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LUA00-155
C[Tp-SlT[d+p Ol/24/24p1U.1 on I I I wlt 0co omoi +Rama g I 4250 0 f IL 5' N 00'44'44•E 1E0.05' al N 00'44'44•E 100.03' c 0 1 i I r ` iI 1 � _ a tt- _ r. _ — I $. d to -■ a a— - - Flinini I — I I - -- C 'T I �y S 00'44'34•W 250.09' n°lY i94»h • I..'f.1 wt... rl4at , N- <t gf Imo m' u MAIN AVE.SOUTH sv 28 Y - - 0 M �� - g °— - — — " - - - N gT Fi 'gym iOraE� wAn n M m I i o It L N 00'4{'Jfi•ELI t750fi'�LI ( — IJ°tY® U/h' 1 \ i/..-,:5...:..-...-.,,:;:..:.:::„;.::,,:,:,::,f,.:f:..,..',,,,...f..,.,.'.,.N..?:.:.7,,:,,;::;*:,..p.:..,.:..,::,,:::f,'..-:.7.,i,.,,',....,:',.........:;.:..'!,.,.:,'.:.':.:....:::.:.:...:.....:.:,:m?,:....:.:::.:.::.,. F 1\ r�j�,1 v —v `�l ` �� En 1 9 h =— m N �� 1 �� 1 1 I l l l l l l l l l l l l x M , . ;...:; 1 'e iklf;:::::::;':.'':...::.....'1,.:.::..),:.;',......:::,.......:',...:.:: :.:4T III_ l 1 . t4 I - _40-- _ 39— .T µ 4 >8 ,. I 1 :rn itN1;°m .. . 98 ca a w O x Q :yr pp �� Za c{ t :- I • m 40 a -< Nog o 5 ir>o 21>19 :till F BI Ali P 111x N. :N oq� A; $ QN~li Et491 6vo9 �' mOon,P9 2l^ �' v =g i 9 t. .m§So8om oe z —I 4 m q a F, ma s co v I d. E. -I~ a"...44 O G) i W' R n m mco = , r.. Fs' m e go °o.A "rY STONEFIELD DEVELOPMENT $ z �I g s ">m t.' 1 9 0 r�. Y ; i.: " , RENTON, WASHINGTON ...., • 0 TOP OF 365-0 I ELEVATOR/STAIR TONER OPEN OPEN . ELEVATOR SHAFT ; mos ammommonswonummmimmgramenmm __ P) 5111 LANDING 351,-0. ;. :,1414 MINIESEI!**,,..MIIIIMIMPL7NZOr/gAir1.1 1 9 . raCiwilLtnin __ 'F___ __iiiISINIMEIBEINEE-- PRECAST CONC.PANEL rep. 4111 LANDING 3 41.-0' :- 41"1111111211111111 MOM'FEIff_-.--Ageille IIMEMER 3RD LANDING±31.-0. '''Ww.5-.Pliale= al2=E-Er*.a -a2M2M' ..11ic 1' .:'-' ".1...' 31r. i .. Efea FCAJ ". 'rifir------27;-' '''''moiled niellegek=elee—M LOOTING±2 . P." ecr e"'''Vigene WfMag el, .,-4M pL E) Am= •,.,4 7A-, ..-l'A ! p, il—W0761pr ._,,t--=,---_, ,mieimmE----<.",jittagegenerilbe jaill'w. 1ST 1 ANDING 311.-0 Ar.1 e ,I,r', -rI—SSN-MINNkaEiCl4l oNvIM: V el _fr EIMEM GROUND LEVEL 30 3446 vi ns C.iMli5 immma min-im — 11-n1 GLASS- / GARAGE ENTRY WALL (1!IAll/HUNT STREET TREES IV i.... U 1 Z L ENTRY BENCH BENCH ARCHITECTURAL LIGHTING Z &5 HANGING PLANTERS 0 0- W/SEASONAL COLOR 1 11111I •TYPICAL NOTES I- MAIN AVENUE SOUTH ELEVATION (WEST) 1/16' 1 LLI> Z in . ci co ELEVATOR/STAIR TONER LEI TOP OF 365.-0. rc. B , ILI 0 ELEVATOR SHAFT 6TH LANDING 356,-0' 0 © Z SIN LANDING±51,43 IMMEEME ILMEEIM ii! milirl CO al STH LANDING 346,-0' 41H LANDING 341.-0. 1. 111111=111MIMIli N -I , 0111111111.1111111111111111 41N LANDING 436.-0' 3RD LANDING±31.-0 11111=1.1111. •• .. 11111111111111111111111 3RD LANDING±26,-IT " " . - I 2ND LANDING 321*-0 111111MI11.11 . , . . 1ST LANDING 311.-0. '4,11-f-.1- rrVZ//XI/7p 2NO LANDING±16.-0. , AR-CHITECTURE and P-LANNING ..a/VA /y /// / / ./f/ /AA i% ROYCE A.BERG.PRINCIPAL 3003 BOTH AVE SOUTHEAST GROUND LEVEL JO.(344.8 ELEV.) Amy V,Z- / i I , MERCER MOW%WA.980.10 LINN ST. OUNO_ILL.M1 30. 3446 E )_--EV. MAN T. I , ALLEY P.612.10.48 iA%90460 • NORTH ELEVATION @ PROPERTY LINE 1/16' 4 SOUTH ELEVATION @ PROPERTY LINE 1/16' 2 NO DESCRIPTION DATE SITE PLAN APPROVAL 11-20-0D • REVISONS-CITY 1-23-01 • . OPEN 6TH LANDING 156*-0' 511I LANDING 346*-0 4111 LANCING 336.-0' TL .'----‘::'e•,.::-,1-um-- -TiiiieselEalli logoomarg .i;iWasilii immene_c7mg,L,._, ,,, I I- 4.,----=.1110112, iital6901%. 411 1.10511110M" SAD LANDING 326.-0' il ,. , , GARAGE 2ND LANDING 316.-0- A -- _ropm,...., 16, ". n_,___:____._____—_m__ ' -vi,--,m..-kw-Rigk‘kz=ifw Pt .,~14a4liall=0,111=Makj IT:=11=...,, Tatt‘Ellengl.„,, ,.„.„1,0.111: ' ELEVATIONS :4 1ST LANDING±5.-0. . E GROUND LEVEL ie(344.8 ELEV.) , mir.. '''.. ''re, ' . . _ ' ''"144111glialti . MINIMMUM i..: Fde:99066/GARAGE-ELEV.DWG VAT BLAST SE CURITY FENCE 0 1ST LEVEL JOB NO.: ODOM SWEET NO Cf: T-21-00 2.' DRAWN: G3 A-10 ALLEY ELEVATION (EAST) 1/16' 3 CATCH: 0 In 17E-0" ❑ 26•-6" 8-J . 23•-0• ' 23'-0• ,1/ 23•-0' ( 23'-0" Y 6•-9" 16'-6' 02' rifg c 'mI/�k Z ` STAIR/2 COT W C1 CO eid,97",13*-o-1 TYP. <---UP I DN— > W 7.-4 TP W C iO / rr,16 Z O 3 3 3 3 3 :3 0 3 3 3 0 3 3 3 3 3 3 O al • C C C C nC C C C C C C C C C C I / T CURB �1 15 ;'- • R I / ARCHITECTURE and.KLANNING DN ¢OTCE w BERG.P¢iNGPAL 3W]BOiH AVE¢01RHEASi I 17 inERC¢QIAND.Ww.980aD n f+0.123o-ae.e PA%v»aen /S-0�6-0• UP—) - STAIR 1 ,_''' • E Y 'T^I a- 17 • DN UP E�(`, • o EEXITV . \ ® -11 lip �, mk > NO DESCAPRON DATE �R j + 31E PLAN APPROVAL11-20-00 REDSON-CITY 1-23-01 L �20 0 TE AT L00R 6•-0" 12•-0" 6'-0" 12•-9" 23-0" \.( 23-0" 23'-0" P\I 23•-0" A(1, 22'-3" /10'-0" / C2•-D• `2-D w\! `2•-D- R`2•-D- `2-0" PARKING GARAGE • STONEFIELD DEVELOPMENT 2ND FLOOR PLAN es 2ND FLOOR CITY CENTER BUILDING S MILARH & 5TH 3RD,4TH&5TH SIMILAR RENTON,WASHINGTON y 20• 30• allk T70:99066/GARAGE-PLAN.DWG JOB NO.: P6 SHEET NO OF: v 066 NORTN DATE: 7.21-00 DRAWN: GS /1-•0 2ND, 3RD,4TH &5TH FLOOR PLANS 10' 1 CHECK: • n17 O ' 171'-0- 1 26' 6•-r J 23 23' 23' 23' 9 6' OTC rag �2._0• -2_O. I2•_D• 12•_D• rag 'I Nt . ` I IIIII!III .7 ION Z � 12 / I7 ff,1/J 0 -t - O l 6•-a-1 TYP. < UP >W © z— Qc • ON—> W �iJ 7YP.f W p O /16 O O Z O 3 3 3 )3 0 3 .3 0 3 O 0 3 3 O 3 co Q T C C C C CA▪C C C C C C C C C C C C C 18 I a� \\,......:, ARCHITECTURE Ond_PLANNING 1 < —DN 1 ROYCE A.AVES PRINCIPAL 2WRCER MIND.WA. 1 IV MERCER MIND.WA 90060 rr i • 1.19am4e FAX 2]0.660 i UP-> STAR d i r 1 17 I 'd1 DN 117 // E• I 1-/ + NO DESCRIPTION DATE fi Irk' } ^ DIE PLAN APPROVAL 11-20-00 • RENDON-CRY 1-23-01 A6'-0', 12'-0• /6'-0•/ 12'-9• ,.! 23'-0• / 23'-0• x. 23-O• A 23-0 / 22'-3' / 10'-0• \ `2•-0- 2-0 C2'-0 `-2-0• 7'0• PARKING GARAGE 6TH FLOOR PLAN STONEFIELD DEVELOPMENT 6TH FLOOR CITY CENTER BUILDING - RENTON,WASHINGTON 0 S. 1C 20• Op. File:99066/GARAGE-PLAN.DWG JOB NO.: Room SHEET NO OR NORM DATE: 7-21-00 DRAVM: es A-9 6TH FLOOR PLAN 10' 1 CHECK a 0 . • / A ,\_ SRNS I 171•-0- r ALLEY p p c11 / 28'-6' 77-— 23Y-0—_ _—FT-IT.— 23-0' _—- -0' -23 6�9' - 23-66_ • _ / 1 1 _ — 1 —__ 1 __— - 1 k MT i / % 0 '.II II UP' I EASING STAIR Z VAN 6 //% / I o ELLI r-4- o (ULrI I— UP I + ON� / L3 (---- r-e I, f 7YP.If LT. ; 17 c c c c c c o c c c C c c c c c • c c j / C - �. g . //// [t.� COSTING 2 STORY• hi'' _• . DOSING 1 STORY �/ EWIP. BUILDING % ' ROON BUILDING 11. C C C C '-'C C CCCCCC CC 6'HT. �I CURB 14 ,T. _� \ A ReC:H I T ECTURE4 e �—ON `PANTED STRIPES, On C_P LA N,NING TYPICAL 1'o•,- A. :4... r OYCE A.BERG,PRINCIPAL 3CO3 al.AVE SOUTHEwsl ry nnexCER 130617b66 0�A%2b66� UP ' 1:� Pop % I 11 I \�BIKE RACK ��S I. I — m _ `__ i : /n j NO DESCRIPTION GATE � / 9TE PLAN APPROVAL 11-20-0C •• ENTRY �11a B LLGIHUNGJroi • I`i WALLUNG rCH nl RENSICN-Ott I-27-01 23'-0' 23.-0' 2]-0' 23-0 22'-3' 10'-0- 4'10 • 2-0 2-0' 2'-0' 2-0' • 2'-0' NEW STREET REE NEW STREET MAIN AVE. SOUTH NEW STREET T "P EASING STREET EXISTING STREET SEE TYP' LONE WAY) TREE ET05RNG STREET EXISTING STREET TREE.TYPICAL UOITING UGHRNG TREE.TYPICAL • PARKING GARAGE STONEFIELD DEVELOPMENT 1ST FLOOR PLAN 3 1ST FLOOR CITY CENTER BUILDING RENTON,WASHINGTON T. a s' IA TA 30' FIr.99066/GARAGE-PLAN.OWG L. r10 JOB NO.: 9R096 SHEET NO OF: NORTH DATE: 7.1F00 . DRAWN: GS /1-/ 1ST FLOOR PLAN 1 10' 1 CHECK: TOP OF t86'-8• MECHANICAL SCREENING PARAPET \ I 1 I 1 1 ] J / PRE-CAST CONC.PANELS 6T11 FIR.t71'-4 _ I`JI . REFLECTIVE BRONZE Il 5TH RR.157'-6• INSULATED GLASS TIP. 4TH FLR.ta3'-6• I I I I -P 1-1-I I I I '1- '.:I I I I I [ I I _ �BRONZE TINTED 3RD FLR.t29•-10• - 1 1 1 J _1 1-I 1 I .! 1>I - 1 I 1 1 11 I I 1 - 1,1 1 1 //�� - PRE-CAST CONC.PANELS f-n ::: :6 . _' �� ll '� P MARL 0- �I z ETasTwc snv¢r fuul O GARAGE ENTRY DOOR ENTRY TREE •TYPICAL NOTES 9 1— MAIN AVENUE SOUTH ELEVATION (EAST) 1/16' 1 l>1 ©S a LU 3 TOP OF t86'-8• TOP OF t66'-R• 1 w ' PARAPET --- PARAPET W sTH FLR.t7r_a_ ■■■S■■I I■■.■■I I■■■■■■■ - 0 =6TH FLR.t71'-4•mm■mami iaammmi immomm■■■m■■■mF i■mmm■F i■s■■mm■■U■■■■I I®■■U■I Il■hli■■ icc°1-z,:i..,..&:„_-:,:t..;:c7,...5TH FLR.357'-6' ■—■—■ ■ 5TH FLR.t57'-6• - - 4TH FLR.ta3'-8• 111..11.11.1111117.11.11•111 4TH FLR.t43'-8• • I-I.I I.1 I-:i 3RD FLR.t29'-10• •':11111111: 711117\11/111.\\MIIIMMill -I I- 11, ARCHITECTURE _ 3R0 FLR.t29'-10• - aO NNLNG . . � .■■■111111■■. I, =tu %. ■ — ' :■ •AROORBOM BEEVBSOUMFASG. AL2ND FLR.t16'-O• �i \ 2ND FLR.316'-0• "i�>. 'sj y NBMCERNAANBW,SONOO1$T FLR.t0'I ALLEY 44, ,' \ `V VAIN ST. 1ST FLR.-t0' uAIN sT., I t:RGI - - • •®® _ALLEY_ • EES.3 LOCATIONS ELEVATION @ PROPERTY LINE (SOUTH) 1/16' 4 SOUTH 2ND STREET ELEVATION (NORTH) 1/16' 2 NO DESCRIPTION DATE 9TE PLAN APPROVAL II-20-00 • TOP OF t86'-6• — ___ _ - REN90NS-an I-2s-m PARAPET _ —----- 6TH FLR.t71'_4• M■■■MIMEMUIS ■■■ ■■■ ■■ ■■■ ■■■■■mmam mmo ■ m■m mmm5TH FLR.t57'-6• ••1 ■IM■• •B ••• ••• ••• 4TH FLR.t43'-8• ,7 'MT —M TT_ 7717 _ 7777 T-I—n— ELEVATIONS aRD FLR.t79'-1.5 5 2ND FLR.t16'-0• - PANTED I " 15T FLR.t0' i+ ] I � I 1R0.41 ENCLOSUR E DOORS Eh:99066/BLDG-ELEV.DWG r JOB NO.: NOBS SHEET NO OR r-2 GARAGE ODOR DATE 74/-00 A c DRAWN: GS 1.1- $, ALLEY ELEVATION (WEST) 1/16° 3 CHECN: 1 I I I 03 _ _ _ _ _ _ - _ �—ALLEY o ROLL-UP ODOR1 In Q GATES 0- 15-0' 0' -0' tY-0' 11 __ . __ J-RA 4-=-.P��jpR -�II -mersr moul cwe,n a.r.0 r- - �m.n ma.n MM. -- -O. _ I ,s o 1RA CL I OENOTATDFIn G I -N Q 0 3 3 �� 1 \ i tat \ I I • Ilfg I1 fl(1 '—uNE of STORY rvy, GARAGE c� 2 gg �� OFFICE TREE F- I 11 ABOVE - NEW Il I N �L-EC. YELL, Z L 2 I I 3 LOG W • m BIKE RAIX �. v -t 111 .,a II 1 I u4 a Q Ild l/ \ MW © Z e A�AIL w o m i ..7, \IN \ — Ji�r— I 0; o ¢ § r I I_.i W 1e'-0' 24•-0' $ts-o' 1 ! I I n 03 W C i 0 " o O Tt C I � CM W 1E1 Co CO CC uIN.SW. / ` EnT//^ I I e OFFI1 1. CE I 15`DA — —OBB Ey. I I I I - I I • r 1 I - AR'C'HITECTU RE ,� 3 Y I I N �T ^ a OµP.,LAN NI N,G i':. I •^3� I I I I R01'CE,BERG.PRWCVAL+ 13•-0' y ii 3003 BOTH AVE SOUTHEA91 • NW,LONPAL7"' — / o MERCER6uND.`A 'It 12002.10-6618 BA%130.3A. 7 d n ? n 2r-3' A 15-0- i 25'-0' a5'-0A 25-0' )'-0A 45-0A 25-0- ,5'-0A, 25-0" )•-0A 40'-0• A5•-0A • 249•-9' A A EIDSTWG ROLL-UP RELOCATED TREE WELL DOOR TREE WELL MAIN AVE. SOUTH 4 NO DESCRIPTION DATE DEE PARKING STRUCTURE (ONE WAY) 1ST FLOOR 11,916 SF 1ST FLOOR 61 ST� SITE ONS APPROVAL 11-23-01 3RD FLOOR 23.000 SF 3ND FLOOR 66 STALLS REN4CNS-Ott 1-23-01 43RD14 FLOOR 23.000 5F 404 FLOOR 66 STALLS 5TH FLOOR 23,000 SF 57H FLOOR 66 STALLS 5TH FLOOR 23.000 SF 67H FLOOR 66 STALLS 61H FLOOR 23.000 SF 6N FLOOR 67 STALLS TOTAL *124,876 SF 6 FLOORS A 18,639 SF/FUL - IS(RA MACE 12.494 SF TOTAL SF 3137.320 SF TOTAL SF *111.834 SF PARKING 33 STALLS PARKING 3391 STALLS PARKWG RATIO/TOTAL PARKING 3424 STALLS 1 STALL/294 GROSS S.F.OFT1(E 3.39 STALLS/1000 SF.OFFICE m CONSTRUCRON GARAGE ME o FR 1ST FLOOR PLAN STONEFIELD DEVELOPMENT fi 1ST FLOOR CITY CENTER BUILDING RENTON,WASHINGTON £ 0 S. 10. 20' 10' _\ FDe:99066/CCTR-A1.DWO 1 -A 1-1V -� JOB NO.: 99088 SHEET N0 OF: • • NORTH DATE: 4-03-00 P DRAWN: RAJ A-3 1ST FLOOR PLAN 10' 1 CHECK: I 1 1 1 03 LINE OF ROOF BELOW \ ri CI C2 1. r OFFIG_ izt_________12__________„ Km- ■ z iln-r1 1- > z C � I wo x w -� - w �1� CO CC ' - OPEN TO -BLOW - I OF-IG= �\ ARCHITECTURE J "L ! and_PLANNING c ROYCE A.BERG.PRINCIPAL 31103 BM AVE SOUTHEAST MERGER BOND. A 901MD a, , t. f a S K=. 1 \ R �JI b6640 BAR W]3PdNP , 19'-9• ,5'-0A 25'-0' ,5'-01, 25-0• ,5'-0'A 25.-0- ,5-0 j 25'-0• ,5'-0', 25'-0• ,5'-0 j ,5'-0 j 30'-0• ,5'-0.„,10.-0 A. 249'-9• 9f� PARKING STRIIC.TURF NO DESCRIPTON DATE 1ST FLOOR 11,916 SF 1ST FLOOR 61 STALLS SITE RAN APPROVAL 11-20-00 2N0 FLOOR 20,960 SF 2N0 FLOOR 65 STALLS REVSIONS 1-23-01 317D FLOOR 23,000 SF SRO FLOOR 66 STALLS 411I FLOOR 5TN FLOOR 2u3.000 SF 5TN FLOOORR 66 STALLS 6114 FLOOR 23,000 SF 611I BOOR 67 STALLS TOTAL 3124,876 SF 6 FLOORS•18,639 SF/RR, — -- -- 1ST ME.VAACE 12.494 SF TOTAL SF 3137,370 S( TOTAL SF 3111,834 SF PARKING 33 STALLS PARKING 3391 STALLS PARKING RATIO/TOTAL PARKING 3424 STALLS 1 STALL/294 GROSS S.F.OFFICE .39 STALLS/1000 S.F.OMGE m CONSTRUCTION GE �GOFFICE BR 2ND FLOOR PLAN STONEImD DEVELOPMENT S. 2ND FLOOR CITY CENTER BUILDING RENTON,WASHINGTON �' 0 5' 10' 20' 30' -� File:99066/CCTR-ALDWG , e -/ JOB NO.: 99003 SHEET NO OF: 9 NORTH DATE: 4-03-00 . A 5 DRAWN: RAJ A_4 2ND FLOOR PLAN 1 CHECK: 6 • CI ii . 7 00 .. 0"�. ,-3- r .— F 1111-11 • + _ DFFICEz U z 0- Si ill0 C IL G a— I W u- o O /� Z ■ es I. soy CC OEEIGF ARC,HITEC.THRE and_PLAN NI NG ROYCE A.BERG.PRINCIPAL . _ CLANG 980 AYR SOUTHEAST ME E -_ ! 1206123o-N FAX 236d.) 3-0 25•-0 6-o zs-o 3•-01 25'-0• "5.-0;P 25'-0• 15-01 25.-0' 5'-0 25-0 „5•-01 45'-0• f 230•-0• i DOGE PARKING STRIICTURF NO DESCRIPTION DATE 1ST FLOOR 11,916 SF 15T FLOOR 61 STALLS GTE PLAN APPROVAL 11-20-00 OLD FLOOR 20.960 SF 2NO ROOK 65 STALLS REVISIONS 1-23-01 3RD FLOOR 23.000 S 3R0 BOOR 66 STALLS 4TH FLOOR 23,000 SF 4111 ROOK 66 STALLS 5TH FLOOR 23,000 SF 511 FLOOR 66 STALLS 6TH ROOK 23,000 S 6111 FLOOR 67 STALLS TOTAL 3124,576 SF 6 R00R5•15L639 SF/RR- - 1ST RR.GARAGE 12,494 SF TOTAL SF 3137.370 SF TOTAL SF 3111,634 SF PARKING 33 STALLS PARKING 3391 STALLS PARKING RASO/TOTAL PARKING*424 STALLS 1 STALL/294 GROSS IF.OFFICE 3.39 STALLS/IWO S.F.OFRCE m CONSTRUCTION OFFICE CC TYPE o 10 0419 3RD THRU 6TH STONEFIELD DEVELOPMENT FLOOR PLAN 3RD, 4TH, 5TH & 6TH CITY CENTER BUILDING FLOORS RENTON,WASHPNGTON S. 10• 20' XI' -\ FHe:99066/CCTR-A1.DWG ,- i1 10 gird JOB NO.: 00066 SHEET N0 OF: e NORTHDRAWN: 4 RAJ-03-00 A5 3RD,4TH, 5TH& 6TH FLOOR PLANS 1 CHECK: I ,I'' �5 \ 0 `. COMMERCIAL OQ O43 DEVELOPMENT PLANNING �Q CITY OF RENTON I IJAN 2 G 2001 c. WAY 4 I CE V D .41 ------- — I S.2ND STREET — 00 STREET TREES j I �6, x( I i 115 \ r97� 1 I4TI I Y^1'v1I 1 t -C JD I 30 I 1 "1 II• _ Z FPi 't �w 3 I E%ISBNG I /. Z IITTT N 4 varaWc . O9F�F7CER9TAiE 329,528 SF;6779 ACRE) LU tI/ �, GARAGE STE 5NOM SF 4620 ACRE) 2L Z IIILLS :,FIRE-STATIOAI--; DFFICE WADING AREA PARKING STRUCTURE AREA O I'_1 C- AF.RCFS 1ST ROOK 11,916 SF 1ST FLOOR 61 STALLS J 1 - T STDRY' - __ _ .-• 14D BOOR 2J,FLOOR 9000 SF JRD R00.R 66 STAALLS �j L)�) Z _ I �/% g COMMERaA1 4M ill 23.000 Sr 4M FLOOR 66 STALLS W �/ _ . SM FLOOR 23000 SF 6M FLOOR 67 STALLS I 6M FLOOR 23,000 SF' 6M FLOOR 6]STALLS _ I TOTAL 31N,B76:SF 6 BOORS L 1&639 SF/flR p i I 1ST 63.LeAAGE 12,494 ff -J �J -8 STORY - � I���--v I '� _ - TDTAL s 3137,370 Sf TOTAL s 3m.e34 s W V OFFICE T 5Tt PARKING 33 STALLS PARKING 3J91 S7AlL5 IL _ -31z4.S7B Sf 1- I I er I I W .,�•.\�\� SA' I W Ll O "113Y,770 SF;-70TAL, � I 4' Fy lag' . - OFFTCE IMPFRNWS SURFACE 32900%SF Z I- K { .I I I T(-•I�'a �\� PRENWS OIPERNWS SURFACE iWx O /� L��7 Z I _ T_ I I / ¢ a I - PARKING II.IPEANWS SURFACE 320,151 ff F- 1( )7 IJ,T I i ( �— - PRENWS OIPERNWS SURFACE 380% 0) �J Q I I i' I I I ALLOWABLE BUILDING HETWIT 95'-0• 1_ I _ PROPOSED BUILDING HEIGHT f k, _ - • i-ri I I e G--. . ._ \ DFFIfFv`4 LINE OFOFFlCE T I Il �--i9 1 �!— - _ PARKING GARAGE 365'-0• BOWLS ABOVE - , __ 1 REWIRED PARNWC 420 STALLS - - I tl I I I . STALLOFFIC WL.J STA115�1OW AC 375 STALLS LLS • 4 O STALLS DESICNAIEO REPLACE 45 STALLS ILc Mm EJUSIWC Ott STALLS ,•) _ �^ R0P0�pAppFTG ARC HITE CTU REe I N - I' PARKING RATIO/TOTAL PARKING*424 STALLS and P LA N N I N G,1-^w - ;u� —_ 8 STORY 1 srA1L/294 SSFF OFFICE �� �� p I PARKING 3.34 STALLS/1000 SF MICE r ROYCE A.BERG.PRINCIPAL ..:I . I [trLS• I I I- ' I ' I STRUCTURE xnYBmHAv60ouMeA.s, I 3111834 Si OFFICE PARKING ONSIDE 9DC.) 33 STALLS MERCER ISLAND.WA.YBDW -.,T . . I--Ti SI e I STANDARD STALL fB`-4'E76') 17 STALLS IxelRxiddL3 FAX m660 T16.08'!:; „'',,''- t" - ---- — COMPACT STALL[ .A20')R13 14 STALLS T[-+ C EXISRNG ALUSyBIE STALL(6'a20') 2 STALLS OI d ... e I PARKING 1 BIKE RACK 10 BKES tA.> PARKING GARAGE 3391 STALLS STANDARD STALL(B'-CL16) IN STALLS . I I ' \� I COMPACT STALL 17'f 0.) 195 STALLS ,,;.,. 1 ALL'1_ I O9• \� 1 ACCES59LE ST (6'A20') B STALLS -'� Q �- 1 BIKE RACK 10 BIKES , _ I 1 x.. COC�ETYPE I-FR GARAGE TYPE 0-FR";' ;I I I y, NO DESCRIPTOR 00.7 E- SITE RAN APPROVAL 11-9F 0`t _ ; . A ON-WY 1_23-01" CRI -: M�I ''-a .,/ STORY: I rOM .' 1 _I USEu; //f,':{pMIEHpAI COMMERaAt ,.J III ,. - •`y;I I OVERALL• ALL SITE i I STONERELD DEVELOPMENT PLAN / I;;:_::; ."': - _ I CITY CENTER BUILDING. - a I `3 _ - . - RENTON,WASHINGTON I . _- .-, -- ' . .,. _ .. �:, . 0 3U Bo• " rue:99066/SITE-3R.DWG ,- ki 1-�, JOB NO.: 09048 SHEET N0 OF: 3 S.3RD STREET NORTH BATE: 4 wa9 /L C DRAM: RAJ A-1 OVERALL SITE PLAN 30' 1 CHECK: y • F- PRELIMINARY STORM DRAINAGE AND UTILITY PLAN I— " s "_,soocLEN R CHANNEL) SS. I I S 4 d / is((sj=Ji.J(e' °Nc PIPE) \ Vl E%B'SS IE(Ehw)=36](t2'PVC CTR LturvrvEl) Ex B�Ss ur . aCL P P--wx J"ExT- '- Ex Lw / I•: FDu"pa sou"aE coxc — — — — . W - - w ----- - -- — E%t`fIWER_ 5�.. a s°D wq ER �� RE I °a Ix O PUNCxi ARK MPm SOUTH 2ND STREET EX SrON Ex PHONE x uMlI 51"i Q BOOTH —— VAULT w 3 1 PUNCH 96 Q - - - -_- 1 \ / Z Z j z9fi1 Ex a nT 0-a_� L -....' -'`�-� �' ,E% 4LER / a �- aL°°vIER d . �.y. .ilIMMA `-O. �_�1I°�5 EX;;Ma 7F " /- �. ■��lE i-:�11►�.Iu�■w• IDA s Yll n IE(E)=a0](12.CONS PIPE° U- o ' Ex WS - ■i�EEIINIEraAIR■■ 1 IEIS->t 0(t]CONC PIPE) ' 0 0 CC vALVEs(2) I .AIr—�\ Ex w4TEP cr z a P-20' @ sfi ■LS■■ i L"$I■■�11 y I w o 4 �'m■fi■ ■■■■ Z Z m r ■■■■■�`, `` I a " w a I-I-i I I / I■■MIMEM:■INN.M•E" 1 / II I i E<,V6."PVC PIPE) 0 0 4 a Z ■fi.III!a' WIlI■3'J ■■ I i a ga T ■■■I■iiiilpiiilir eiNE■ERE I I I U a •■■■Ia■U i'uu`NC U. 0 M vdl�u■■miso■■■BEI o R N EXISTING I�1E1��1®R■■■■■■�M: ' II ^ 1 STORY \ ■_^J� i�i■ — ]� w JOT PART /?_ ,e. COMMERCIAL I \ \ rMWFWMt■■■■� gI�1 Z EXISTING ssels°gs' I / N■■■■■■ I I Ex TREES( P) 1 STORY woz :E 1 p - j d I COMMERCIAL 6.V` ■.��■■■ IF E. 3g a al `r LII@0Y�1L�■�-.. 1 a ��v:u:*"*n'OwN 'fix z _ VAULT 27—N __ �11r�■PP) 'z =,] v�TE/4 ER - -°v E60T r°a CNE4-I F W as TE-BoxLE wL ° ■■■E ' 1 d EH - ""uL. v Z c,a aE ■t■ � °,]R_L°R°I,G rv°.B6o]°1 DPER Ln o 0 S ■ P'E I - CO,ER l S,° PROPERTY J Z c V < • I �,LO 9 8409'44"yT �■ .I a° IIUIIE nO6irvE - % ____ II z ; In%�?vn rvA.0 xs E 11511' CC 'RWFDRNN ISGI a 3 0° COG 91 o v ?wisp. ■■ 1 \ Ex CAS N �In ■■UMESE 1' t .._.\. `4D N, qa 1-a ,-6°x 1 --*16°,,:P:,/,' / cx o°ca W O TA A ry :; _ Em:.w°pD't D 11- Ex ucxT}-' :P' AVLA To? .. v `I ,.I,.`LE U PDw_Rll, °° ' °NL E■■■t!1■■� 3 1 I ti:,-/ -i , -- --k---- i7 I Vx FIRE CSTATION— 3€ N�sw " e£RD° WP,. ■■rune►■■ 3 CG I '' OFFICES c) o x R Cr, a ►an.■■■ i Ex(6 r¢ vnuLT yN-.. ...'''.'PER CITY ¢H. a'vC I )-ef 6 t6.PVC P.E)\ I / — yr_ ■■_, !! e off/// �r05 IF Nlff 0 VLL'T'p , A' \.;."""? E ■■■,- %I ••1/ i/ FOR vuruaD BARKING SHALL BE ROOF TOP tt- o t es_ i I. s e la�ZEI♦I♦ 1 I �I ___'II/ 0160 "MI-U.'''. µD ''. ~;, o `^ .IP �\\.� ( " m olsclaxGt'm sAN' EWEx sslEu uc.t L I — •z°x /• \■■■■0�!le�� Icry _ x�e>h�ic .E - ::; R iS1� 0!! e EX g' iD1 R ATER ncL'xF"ry1 wit ) ' "" ,.' F GE AND SII FKE _�� �1 uGl{i% "' '.+x BC%' NEW�.I"0 C1L_ t i c P` RUNOFm P]�mcmG6MiAros AREA,- .'Y EOOO I GARAGE rnouND%L EL VVV!!! W u I1I x cl,�— i =g 8 I 1 8 E l Ex.FENCE % • .Ix. ` u I I - `M =<'t.e(jl.'»uc PVE)Y"y }' y o pox R4 E13Z1 i,.. P, 'I '�yID{,� x�. / i WIPE$ IIF IK VAu�. ^r P n 4 z _ -T— �$ \ xiu °tt Ra OEIECIOR LGNE, 6_:4_. SiOau F U ` S • x>°SES, m ti - >' IA!Vu pS'.'FA CRY SNS. l r°4>Er P E(w)=<2](6' C J - .:y E vk.t�7 flee'P� vvU��STCcI�L� P��) �,:j ' 45 wOV C[�>u5E�,.E]I P. rne. VAULT ' ,". \ B O'N°C ER ,.• I '•sI ES'•1-�2.'R�P pE) " 1 0"T.:iOery BOF°Po„N>NCE2 xP 2]2 I z - 0. o Ix \ �� PROPi: s'IOE I'� "t >< T¢.r _ D, 3 n ., _ N 8408'J2 115.00 p px n ■ e I6" :6\ yl/ 55 It 6"0 PIPE'..0.D.II\ / - t" Yn NOT ry PART E WATER ETER ::1 IDiEv�l�SE �Nx i. +— / C'F IG'. IX CB F LL �x 6EX y>4D4nLI m Y�.. gI'n m LT Ex wA R M TE • rn`(�'�•,0.:.." } E%L i =a. \Davx _ \ ��N e p vA POWER �^ E%CB E N ATE/ ./ N FA II U-BOx E)N<t,](fi'P '.'3 J✓`.W I �N]. n Lu w / , rv')a>16(GPPEO-t2'PPE) (�' i</ E�uCE C� �- `i Ex FENCE IEM(W)_+2](fi'PVC PIPET III .6(B PVC PIPE) W / \ IE()=e25(6'CONCRETE PPE) E L �� -/JI-- L L 4. O�\ ��! J BUILDING CORNER R�u a°un ExNLwATEFF/, ■ a e-SD I =,JA p� 6-4 �:... Q � - o 03'NORTH OF R1M.44 B65e'PVL PIPE) / IV `N' �•,,. ` 4' •..,r E - r = B `y`►- 0 _ It � y IE(6E,=e, (tI'PVC PIPE, , a�i°PERTY LINE I \E%«9 1.16pR56], IE(S)=at,(t2'COxp PPE) mll RI ��), �_- s] ItlC0.\�z� J z IE(t)=at(6"Pv PPE) f} a ..- rtV(w)=a].5(6 PVC PPE) OHAL CM vb0 0 GOHr',y IE(E)=a1.](12'PVC PIPE) f EXPIRES �i x M / 1�! N 840911 115.10 p I E s 9/23/°I ER sie III I I W ,l." I R D I WO. gCITY OF RTMENT OF E TON rv�)-.es e' ENTER c"'"L) L0N"oFtvRoocary uxE s�`wo°E TTP7T�°x Ei2IT FOR��wo OEP,q WORKS r. LOT 7 RECORD,.�Elswi=usf'w wP) n�o N BB' SOUTH 3 R I� AVENUE °)es6°] PRELIMINARY GRADING AND O CHISELED SOUARE I 0'SOUTH Or 08'27"W BASIS OF BEARINGS KING COUNTY RECORD OF SURVEY N e5)]029005 IlBLDG CORNERAT BACK OF WALK c STORM DRAINAGE PLAN Z EliFILLED WITH-T i"53 —_ I) -- onOR 11/2I/00 RE IN 0 KKK. 1'-2U' Ran mall ce lll 'Y IEIEjELEa ((eS PVC PEE x>M y..v¢ _ _ U a z LE(S)=at 9 (Iz PVC v) RO �. oAT6 OCROOC <a.,.".�� 1 ¢v 1 m /'* s-5 5 5-5 5-s s-s g (sUBWC NG9T =AY s- - - ft[Etxiisti E f/=�BR.5 5rr . ' ss0(cm.,c.nnco w�w�»;ll P-v-r aCURB... v -v-r-v v-I I I SOUTH10.44 p I u.x u°mluEx<csE LEG �` � SI !'J t 717 p3 .1 • j 89'08 6-.E•i��i 1j0.0)" P EEW Pr P-P -i--�� . pnox L. `.:: �Mi�r §73 � 6! I.n • 30 p.L J0• (e,E7 .pw� -D-D m DRAM UNE" il I .1 nirra To- _ AA VICINITY AMAP La,TO D•Alr I / �. �Cwo 0 CBM,9 wuxs Y W I I 1:1 UNKNOWN VAULT ©10 ro FAcwC ® rTER I _ - m _ 20 �' i II I El POWER MNLD ATER VALVE o : AL _555 ,E W �R N xD� I B wmI. a mED wLDxE,m TY 9.P E•13,.R roR1 IS cc,1 I w ail �I I' a II o- KI w.. am Cwu DEEDS BASIS OF BEARINGS: CS I $$'< z j�" L-- v-�--�'" I tt I I •„� .7 T MANHOLE.SSATITARY SEWER 1 II I I x 10. B R w,°Xi2°Ecnvai�VNW°NRo°OTS imrvD `4 Mwµs°wNcmm'0 NINO COUNTY.COPDOFSURVEYV..S. [ = H / 19 � ` I E PE ;D a SITUATE PG.12 -STORY CONCRETE gi /� k. mom q Ct CITY OF RENTON VERTICAL STRUCTURE /I /R ,, /�I CB 5 o PO oa a« .aA lj l I E p 204 WELLS VENUE SOWN/ / 2,/ - I I I I �� TELEPHONE eosin M Dr REm°N.A5 PER DATUM(NAND 88) - "� rep)-.zv(..CONCRETE RIPE) D-' rx,`• yy�, Cc11P "C ••OE O[cwuous., •1 ffa PLsi R IN E+DF vuTs.AD a m mY, "Pr.'"room zo 10 0 20 ID / / I I I 1151 ] V/ ® rz P.RI1� CANOPY SUPPORT POLE SITUATE m THE G.OF RENTOx COUNTY 0 nxc 57.OF WASHINGTON GRAPHICAL SCALE:i-=20' ®4=N1 1-STORY CONCRETE STRUCTURE/ E xD , . Pa Dro VaRDIxWDEND TxETSUIT FRNmx. -I I. » - - - - -l1. I I ,M DE Pi w 9,69;s . �� - - /[T, PTa aECORONO,1 5 1005 s 2ND STREET % II 3 -`-1 8; .. Im I I 'Y////////YA.79X // / E/// /a' °E° NO.," THIS PROPrarnernTgn ERTY 2%1X:NgcR8.7E"1=xDrom"ERSE,RD"DFTxEREXF7,.. BEEN ¢�W - _ m . R mPa m "° I °I I i • •!a' C�'-••',••••' � .%, .^ 11 ` " 'II. I I . 1DNCTOR OF m x LOT T PER DOCUMENT RECORD..WHEIER.51370;I ro LOTTED)vaoTEcnox NUMBER BBE«n •L%° v y� �- I I , III' ; :. f � •IE(5):.ze te;P.s PIP[).,• y - _% SIRS ciuRE • \ # ` .' • • AVENUE SOUTN ;`,24 595059.P o;°t o A cnct E aR xPELmEs vER D�oNEm oNDER aErommn c4 / 17 1I z= I f -..4 ``-4 cd 5 NUMBE1 STTRUCTURELRETE I \IT• •\ '`. •AN xcs eAs[vxE m Tx TOR. wTm A Torcon ms:��D Rmu mAnox cwOasTEO AT Z.WELLS AVENUE SOUTH I m I I I v 6 u h°°, @ - .•` :• •••`; 4 ml En e[xcxurx L'VUE. ////4 �I is°E"i_/ ARu ^°f� tt I - 7I, , `t _ ..�_.,,_-_..�•.',••' I-IP ////////// • STHE OUTH.w1m IN ED AND x F«aRE CnY SESREN AN VER AN IREA OF DATUM APPROXIMATE. •INY P n s• CUA 0 M:Wff. TOTAL. 1,.4ZZ TVII BLO°I it 13 -io° j Ij z�°T ,�..,.,,•...�P� : ¢ �Aa� W P �x 0 " aroP. xDwN aN 6 . I NUMBER1IETV TD050To,=9 16 j j 1 / I �I m I E.b,' • , p 1.55.1441.8.62.PSC 61PE) •'B.LO �10 ZONING CO(CDR OWN).PER DF,OF FENT PLANNING DEP m x I 2)-.a(B. PIPE,- i M REDWREx �R B D Rro mN Pr o,I" : o = EUDRE III LINE PEmT NNE ' I mp =�RM j pi •u1CONDEMNED PURPOSES mwe ANDLEs w c- [B I 83 z91c` -• u °6 !CAUSE NO.COUNTY Nm ENrs AND cO w uRn10 I PROPERTY SUP °gym NOm" W 1° ( >-A1 IB-7ZIP•ErEV. 1 I PR MLL tELPE E'R141`NN"Es'.°.""PoSRID N`D IR.' - RI I \ w1 L�,F'-`E'✓/ .L ;.`( .:.i(12 wC SURE). • j//////////////////�({-fie///// C•`;L.. 41?SI-1T pza vc x)/ : III TxE 1-STORY CONCRETE o I N 69008'32-W ,. x Fix sm xm uwxSDAVEALSO USED FOa Psaaxc KwaLsC11. STRUCNRf 0 I / 1-STORY CONCRETE STRUCTURE Y O„i ® -_ _ is 1.__., Il x aTwR PORnO s 0 E 218_220 WELLS AVENUE SOUTH/ 221 MAIN AVENUE ..- pE � m"A"cE P.KI COUNT _/ II RIM I$g 7 -. STANDARD SPACES 1 CET p' [ 2 TEE).Pw� I 1 Tz.o O / r('1 {B'Pv5'vlvE): .d II F g S TOT.. W O�7II I u 2 mxCRETE IRE) I ;/ x E(xI:L6(e•P.PIPET PIPE) v ` G C 333 L-.- u.P ,NC I"1Dn.ro I°ZNr - 1,(v.,o h ,):PA,[E 1 EIN� -- 4 Tx x EN m UERu""'•KIND c'-'"-"`TON.as PREv1wTn m z I V I SOMH.B • a I I W' I w ° mlOx OF BUILDING. ° 6 P p 3u wr 011NDAUON EQSO(EM Pam' W RO.4.+s fa'P.RIVE) %•a >.a0c0aDtuO T NO IE(SE)-.15Or P..RIPE) SSMH ! I 14 I .; o L . ' II' 4,440 L.ILITY FOR WE ACCURACY OF THE PUBLIC QI 2(S).«S(1r CONCRETE PPE) mu-..e _ • -. - _ NECESSARYAWE 0(w)-.1.(6-PVC PPE) I...U.5(6-CENTS' I J / J.� .; '.� I� M-.2.5(B'P�PaE) APPROXIMATE.UNCERGROUND CONNECTIO.ARE E(ET-«.(12-PK RIPE) I L it////////Lf/B(d( i////(/Fg// 1111111111111III 1' I- - - DR DNaI ERE MW romAN 01roEaDRDIaIo•Ax.o mxm uxD[acRDDxD STRDC,NaE9PRE1ANxc a RPsw)-415(s-WC PIPE) I I I os PROP TY UH TMI E°P�v"aN ){'rY ...'11 II - 30•7 30 O 1aEJ/ I II �i D xI90BE. W SOUTH 3RD AVENUE ) ' ' TBM v`1 STORY OONCRETE / l� 10 faxDB B9.OB'2J-W BASIS OF BEARINGS KING COUNTY RECORD OF SURVEY VOL.45.PG.125 _ K wuK STRUCTURE CONCRETERE SWAN c5.44S 221.226.228 AN AVENUE ATION.2 DaxD6 V,..:°."41 OMRD.ssFOUND 4.GOWN.IN MONUMENTCA.5f BR.TACK RI(N1.T19MrPVCLRIPE)5* -I RIM RI RE E wATT WUD IEIS)..1S (1='WC PT PE) HEBRANK,STEADMAN & +o TOPOGRAPHIC SURVEY TOM+GFRENTON.VOL1•PB.135 2000020.00 o WSSwE�� 6001%T3.LOTS I6_20 AND ♦ U 'kvg for MOON IS TOTS 3_6 DATE: 29 MARCH MD ASSOCIATES INC. P.S. DRAWN p:. Nl'it SM1/1.SEC 17. DRAWN: MAM 44 1 STONEFIELD DEVELOPMENT KING COUNTY.WAKINa,�1 MAP CHECK: ARC PROFESSIONAL LAND SURVEYORS 'LA FINAL CHECK: ass 6564 FIFTH AVENUE SOUTH.SEATTLE.WASHINGTON 90100 (2051702<900 WIRES•-'---- ILA 1 m ) INDEX SHEET 1 OF 1 GITYOF PENTON,COUNTYOF KING STATEOF WASHINGTON NEIGHBONII®8.0.. — — Tjg1 l/ Ne�oA -EN • /�' .P / > \`\ , ©.a, .. s, 1�1. AVE. .I 's:'� , ''''- I ■r o� �IIi'a� am* ressiDAo ` RAINIER _ ',I+�G4}'. \� ; ``,t®ay^.�. �^� I� _'�� .� �,,s.' ,n,' ROUIE acT I i ;Ir- ,, , _J ` -as A II II 13511111® •,s o i rSr'�Si 'ML-s. . �, "yQC Icy.. Ecy .�{' a` —-----at ., fi , � � a s a�®I� ' � �� . 'p 7 - , • y 7y.t- N 5 \ , ! r M "I14',20 m .�,' `r-S' ..eD Ii �: 0 /- 42 e� 1N�d.'.;et, LL, N 5 'I > III ' , mcgr 6 - _,i.0. � ; � ''+-�• _.� :171., you AVE. rm:migni,__. s�°' '�'/ .l1/f]. j y/ �31 .0' V' ;. S ` , J•'...W.-3,, .� AKE ]ice mV)11 w /.� rn :anF 1 t1L g ' �.yii � I 9 ,F� I --,LeM.'NCI�rS a I1 In:`. • r R �`1= ',. ,_ I�n. p 1E� F.E yv men..•., `F�y+'q'A .\ o if �caYi �, iC .'++ y �. '�t3 •,fe>�//u7 1, tc,:rf C �C 0 \\`. 1 `Qq r:} '5 a I r'�a rllllfli iovat 3 •a// -10:i ® rm t m7-3 y �`�\ 4 SHATTU K•■ AVE._ v ' $ `' I 1g u}�cTIM A 1; O -IO a ^rprp •a ®� 94e`. py�l3C6MIrM�� 13 fi ka-" r' r,`"-. 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VIi71: EN fl f-o l MI IITIE i�4Inirir ` N.TN 5.irCa0 ^� e J — LOGAIN ,\1 AVE -a---- r0 '-Yf�}r 14 t►u na LO_ � �#. 7£�N -ipsa �IEL;{F.z 5 cm to 3 \ chiP , 7 1It4c,:1 e1 � , c ia1u■- ed Q sat JJ' IIL„ai�l �� j{ p NoENOTONNONENNC i ��' {,Ie'1C� �I♦� a \, F E BN.�N r�1e.., o„. , a� r ,11 ,".. .3 I -E<a �t a1 I7 . --1'= �� a e BURNETT AVE: �;Q I i S. 3 _ ■o '/ AN / €• O r- fr • IRS _w" l"l li le �;n u r:Ki '4 ��'�° `_• •ItI -,1 n -.(,,-. 1 :'c. r-4,4, c y%a of ❑y 'i sa Lt �� l��ii� �rr �uil1 9 +\ y�j .r... �Ip ;. v y..I .. O I ,` A� .. ti'al4J Yi L"J� L ft4J4e1r61' ��9�i "11.11.3;-I .S _r..1 P mT�1,5 i y a k® 3 t a•= �� ,-=d s '—'--6uRNErr... WILLIAMS ty� R_ ��j F C r ' ` /,� 4§,w' q a 0,ee®®® e m ei gigit®Q 1'NFII:1a 1' , i"E MSIQI—Ur45 In m I10g n 1•�° /• ' ��' A LL/AM58 �' .w. .to @ i I. I Dee' p-� "I •� i %`�ii� wi �.p m WELLS ' m.. AVE. 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I gic•r4N#. - um -01 jeigui.412 WI latvireA'',Niir.°.M11iFifi.Wt..,ti*',`\, .'E.,-;-/.4./v; •cg ligg_„:1-7,20.ga....,7. ., 71,4:.:.:.,. • ` -:,:'R--41114 ;\ ,.! ,,,--,-;„(.,i. -5 Vo .- ',..P.o;va. 2,,, ..d;I% ':,,ki..,'1 1 • ,.,' , \N,, *-' - 1 -"?''''"- '1•7,17- --' j,I,,. ,..,,,. s.. ,,ap,...4 iti::i.,,..._11?,.,W,E,1_:1141,,17,5,.tr.•..35Fit.,,,,1;12:::,ii'Lii7 [Fll ---lor k ......• ,...L.,_ _ 4, •• • / , '' ;,.4,kt•,-,,\,4t.t.i. - gE it) irli 'II 4 ...rc STONEMELD DEVELOPMENT •, S A q !IN i'• ii i l' I' ' -',5 C[ITY CENTER BUILDIINO IN ,,i .!.1 § rill ii RENTON.WASMNOTON a X - - _ ..._ , - ^. P- O 0, CITY OF _RENTON amil. -..-7"--- . Planning/Building/Public Works . --'- , e al ??C'el n .3 7 LI al Ina i••• ple,e,a :: U 1055 South Grady Way - Renton Washington 98055 DEC t 9'0 0 tai Ca T /:c . PiLlETER ADDRESS SERVICE REQUESTED --sit, 71,584oi U:S—PosTAGE PRSRT r I RST:uns SEA VA 981 12120100 /6-) V) #7231500970 — — _ Braunschweig Caren eki- ouis E 916 S 2Nd St Renton Wa 98055 ; I .. \ -- --- !-.7_i U R N '-----:7----------„,_ i ,-- ''N - 3 WRITERvi-. 1 ! ,t D30 DDRESSEE ci... op--,k c)i _a'. Wd Jao g ,,, 1NtttMlibs • • • rtj Y O� • . + ® + • NOTICE OF APPLICATION • AND. PROPOSED.DETERMINATION.OF NON- SIGNIFICANCE (DNS) MITIGATED DATE: December 19,2000 • LAND USE NUMBER: LUA-00-155,SA-H,ECF • APPLICATION NAME: CITY CENTER BUILDING PROJECT DESCRIPTION: The proposal includes a six-story 137,370 sq.ft.office building containing a 12,494 sq.ft.grade level garage and 124,876 sq.ft.of leasable space. To serve the needs of the office building the project will also'include a six-story parking garage,containing approximately 391 parking stalls,to be located across the street on land leased from the City of Renton. • PROJECT LOCATION: 207-219 Main Avenue South and 212—222 Main Avenue South . • 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. 1,2000 • • NOTICE OF COMPLETE APPLICATION: ' December 19,20b0 "• ' • • Permits/Review Requested: Environmental(SEPA)Review,Hearing Examiner Site Plan Approval • Other Permits which may be required: Demolition Permits,Construction Permit,Building Permit Requested Studies: Geotechnical engineering report,traffic impact analyses,surface water • • drainage analysis. • • Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, • 1055 South Grady Way,Renton,WA 98055 • . PUBLIC HEARING: Public hearing scheduled for February 13,2001 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th. • floor of the new Renton City Hall located at 1055 Grady Way South. , CONSISTENCY OVERVIEW: . Land Use: • • '. The subject site and surrounding properties are zoned Center Downtown(CD) - ' 1 • Environmental Documents that Evaluate the Proposed Project: Traffic Impact Analysis,Preliminary Geotechnical Engineering Report,Drainage Technical Information Report(Preliminary),Environmental Checklist • Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,City of Renton Municipal Code,Uniform Building Code,Uniform Fire Code,King County Surface Water Design Manual and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: 1. . The applicanfshall.pay the appropriate Fire Mitigation Fee based on$0.52 per square foot of new construction. • .: 2._, : The applicant shall pay the appropriate Traffic.Mitigation Fee based on$75.00 per each new average daily trip • • • • .The to the project. _ . • NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION • • • Comments on the above application must be submitted in writing to Steve Taylor,Project Manager,Development Services •. Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 2,2000. This matter is also scheduled for a public hearing on February 13,2001,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grady,Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division, (425).430-7282,to ensure that the hearing has not been rescheduled.If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing ' Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional • • information by mail,please contact the project manager. Anyone who submits written comments will automatically , become a party of record and will be notified of any decision on this project. .' ' CONTACT PERSON: STEVE TAYLOR (425)430-7219 '. , • • PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • VTO Al PORT d � i Y o ': i�I�iB>.�F I f✓m�0C9®,Ospl�l -b.. ..._.. _ vJ, .• lip t[-ie... •_ k . a s m iiiia .It7- H6 e-,�u l na::•.o a- +•r •:_:,!:G, �P g •'tio � v` YO^•' Irl C:c.!.w ul�'r,u-.�, I • h 9# l'I%? •' i fra u-,v■�t'1111 7 '-nu1Ar•ur-r' �. I c'L y \,�r le`: tgri LI•w �n M.N. � ru w �nG Piz .. Cpr, C`�� l�L , '\\li•<1, . 17.,+.V.PE .i,,1•�• iq Lrc Ji c4ru ::]'17' •.aan.a 1�'I .�- �49 L3 C7'•LL u"-' ..L'1QV ■U."••" a'i�S:' rT II I '` Ilk' .'*ir ,;a.l.T, 1-cZb u u11N D�=i a=41 vL�u,.,mi?, isii �' \ \ ri' [I R I' o-^.t :r•ur,r•a m .. ri 4x 1- �' �a t c¢c :�art Yll••t.-:rra• ., ,T•�� • i 4�?9 >7il`!4i!s; r.19L4111n_C�3L9 laylF:• a -.,-.1, u r■••• r W'e- _ • it, N ;cOmmERCmi., .,.7 ,41.. G. �b. • • _ n •I.:G --r SITES .��•, War Rim ._ t . or 1w� a-I ati`. ra N.rl>�' \4 j _ ro,, 14 c.; •.ram .rjF..L�I w., r.'r!srt > ..!•� �, - . • tt • �, _�:ao� err• cm am cm -. �.` `S; UC iiG� . HIiI� .Yi:IC �•.ti r.C.' ��j, COMMERCIAL .,„.-7 l• 'LI >t,_rr_.1 ',ru,uP., .., .•amn. I.,� /.•7>��, . %t(1��ri t G,: r���Frj If��[*��:c�+� r�ul;K ,rooN ep' _ ql7--- 7< 4' i{'ti a nln, �. >• in _ „ .o...•r 1n:-JSN.I::ii iv'i iM • \.VELVi6C " t.S .19rd�a 1,;T6C ,8SC3, 'COMMERCIAL .3.7ir ---,�` ,►r;1Are•'fav, e HESIOENTIAI.rf'-fr��.i.17�1 1 r'llC.'' �e.� r�¢�' ,�C= T/Ili '�3rC•rVg i� u w W L, dN 17'�. %' li x 1.tfac 1c�i�' i•i u.. a. r}: '�. q.�..�ti•- �,�. sno��lsn t !o)t'.\cam .-.qa?r. _21:^-S• i st�>ti.lisa 7::'u•[�a.+ wTJi M�:, a=jri. 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Renton Wa 98056 Renton Wa 98055 ##723150 1235 ##723150 1240 ##723150 1245 Renton Cornerstone Investments Renton Cornerstone Investments Renton Cornerstone Investments 207 Main Ave S , 207 Main Ave S 207 Main Ave S 'Renton Wa 98055 Renton Wa 98055 Renton Wa 98055 #723150 1255 #723150 1270 ' ##768500 0010 George Properties Schumsky Donald W;Marg ! City Of Renton PO Box 623 2019 Jones Ave NE ' 200 Mill Ave S Renton Wa 98057 ' Renton Wa 98055 ! Renton Wa 98055 # # # # # # # # • I# # # '# # ' # ' # 6 AVERY® Address Labels Laser 5960TM • CITY `'F RENTON Y NAIL .'"` Planning/Builuisig/PublicWorks Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator February 3, 2003 Lawrence Dixon Dixon & Associates, Inc. 212 Wells Avenue South Suite A Renton, WA 98055 Subject: Land Use Permit Extension (LUA00-155) Dear Mr. Dixon: The City of Renton's Hearing Examiner has extended the approved City Center Office Building land use permit for two additional years. Therefore, the land use permit is valid through March 12, 2005. Should you have any additional questions regarding this matter, please do not hesitate to contact me at (425) 430-7219. Sincerely, Jason E. Jordan Senior Planner Cc: Jennifer Henning, Development Services Official Land Use File (LUA00-155) 1055 South Grady Way-Renton,Washington 98055 RENTON AHEAD OP THE CURVE ®This paper contains 50%recycled maternal,30%post consumer CITY C'T' RENTON .. Hearing Examiner Fred J.Kaufman Jesse Tanner,Mayor January 16, 2003 Lawrence Dixon Dixon & Associates, Inc. 212 Wells Avenue South, Suite A Renton, WA 98055 Dear Mr. Dixon: This office has reviewed your request to extend an approved Site Plan(File No. LUA-00-155). Since the decision was issued on March 12,2001,your request is timely. It appears reasonable to approve the requested extension. You should be aware this office is empowered to issue only one such extension. If the permit is not used within the next two years it will expire and cannot be extended again. Please feel free to contact this office if further assistance or information is required. Sincerely, Fred J. Kaufman Hearing Examiner cc: Mayor Jesse Tanner Jay Covington, Chief Administrative Officer Larry Warren, City Attorney Neil Watts, Development Services Director Jennifer Henning, Development Services Jason Jordan, Development Services 1055 South Grady Way-Renton,Washington 98055 -(425)430,6515 R E N T O N AHEAD OF THE CURVE 60 This paper contains 50%recycled material,30%post consumer CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 14, 2003 TO: Fred Kaufman, Hearing Examiner FROM: Jason Jorda�i,, ssociate Planner SUBJECT: City Center Building, LUA-00-155 Site Plan Review Decision Extension Development Services Staff is forwarding you a request from Lawrence Dixon with Dixon & Associates Inc. regarding a site plan review extension for the City Center Office Building (LUA00-155) project. The project is located at 207 Main Avenue South. Pursuant to RMC 4-9-200L1, the applicant may ask the original approving body for a single two (2) year extension. Your office issued the original site plan review decision on March 12, 2001. The Development Services Division has no objections to granting the requested one-time extension. Please do not hesitate to contact me at x7219 should you have any additional questions regarding this matter. c.c. Neil Watts Jennifer Henning Yellow File \\\DAEDALUS\SYS2\SHARED\Division.s\Develop.ser\Dev&plan.ingUej\Jenn projects\city center office extension memo to HEX.doc Jan 13 03 01 : 47p lawrence dixon 4ea-eeb-1Uob p. c DIXON AND A NNOC. \\ INC. DIXON AND ASSOC. INC., Fax Transmittal Form FROM Lawrence Dixon TO: 212 Wells Ave So. Name: Neil WattsSuite A Renton,Wa. 98055 City of Renton Planning Phone: 425-255-2424 Fax: 425-255-3313 CC: Jennifer Henning Email: dixljd@msn.com Phone number: 425-430-7286 425-430-7218 Fax number: 425-430-7300 Date sent: 1-13-2003 ❑ UJrgent Time sent: 1:15 pm 2-For Review ❑ Fiease Comment Number of pages including cover page: 2 a-Please Reply Message: DEVELOPMENT P CITY OF RENTONNI ' JAN 1.3 2002 RECEIVED- Jan 1J UJ U1 : 4 /p iawrence aixon r- - Okz Y/ZO 212 Wells Ave. So, Suite. A • Renton, WA 98055 • (425) 255-2424 • FAX(425) 255.3313 January 13, 2003 Mr. Neil Watts • Senior Planner City of Renton 1055 So Grady Way 6th floor Renton WA. 98055 Ref: City Center Building, Permit LUA-00-155 Dear Mr. Watts: This letter is a request for a one year extension of the above referenced land use permit. Existing market conditions do not favor new office space at this time. It is our hope, the market will be more favorable in a year. Thank you for your consideration. Lawrence Dixon CcJenifer Henning ,. F �R�NTON= ., g � • -� �•CITl ,3 - • -/ . e4 Jesse Tanner;Mayor • .. red J.Kaufman . ;April 2, 2001 - Richard F.Lomari Stonefield'Development,Company' - 301.1'— Mercer Island,WA_98040 Re: , City Center Building ; ' File No: .LUA06-155,SA-H,ECF.::< ;..;,;.., Dear Applicant _ The Examiner's Report and;,on-the.above"referenced matter;which'was issued on March-12, 2001,was not appealed within;the`14-day period"established by ordinance..Therefore;this matter is considered final by this;office and'the file on your application is being transmitted to.the City - Clerk as of this date. 'yf' • Please feel free to contact this office•if further assistance or information is required. .. Sincerely, • /meµ' ;,: - : e _ „ Fred J..Kau man . :, , , Hearing Examiner . . FJK/jt cc: Steve Taylor,Development Services • Sandi Seeger.Development Services _ ' 190 001 1055:'Sputli'Grady Way-Regton, Washington 98055 (42 ).430=(515` �1. - -,03! ;,�# ,: .; ,:: •: .. This p a•ercontains50/recycled material•20% postconsumer- R ,k. AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON) ss. County of King ) wC__ being first duly sworn, upon oath, deposes and states: That on the Idday of d' , , �/ , affiant deposited in the mail of the United States a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: fv� SUBSCRIBED AND SWORN to before me this 1Lfi day ofs/k0.a- 2001. D, e4-,/erw\d) Not PPublic1n and if9r,the State of Washington, Residing at se a (� therein. Application, Petition, or Case No.: City Center Building LUA00-155,SA-H,ECF The Decision or Recommendation contains a complete list of the Parties of Record. • March 19,2001 Renton City Council Minutes Page 86 CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. Appointment:Human Rights Mayor Tanner appointed Donna Wang, 16016 SE 184th St.,Renton, 98058,to and Affairs Commission the Human Rights and Affairs Commission to fill a vacancy for a two-year term beginning 04/26/2001 and expiring on 04/25/2003. Refer to Community Services Committee. Appointment: Human Rights Mayor Tanner reappointed Glenda Williams, 15612 SE 144th St.,Renton, and Affairs Commission 98059, and Edythe Gandy, 3807 NE 8th Ct.,Renton, 98056,to the Human Rights and Affairs Commission for two-year terms expiring on 04/25/2003. Council concur. Appointment:Municipal Arts Mayor Tanner appointed Paul F.Webb, 541 Wells Ave.N.,Renton, 98055,to Commission the Municipal Arts Commission to fill the vacancy created by Catherine Mosher's resignation,term to expire 12/31/2001. Refer to Community Services Committee. Community Services: 200 Mill Community Services Department recommended approval of a one-year lease Bldg.Lease(5th Floor),Data with Data Depth,Inc. for the fifth floor of the 200 Mill Building. Refer to Depth,Inc Finance Committee. Transportation: Reallocation Transportation Systems Division requested authorization to allocate an of Walkway Program funds additional$20,000 from the Walkway Program budget to cover additional costs for the Highlands Neighborhood Walkway and Curb Ramp project(CAG-00- 119)due to a change in the scope of work to include construction of frontage improvements at Learning Land II located on Talbot Rd. Council concur. Airport: South Cove Ventures Transportation Division recommended approval of an airport sublease by South Sublease to Seattle World Cove Ventures dba Aero Dyne Aviation for a portion of the leased area to Cruiser Foundation Seattle World Cruiser Foundation for a term expiring on 12/31/2003. Refer to Transportation(Aviation)Committee. MOVED BY NELSON, SECONDED BY PARKER, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. OLD BUSINESS Transportation(Aviation)Committee Chair Persson presented a report Transportation Committee recommending that the City Council direct Administration to write a letter to Transportation: Request for the Washington Utilities and Transportation Commission(WUTC)Rail Safety 180th St. Crossing Closure Manager opposing the proposal to close S. 180`s Street at the Burlington Northern Santa Fe railroad crossing prior to construction of the S. 180`h Street railroad grade separation project. The WUTC has not made a compelling case that S. 180th/SW 43rd Street should be closed prior to the start of this construction project. The cities of Kent and Tukwila are also on record opposing this early street closure. MOVED BY PERSSON, SECONDED BY CORMAN,COUNCIL CONCUR IN THE COMMIT hE REPORT. CARRIED. Finance Committee . Finance Committee Chair Parker presented a report recommending approval of EDNSP: City Center Garage i the transfer of development and use rights at 212 through 222 Main Ave. S.to Stonefield Development Co.,LLC for a public/private parking structure., The I))1 4 Committee further recommended that the Mayor and City Clerk be authorized �'S G� to sign the lease agreement and any other legal documents as necessary,with 5A- ®Q the understanding that the lease agreement is contingent upon Stonefield Development receiving financing for the construction of their office building. MOVED BY PARKER, SECONDED BY NELSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. APPROVED BY CITY COUNCIL Date, -l7 d I FINANCE COMMITTEE REPORT March 19,2001 City Center Parking Garage - (Referred February 5,2001) The Finance Committee recommends approval of the transfer of development and use rights at 212 through 222 Main Ave S.to Stonefield Development Co.,LLC for a public/private parking structure. The Committee further recommends that the Mayor and City Clerk be authorized to sign the lease • agreement and any other legal documents as necessary. It is understood that this lease agreement is contingent upon Stonefield Development receiving financing for the construction of their office buildin King Parker, Chair Toni o Vice it Don Pers n,Member cc: Sue Carlson • Jim Shepherd - Gregg Zimmerman . . CityCtrGar.rpt\ ^ HEARING EXAMINER'S REPORT March 12,2001 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: Stonefield Development Company,LLC 3011 —80th Avenue SE Mercer Island, WA 98040 File No.: LUA00-155,SA-H,ECF LOCATION: The proposed location for the office building is 207-219 Main Avenue South. The proposed location for the parking garage is 212-222 Main Avenue South. SUMMARY OF REQUEST: The proposal includes a six-story 137,370 sf office building containing a 12,494 sf grade level garage and 124,876 sf of leasable space. To serve the needs of the office building the project will also include a separate six-story parking garage. SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on February 8,2001. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application,field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the February 13,2001 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,February 13,2001,at 9:00 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Sheets Al through A10, Site and application, proof of posting, proof of publication and Building Plans other documentation pertinent to this request. Exhibit No.3: 2-page Drawings of Staff Exhibit No.4: Vicinity Map suggestions for Parking Garage Design Exhibit No.5: Zoning Map Exhibit No. 6: Memo re Traffic Impact Analysis City Center Building - File No.: LUA00-155,SA-H,ECF February 13,2001 Page 2 The hearing opened with a presentation of the staff report by Steve Taylor, Senior Planner,Development Services, City of Renton, 1055 S Grady Way,Renton, Washington 98055. The proposed office building totals approximately 137,370 sf, and contains a 12,494 sf grade level parking garage. The six-story parking garage is proposed on a site located across the street,which is currently used as a City parking lot. The City Council has given preliminary approval to leasing the air rights of the City's parking lot for construction of the project's parking garage. Final terms of the lease agreement are being drafted. Approval of the project will be subject to the Council's approval of the lease agreement. The City will retain a minimum of 45 stalls in the parking garage for public use, and also have the additional parking available on evenings and weekends. The office building is proposed on a 30,000 sf site located west and adjacent to Main Avenue South and South 2nd Street. The site was formerly a service station and is currently used by Jet City Espresso and bakery. The parking garage is proposed on a 20,000 sf site. This project will increase the density of both employment and facilities in the downtown urban core, as part of the Comprehensive Plan. On January 16, 2001,the Environmental Review Committee issued a Determination of Non-Significance— Mitigated for the project. The mitigation measures have to do with following the recommendations of the Geotechnical Report regarding site disturbance and preparation for development activities. Fire and Traffic Mitigation Fees were also assigned to the project. Mr. Taylor continued by describing the project's consistency with site plan approval criteria. This project is subject to the downtown Element and the Land Use Element of the Comprehensive Plan. These elements address striving for sufficient density and land use in the downtown area that will support transit and create an urban district. This proposal conforms to those goals. This project also provides structured parking with the construction of the six-story parking garage. Staff has provided design suggestions to the architect for the visual enhancement of the parking garage. Regarding conformance with Land Use Regulations,there is no maximum lot coverage for CD zoned properties when they are located in the Downtown Core Area,which is the case with this site The applicant will utilize most of the site. The applicant is proposing to dedicate 10— 15 feet additional right-of-way along the alley on the western portion of the office property in order to obtain the 20 feet of right-of-way required for fire access standards. The proposed number of stalls in the parking garage is 391. This includes 8 ADA accessible stalls. A bicycle rack for 10 bikes will also be provided in the parking garage. This project is providing a total of 424 parking spaces, including the 33 stalls in the office building. The height restriction in the downtown area is 95 feet. The office building would arrive at a height of just over 86 feet. Screened mechanical equipment, which is not included in maximum building height calculations, extends approximately 12 feet above the roof deck. The height of the parking garage is 65 feet. Airport regulations restrict buildings in this area to a height of less than 179 feet. Both buildings would be well below that limitation. Regarding landscaping,the applicant proposed to relocate three street trees and add one additional street tree along Maine Avenue South. Three new street trees will be added along South 2nd Street. In terms of mitigation to surrounding properties and land use,the applicant will need to stage several construction trailers near the site to coordinate the work. The applicant was directed to look for adjacent off- street sites for the trailers. The applicant will submit a construction mitigation plan with the building permit. Final location of the trailers will be approved at the time of construction plan approval. The site is in the Aquifer Protection Area 1 Zone. This means there are very strict requirements in terms of the use and storage of hazardous materials,the fueling of construction vehicles and the types of fill material allowed. City Center Building File No.: LUA00-155,SA-H,ECF February 13, 2001 Page 3 This project would develop and improve a currently underutilized site. It is anticipated to increase the amount of employees in the vicinity,thereby encouraging additional development. It should not only conserve area- wide property values, but significantly enhance them. One of the biggest issues with this project was concern about safety, efficiency, and vehicle and pedestrian circulation. The office building will be located on the west side of Main, but the majority of the parking will be on the east side of Main. The applicant located the entrance to the building on the street corner rather than in the middle of the building to encourage pedestrians to cross at the crosswalk. A traffic analysis was conducted for the site. The analysis and recommendations are under consideration by the Transportation Systems Division. Approximately 1,378 average daily trips would be generated by the project. At$75 per average daily trip,the traffic mitigation fee for this project is estimated to be$103,350. In terms of provision of adequate light and air,the building is located in the Downtown Core Area where property line setbacks are not required. The building is appropriate for its location and the designation of the surrounding uses. The design provides for adequate natural light and air circulation to the building. Outside of the actual construction of the building, minimal noise and odor impacts are anticipated. The applicant has indicated an area that is parking now, but might be subject to installation of a generator in the future. Any installation of a generator would need to be reviewed by the City for noise impacts. Both the Fire and Police Departments have indicated that their existing facilities are adequate for this project, subject to the applicant's payment of the necessary mitigation fees. Adequate sanitary sewer, water service and other utilities are available in Main Avenue South and would be extended as necessary to the buildings by the applicant. Transit stops are located both on Maine Avenue South and South 2"d Street.. The proposal would develop a currently underutilized property and enhance the overall appearance of the area;thereby preventing neighborhood deterioration and blight. Staff recommends approval of the project, subject to the following conditions: (1)The applicant shall comply with conditions imposed by the ERC, (2)The applicant shall finalize the long-term lease on the parking lot, (3) The applicant shall dedicate sufficient right-of-way on the office building site to create a minimum 20-foot alley, (4)The applicant shall work with City staff to submit plans incorporating suggestions of architectural features to soften and add character to the street façade of the parking garage,and(5)The applicant shall include plans for the design, location and type of street trees and landscaping with the building plan submittal. Royce Berg, LPN Architects, 3003 80th Avenue SE, Mercer Island, WA 98040 stated that he is in agreement with what was presented by Mr. Taylor, but would like to comment on the recommended conditions. He explained how the upper part of the parking garage might be redesigned, an architectural railing used in the two entryways rather than chain link, and how lighting could be used on the outside of the building. He discussed how landscaping could be incorporated at street level to enhance the building. The trash enclosure and the generator would be tucked back into the alley. A generator would not be installed unless there were a sophisticated user that required one. City standards on noise abatement and housing of the generator would certainly be complied with. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 9:55 a.m. FINDINGS, CONCLUSIONS &DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: City Center Building File No.: LUA00-155,SA-H,ECF February 13, 2001 Page 4 FINDINGS: 1. The applicant, Stonefield Development Company,LLC,filed a request for approval of a Site Plan for an office building and separate parking garage. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Declaration of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site consists of two parcels located on opposite sides of Main Avenue South. The addresses of these various parcels are 207-219 Main Avenue South(west side)and 212-222 Main Avenue South (east side). The subject site is located just south of the intersection of Bronson Way S, S 2nd Street and Main Avenue S. The eastern parcel is the site of the former City Hall's remote parking lot. The western parcel was an old gasoline service station that was Jet City Espresso. 6. The subject site was part of the original Plat of the City of Renton, incorporated in 1901. 7. The subject site is designated CD(Center Downtown). The subject site is exempt from required parking. 8. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of urban, downtown uses, but does not mandate such development without consideration of other policies of the Plan. 9. The western parcel, proposed for the office building, is approximately 30,000 square feet. The eastern parcel, proposed for the parking garage is approximately 20,000 square feet. 10. Both parcels are level. Existing structures or paving would be removed to enable development. 11. The applicant proposes developing a six story office building on the west side of Main and a six level garage across Main to the east. 12. The office building would be six stories or 86 feet tall,not including the 12 feet of rooftop mechanical equipment. The building would be approximately 115 feet deep by approximately 250 feet long(Main frontage). The applicant would dedicate between 15 and 20 feet of the western edge of the property to widen the alley which will provide circulation for a first floor coverage garage area. The facade treatment will have a variety of horizontal and vertical bands to provide visual interest and break up the visual appearance immediately above Main. This treatment will encircle the building. The glazing is proposed to be bronze glass. 13. The main entry and lobby would be located at the northeastern corner of the building. The focus of the lobby at the corner of the building is to attempt to direct tenants to the corner and encourage pedestrians to use corner crosswalks. The garage(to be discussed below)that will serve the main parking needs of the building will be located further to the south across the street and the intent is to avoid pedestrians crossing mid block to enter the office building. City Center Building File No.: LUA00-155,SA-H,ECF February 13, 2001 Page 5 14. The six-level parking garage will be 65 feet tall. Staff recommended changes to a utilitarian garage exterior that utilizes chain link fencing on the tower. The applicant has proposed some planters to soften the exterior facade. Staff suggested some stripping or detail work on the exterior upper parapet and base and the use of decorative steel or color mesh. They also suggested sculpted brick or other stone or facade detailing treatments. The garage would be served by one or two elevators. There would be benches located along the sidewalk along the west facade of the garage. 15. The entrance to the garage would be near its northwest corner. There is some concerns about sight distances for vehicles approaching the driveway from the north as they round the Bronson-Main transition or intersection,which is not a 180 degree alignment. The traffic analysis suggested 3 or 4 street parking spaces south of the garage entrance be removed to accommodate merging from the garage to the street. The garage will be set back approximately six(6)feet from its eastern alley to accommodate the Fire Station located east of the alley. 16. The applicant will be providing a total of 424 parking stalls. Thirty-three stalls would be located in the first level of the office building while the remaining 391 stalls would be across Main in the parking garage. Bicycle rack parking will be located in the garage. 17. Access to the building and garage will be primarily via Main Avenue. The office building garage will allow access or egress to the alley to the west of the building. The proposed alley widening will help accommodate such circulation. CONCLUSIONS: 1. The Site Plan Ordinance provides a number of specific criteria for reviewing a site plan. Those criteria are generally represented in part by the following enumeration: a. Conformance with the Comprehensive Plan; b. Conformance with the Building and Zoning Codes; c. Mitigation of impacts on surrounding properties and uses; d. Mitigation of the impacts of the proposal on the subject site itself; e. Conservation of property values; f. Provision for safe and efficient vehicle and pedestrian circulation; g. Provision of adequate light and air; h. Adequacy of public services to accommodate the proposed use. The proposed use satisfies these and other particulars of the ordinance. 2. The development of the office building and garage will help in the effort to redevelop and change the face of downtown Renton by adding a new office building to the mix of new residential buildings that have been built or are being built within the downtown core. It will also provide a new employment base for commercial operations. City Center Building - File No.: LUA00-155,SA-H,ECF February 13, 2001 Page 6 3. Both structures meet the governing regulations of the Zoning Code regarding height, setback and use. Compliance with the Building and Fire Codes will be determined when detailed plans are submitted for a building permit. 4. The applicant has made provision to increase the alley width to allow it to serve for circulation for the office building's internal parking lot. The applicant also provided a larger setback to the rear of the garage near the fire station. The tenants of the building will clearly generate more traffic then current uses, but staff has noted that the area can support additional traffic in the urban core. The garage will clearly be taller than the existing open surface parking lot and will shade the property to its north. Since 95 foot tall structures are permitted,this would not be contrary to the Zoning Code. 5. The exterior appearance of the building, its corner entry and lobby all add visual interest to the office building, particularly at this prominent corner. On the other hand, staff is correct about the rather ordinary appearance of the garage. Staff recommended a variety of possible trim and detail elements. Actually, it would be preferable if the garage was patterned after the exterior appearance of the office building to a greater extent. If only one element from the office building were carried over,the cornice of the office building should be replicated as best as possible on the garage. 6. The development of the subject site should not adversely affect property values. There will be shading of the property north of the garage but,again,the Zoning Code and Comprehensive Plan are designed to encourage urban development in the downtown core area of the City. 7. The circulation for both parking in the office building and garage seem appropriate. Staff and the applicant will have to work on the access and egress to the parking structure to assure that street functions are not hampered as cars enter and leave the garage. While the City and applicant have agreed that the corner lobby should encourage crossing at the signal,human nature will probably generate mid- block pedestrian crossing of Main. 8. As noted above,the proposal will affect light to its northern neighbor, and fumes could moderately affect air quality next to the garage. The construction of an office building and garage will increase the general urban noise levels as.would be expected in the downtown. 9. The site can be provided with adequate public services. DECISION: The proposed site plan is approved subject to the following conditions: 1. Applicant shall comply with the ERC mitigation measures prior to issuance of a building permit. 2. Prior to building plan approval,the applicant shall enter into a lease agreement with the City of Renton regarding the use of the City's parking lot for the project's parking garage. 3. Prior to building plan approval,the applicant shall dedicate sufficient right-of-way(10-15 feet)along the alley frontage of the office building site to create a minimum 20' alley. This alley shall be paved along the property frontage according to City Standards. 4. The applicant shall include plans for the design, location and type of street trees and landscaping with the building plan submittal. Such plan shall be subject to the review and approval of the Development City Center Building File No.: LUA00-155,SA-H,ECF February 13, 2001 Page 7 Services Project Manager. The applicant shall be responsible for the care and maintenance of proposed landscaping,not including street trees. 5. The applicant shall incorporate the office building's cornice treatment as best as possible on the parking garage and work with staff to improve its street appeal. ORDERED THIS 12th day of March,2001. • Larse_e_______ FRED J. KA IMAN HEARING E MINER TRANSMITTED THIS 12th day of March, 2001 to the parties of record: Steve Taylor Royce Berg 1055 S Grady Way LPN Architects Renton, WA 98055 3003 80th Avenue SE Mercer Island, WA 98040 TRANSMITTED THIS 12th day of March, 2001 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members, Renton Planning Commission Neil Watts, Development Services Director Larry Rude,Fire Marshal Sue Carlson,Econ. Dev.Administrator Lawrence J. Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Betty Nokes,Economic Development Director Pursuant to Title IV, Chapter 8, Section 15 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,March 26,2001. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 110,which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. City Center Building -- File No.: LUA00-15 5,SA-H,ECF February 13, 2001 Page 8 If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. j. (If . , 1 . tio 0. �� �,�/ H ® •iari Cp( 5EILED. ,i i 9P t ''Ml /.iiagp= 5 ra, in t'.ca:i' , .�.� lel�q ua' sa•. 11l. K1 rums,- h i yi_w:_i 1�56C .I7C Q{ .1/A ! L „'J1111J _ M!�17``f" 'q ,,ao" ' .na�.r `7.+t "" :L:i _ ..CI q )rli 11::ii. 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PARK .. ., npp� '�1�000D�'.p�" '+ppq to ::Y [" • � - - ['� • '�Jl�C7Z :'r, *�l'1�[b \� ei yr' ® \.. 02de86..0:.1 EN a0i o06A0A1 • ' = 'it ,, 6•—�' ® F�c�'I' �il�. 111-Ali . ,..-......„— " • r. .,.t., zieiFf . ... 02/08/01 ' 14:03 FAX 20623066,17 ARCHITECTURE & PL.ANNING _ Z003 can-mc-. ms.em•�.. _ I —1` o G"oro �qc9 mA s i a ,(y k',,b^ 1' ti.�Y:. ti's�h•, �kr'`+p�W.V° b`t.'` V: y%;;,'h„^kk• .'l�- 1 6 ,.LL'.t_ _, ;y� ,i'';'n�'^la k';^.�';;' ,.,���"h,'.'�t���',,t �a�., .�^,["[ �'^1+�'�,�y���,��nh .� ... ,-------t ,. --,,t,:r win - .'�00'tJ�* C7uw' et +. 4 —a Nv...‘ ,ii.., .. ,...:4 , , ,,I.... %V A's!1 r� =�- - ii. 1 1 - 1 \9mtroVmm:r.- 5 ��;;�',���4�,,,ta'b^^^i;� \,ihh��,°�"1+,,' l�, I 11891d aIli �nging* �,� A■ ■wrismiams.�m fife�' ' 'e4..;', . �•■C•:CCCCassC�C��C:: C1 ...,,,,v....c• ,k,\\:*_.,,,,,k,. .7.,,\5V,NN I 1 iii gonna • I.Erum--.-0,11=Eilipi \N\,,.\,,;.k ,':• arts- allInimmwia !` I 0 ` - 0 O PL. 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V,NQ: WM 9t11 N7 0% ri I OMM 1910) A-8 w\ a ALLEY ELEVATION IWEST) f1/18'� 3 cnrR j, CV O ' / O �D'drOR/'AAIR MIA. 11. -,1 94+1 f 1 Arn 631 arvlrot s111r o NI 3y.: :r ,•.I• !rat _.1Li=i " - !' - 7 WIECA1r Q MNQ 41 1I1317 lu'-d a;- !!l S '1Z� �' -- IW 1. pa IAl179 IP`-d PLr f.-,_'� tl CD 17a. o• i :1:�_ T_: i:i ice. Qi I nnn '''---- .-} i•__- -- iiri�� 1�� ;lei !""1 agne(,��ICJua ) �l.�� . r ._ 'i,�l?!- - - t,.y\ " - i O(IAf. vAA7D:UIIRf o ff»! ... 5'• 11II3k l':=3 r5I�(mDLn°i!�i d = v/!Ll'JII.OC1.Ot •M)f41AmiS 0 MAIN AVENUE SOUTH ELEVATION(WEST) al 1/18' 1 y MI CD i Lttt rnrlxrtNilul rorgl roe l Iffi-tf t t)LR WAPf Z a 511 U1fA0 31'd . III3 ' ' O d 1-1 1 1 4 1 1 1 1 1 E 11�-1- -I_��--..-- �-� -. t~o ! 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I 79 ul[r1a Ll7s o I._ �:7 `��1 �..."'- -.Z.'' _ ��I�I"r- l GARAGE sl _.il R !- i an LunID 1.�lr'-It �'MP ' -''' - ELEVATIONS :�-!:• :Id:` _ 19L d; IA ViONf is-d . __ 'seemmo .-ii N wan"LEVI Iv(isleuarJ :I��'�811'= 1�. o _ L_.r',_ •-I I �pry filaDl0 t6/$•flA6-E11YgN: O Cm OL 1STl:\ 5 F�i7'Is n u rJ78 AIII gYtl IRV ID q1 O\ i s ALLEY ELEVATION(EAST) II!SS'� a gcrt N O CITYOF RENTON <CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING'. On the E3 day of -biw , 2000, I deposited in the mails of the United States, a sealed envelope containing Ret00- tt. A-teexi n 80.4VMVIAP'documents. This information was sent to: Name Representing R‘cirvc rd Lo-wvu"rr SCo��freld lleuclopuvu J • Rev,l0 v‘ Co►rn.A.I-s -v J-- I Imre v s orvor- s 0%uelbiss (Signature of Sender) S&yvd,xt-V- Se•- ex-' STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that S-A1\el i a ov signed this instrument and acknowledged it to be his/her/their free and voluntary act for thees and purposes mentioned in the instrument. Dated. �JOI .N I- , Notary ublic i " nd for the State of Was i ,;�n NOTARY KAMCHEFF STATE OF WASHINGTON Notary (Print) COMMISSION EXP•.RES My appointment expires: JUNE 29, 2003 Project Name: (&-t, . Project Number: Lv , OU • 1 SS 51q -H ,F1__T NOTARY2.00C NOITCE . ENVIRONMENTAL DETERMINATION&PUBLIC HEARING POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: CITY CENTER BUILDING PROJECT NUMBER: LUA-00.155,SA-H,ECF The proposal Includes a six-story 137,370 eq.ft.office building containing a 12,494 sq.ft.grade level garage and 124,576 sq.1t.of leasable space. To serve the needs of the office building the project will also include a six-story parldng garage,containing approximately 391 parking stalls,to be located across the street(on the east side of Main Street),on lend leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South end exit via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. All existing structures will be removed from the site. Location: The proposed location for the office building is 207-219 Main Avenue South.The proposed location for the parking garage is 212-222 Main Avenue South. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed In writing on or baron 5:00 PM February 5,2001. Appeals must be filed In writing together with the required$75.00 application fee with:Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 95055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-5-110.Additional Information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425).4304510. A Public Hearing will be held by the Renton Hearing Examiner In the Council Chambers on the seventh floor of City Hall,1055 South Grady Way,Renton,Washington,on february 13.2001 at 9:00 Am to consider the proposed Site Plan. The applicant or representative(s)of the applicant Is required to be present at the public hearing.If the Environmental Determination Is appealed,the appeal will be heard as pan of this public hearing. ' 7 t 77"® iWFY� O 71 l%•\744. r7'k-164111111/42"S. tl« ale `-3 >, ,jd' ' !s IS A .ajp .. :, , • r r,1 7:.. na a i I ,��c Hie` ! } 'F IL,.. i'.'4It7*. 4, Liiili-py eft f i, o \ ,,, .,„„,„:„1,cr . . //:,,, " iCt:I.'.1". ' AA-4 Gn SITES;•K t TC ,41:' , .«._ Al i s 0"',cell:fR 7* 1 104 1 ill�,NiCC +'iG.1 pia .,i .,nx�W 1 x 1 '.1 etM; ri tt.ra n ' P .C� -tstL`)',A1 t s -r FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBER when calling for proper file Identification. CERTIFICATION I, 411,40 c begak I~1 , hereby certify that -3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on - c,it 1-1, c)i • Signed: (24„ ' ATTEST: Subcribed an worn before me, a Nortary Public,in and for the State of Washington residing in k;. , on the 2-h -1 day of Tho 4 A i „Doe/ t - --w - -- - - - . MARILYN KAMCHEFF ► _-'Y-) s',--�-y 1 NOTARY PUBLIC e p • STATE OF WASHINGTON r x lx•�el4 ?E. FF COMMISSION EXPIRES ;i`a PPOINTM'`E EXPIRES:6-29-03 JUNE 29,2003 l' NOTICE OF ENVIRONMENTAL AFFIDAVIT OF PUBLICATION DETERMINATION • Barbara Alther, first duly sworn on oath states that he/she is the Legal Clerk of the ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON SOUTH COUNTY JOURNAL The Environmental Review Committee has issued a Determination 600 S. Washington Avenue, Kent, Washington 98032 of Non-Significance Mitigated for the following project under the authority of the Renton Municipal Code. a daily newspaper published seven (7) times a week. Said newspaper is a legal CITY CENTER BUILDING newspaper ofgeneralpublication and is now and has been for more than six Proposed six-story 137,370 sq.ft. g months prior to the date of publication, referred to, printed and published in the office building with a 12,494 sq.ft. English language continually as a daily newspaper in Kent, King County, grade level garage and 12a.a7s il i sq.ft. of leasable space. The project Washington. The South County Journal has been approved as a legal will also include a six-story parking newspaper by order of the Superior Court of the State of Washington for King garage, with approx. 391 parking c stalls,to be located across the street County. (on the east side of Main Street).on r The notice in the exact form attached, was published in the South land leased from the City of Renton. n County Journal (and not in supplemental form) which was regularly distributed to oVehicles would enter the City Center the subscribers during the below stated period. The annexed notice, a Sfoluth and de it via the alley to the west. Vehicles will enter and exit City Center Building the parking garage via Main Avenue S. All existing structures will be removed from the site. The as published on: 1/22/01 proposed location for the office building is 207-219 Main Avenue The full amount of the fee charged for said foregoing publication is the sum of South. The proposed location for $87.50, charged to Acct. No. 8051067. the parking garage is 212 222 Main Avenue South. Appeals of the environmental Legal Number 8648 determination must be filed in writing on or before 5:00 PM February 5, 2001. Appeals must be filed in writing together with the required $75.00 itl' I- -- application fee with:Hearing Examiner, City of Renton. 1055 South Grady Legal Clerk, South County Journal the Exam hoer are governed by Citys o o.f Renton Municipal Code Section 4 8 ma�y'++ 110. Additional information regarding Subscribed and sworn before me on this o`=l day of , 2001 ne appeal process may be obtained from the Renton City Clerk's Office, ``���l11Illrrrr/, (425)-430-6510. A Public Hearing will `\``��,�N M. f E. .,_ AMbe held onCl�ebroufary 13,Renton00Co9n00 iiiiiiio ����. .A�SSION E,+.P�Al,2,i Chambers to consider the proposed N Y 1(),_ � AiSite Plan. If the Environmental :c,� `ccal% C' -- �! Determination is appealed. the appeal ar: 0TAR cn f�.0 t _ will be heard as part of this nuniic —o— = hearing. ? ,, Notary Public of the State of Washington Published in the South County O UB�� a.: — Journal January SIP•,�. O?• Z` residing in Renton 22,2001.8648 '',�1j.'•te C 2 6 .2�'c... �`� King County, Washington --- /,,,,oFrWAsy\\‘‘. AI CITY OF RENTON HEARING EXAMINER PUBLIC HEARING FEBRUARY 13, 2001 AGENDA COMMENCING AT 9:00 AM, COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. PROJECT NAME: City Center Building PROJECT NUMBER: LUA-00-155,SA PROJECT DESCRIPTION: The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a six-story parking garage, containing approximately 391 parking stalls, to be located across the street(on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. All existing structures will be removed from the site. Location: The proposed location for the office building is 207- 219 Main Avenue South. The proposed location for the parking garage is 212-222 Main Avenue South. PROJECT NAME: Wastewater Treatment Plant P-1 Rezone PROJECT NUMBER: LUA-00-169,R PROJECT DESCRIPTION: The subject proposal is the rezoning of a 90.7-acre industrial site used for treating regional wastewater(sewage)from the Public Use (P-1)Zone to the Industrial Medium (IM)Zone with a P-Suffix designation attached. This rezone is part of a series of approximately fifty(50) P-1 rezones of the City's former Public Use (P-1) Zone. This zone is being phased out pursuant to Council's 1994 direction to do so. No change of use is anticipated as a consequence of this proposed rezone. Under the IM zoning the existing wastewater treatment facility would be allowed to expand pursuant to existing approvals. This is a non-project action and no changes are proposed within the treatment plant as a result of this rezone. Location: King County Southeast Wastewater Treatment Plan, 1200 Monster Road SW.; at the intersection of Oakesdale Ave SW and Grady Way. The subject site is in the northwest quadrant of this intersection. The plant lies between Monster Road on the west and Oakesdale Avenue SW on its north and east edges. Agnda City of Renton PUBLIC Department of Planning/Building/Public Works HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: February 13, 2001 Project Name: City Center Applicant/ Stonefield Development Company, LLC Address: 3011 -80th Avenue SE Mercer Island, WA 98040 Owner/ Renton Cornerstone Investments Address: 212 Wells Avenue South Renton, WA 98055 File Number: LUA-00-155, SA-H, ECF Planner: Steve Taylor Project Description: The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a separate six-story parking garage, containing approximately 391 parking stalls, to be located across the street(on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. All existing structures will be removed from the site. Project Location: The proposed location for the office building is 207-219 Main Avenue South. The proposed location for the parking garage is 212-222 Main Avenue South. -1 - �+ mv: -.r.r unG , - -`xv.- 9.� I ++ ff'm ;8: it '+ m-, Drl mom • ,� � � 4 L,.is.pr , 1 nr-r7.1 09% Itt• lei -IV 42,• . e, ,,--.-:,,-t—c ci,_“,. LAI' >9 nko...,...,,,,,.:„0 ,,,t, --;.. �I( 1 1.7P). 4?!,k 1I0AWr��4',,,, 3-o L.i v:- ; , • ❑ y � 9 syei�LD� e' �J/w� hr 222!!! ___ -t it N / ;: _ AmPO 4 O WAY ' ill 9:ti ,A. GU Sr'--'.+ 'Kt c al tic it Ate] 1 _ .•Y. i 9 4'y�7,a�.'Kt 0 / •rcr:__ �h'o[R 'mu-. R ,�rs:1� Sao �. '� . d QRF+11w iiii -p •:J ��� /�`r✓ tI p e.[�a•t r '•• 7t a i J +L , ,�raucuv ��A L17 ff ��'s,4\V�.4 s�1141 o ml•r n'W W �"�•, i,lL'J!!l:lm 1h lilji 6 '�" I n 1, ems. ,9 9j , . i- am 1 �ED%�" ,o• �'. .!�/f 1 4pA.. a R. .1M -aiimmArA .f; I' .0.:4�= 41> �,, 91 -GO .. ;` , - _ iir'•..ti icni Ir.i ]oil 71Z4 • F9 4 _ •..di '� , //?„,. `"+� rs, 'l COMMERCIAL PARK.� yo '•�� �, IA Ip4\ , m .11 wisp. p le... t 1. La a +F. •'m SITES - L^�� C;/ �, Cedar River >� •ox.� 7v+�' +��;,,,,,� -® �� Park ,c� nrflr I^11NRI .a aw.ir� w rs [�e �+ COMMERCIAL �y G � n>�y'' illt♦lsl� rl91.= rim`s • C3� .7E L 'Y.�//s'' l•� L .,.:Iti[s COMMERCIAL vI E a 41r�� ',c� , - ale oa �u�. ^ \ ,I I.: r ' It '' U4I >t;t:.s '4 HL.Ae: •'16tto C iit *I ti. u sT.1 r1- �. —! COMMERCIAL sue.�:�a��---„�a sou I =a or!s row, �,���f %[Iu1..J.�-4 Rink .7iFl1111L �lA�`. _• -_ , rv--=- " >. a n� s 1C1 ��!!t' •I till r" i N'YCi X . • - 6�] 76. 9,,r;.� .;F',.. .. . 1 0 1 ��,. [M M rr COMMERCIAL is V RESIDENTIAL- 1 ••.kl uuMUEq dl�b.�s i c.il._i� ILY0R� _ is�• T �s �CF3 ����'Ii3r+� L7rll�`T's ®�PA L-�'�1� �!� gar: �� • r G.d •�,�k% sw,� i._ rri. rti•i--•r,,.�st•Si►1.1= i1 ��CO - .P�# . •• C2' • 3R0 R•" �u"' COMMERCIALro lEinl M' W' 1 = �.�1!-. �:�L a __ mot' 7- {Ell r .• • s�.!'"ti ;r141"�.t` ,9 . ij�` � 1 57gOWivli : i' 1' \ 0000. It�' ,if.Lt�y� !i. yr� 'r9 �\Sv17"t1!\.�Q j) �. p( • Y; c .p'� rya $ �r3a[Ar,"\�• 11 ' 3 Ka:o M iC�- a `� �t "' Y.S.W COMMERCIAL , Ili'o :,, 4 ..H. ..c •. �/ 'i:{'• ® !��i.,. Q1 f�Y_L; RESIDENTIAL tl_.nA.°,$!ATRE ! _— _ram 'W �7 _ __- ' City of Renton P/B/PW Department .:''iminary Report to the Hearing Examiner CITY CENTER LUA-00-155,SA-H,ECF PUBLIC HEARING DATE:February 13,2001 Page 2 of 8 B. EXHIBITS Exhibit 1. Project File containing the application, reports,staff comments, and other material pediment to the review of the project. Exhibit 2. Site and Building plans, Sheets A-1 through A-10 submitted 1/26/01. Exhibit 3. 2-page drawings of Sheet A-10 containing staff suggestions regarding parking garage design features. Exhibit 4. Vicinity Map Exhibit 5. Zoning Map C. GENERAL INFORMATION: 1. Owner of Record: Renton Cornerstone Investments 212 Wells Avenue South, Suite A Renton,WA 98055 2. Zoning Designation: Center Downtown (CD) 3. Comprehensive Plan Center Downtown (CD) Land Use Designation: 4. Existing Site Use: Presently, the office site is an unpaved parking lot with and old service station now used as a single story coffee and gift shop located at the northwest corner. The garage site is currently a paved city public parking lot containing 45 stalls. 5. Neighborhood Characteristics North: 1-story commercial buildings; Center Downtown (CD)zone East: City of Renton Fire Station; Center Downtown (CD)zone South: 1-3 story commercial buildings, Center Downtown (CD)zone West: 1-story commercial buildings; Center Downtown (CD)zone 6. Access: Main Avenue South 7. Site Area: Office site 30,000-sf. Parking site 20,000-sf. 8. Project Data: area comments Existing Building Area: 1,875 sf Existing building will be demolished as part of the current proposal. New Building Area: Office building 137,370-sf N/A Parking garage 111,834-sf Total Building Area: 249,204-sf N/A City Center HEXRPT.doc City of Renton P/B/PW Department r ,Minary Report to the Hearing Examiner CITY CENTER LUA-00-155, SA-H,ECF PUBLIC HEARING DATE:February 13,2001 Page 3 of 8 D. HISTORICAUBACKGROUND: Action Land Use File No. Ordinance No. Date Zoning N/A 4404 06/07/93 Comprehensive Plan N/A 4498 02/20/95 Original City of Renton Plat N/A N/A 1901 E. APPLICABLE SECTIONS OF THE DEVELOPMENT REGULATIONS (RMC TITLE IV): 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-120.B: Commercial Development Standards 2. Chapter 3 Environmental Regulations 3. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations—General Section 4-4-060: Grading, Excavation, and Mining Regulations Section 4-4-080: Parking, Loading, and Driveway Regulations Section 4-4-090: Refuse and Recyclables Standards 4. Chapter 6 Streets and Utility Standards 5. Chapter 9 Procedures and Review Criteria Section 4-9-200: Site Plan Review 6. Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element 2. Environmental Element 3. Downtown Element 4. Economic Development G. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant has submitted an application requesting Site Plan approval for the construction of a 6-story office building and a 6-story parking garage. The subject sites are located within the Center Downtown (CD)zoning designation. The office building is proposed on a .68 acre (30,000-sf)site located west and adjacent to Main Avenue S. and South 2nd Street. The site was formerly a service station and is currently used by Jet City Espresso and bakery. The parking garage is proposed on .46 acre (20,000-sf) site located across the street at 212- 222 Main Avenue South, which is currently utilized as a City parking lot. Both sites are relatively flat with no special features. All existing structures will be removed during development. The Renton City Council has give preliminary approval to leasing the air rights of the City's parking lot for construction of the projects parking garage. Final terms of the lease agreement are being drafted. Approval of this project will be subject to the Council's approval of the lease agreement. The proposed office building totals approximately 137,370 sq.ft. and contains a 12,494 sq.ft. grade level parking garage and 124,876 sq.ft. of leasable space. The parking garage is 111,834-sf and contains 391 parking stalls. It will be located across the street(on the east side of Main Street), on land leased from the City of Renton. City Center HEXRPT.doc City of Renton P/B/PW Department :Jiminary Report to the Hearing Examiner CITY CENTER LUA-00-155,SA-H,ECF PUBLIC HEARING DATE:February 13,2001 Page 4 of 8 Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), on January 16, 2001 the Environmental Review Committee issued a Determination of Non-Significance, Mitigated for the City Center Development. The DNS-M included three mitigation measures. A 14-day appeal period commenced on January 22, 2001 and ended on February 5, 2001. No appeals of the threshold determination were filed. 3. ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposed project, the following mitigation measures were issued for the Determination of Non-Significance—Mitigated: 1. The applicant shall follow the recommendations of the Geotechnical Report prepared by Earth Consultants, Inc. dated November 22, 2000, with regard to any site disturbance, preparation, or development activities. 2. The applicant shall pay the appropriate Fire Mitigation Fee equal to $.52 per square foot of building square footage. The Fire Mitigation Fee is payable prior to issuance of the building permit. 3. The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the project. This fee is payable prior to issuance of the building permit 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. CONSISTENCY WITH SITE PLAN APPROVAL CRITERIA As per RMC 4-9-200.E, "The Reviewing Official shall review and act upon site plans based upon comprehensive planning considerations and the following criteria. These criteria are objectives of good site plans to be aimed for in development within the City of Renton. However, strict compliance with any one or more particular criterion may not be necessary or reasonable. These criteria also provide a frame of reference for the applicant in developing a site, but are not intended to be inflexible standards or to discourage creativity and innovation. The site plan review criteria include, but are not limited to, the following": (A) CONFORMANCE WITH THE COMPREHENSIVE PLAN, ITS ELEMENTS & POLICIES The Comprehensive Plan Land Use Map designation for the property is Center Downtown. The objective of the "Center" designation encourages a wide range and combination of uses developed at sufficient intensity to maximize efficient use of land, support transit use and create and urban district. The proposal appears to conform to the Center objective, as well as the Center policies contained within the Land Use Element of the Comprehensive Plan. The project also conforms to several objectives of the Downtown Element such as DT-5, revitalize the downtown core. DT-11, uses that employ 50+ employees per acre should be encouraged to locate inside the designated core. DT-29, encouraging structured parking. Objective DT-G seeks to improve the visual and physical appearance of buildings to create a more positive image for downtown. The applicant has worked to create a positive and distinctive City Center HEXRPT.doc City of Renton P/B/PW Department . •_.Iiminary Report to the Hearing Examiner CITY CENTER LUA-00-155, SA-H,ECF PUBLIC HEARING DATE:February 13,2001 Page 5 of 8 design for the building but staff believes the design for the parking garage could be significantly improved with the following suggestions. 1. Horizontal stepping of the upper parapet and the base, possibly utilizing the base for plantings. 2. Use a stainless steel mesh with a color or link overlay fabric for decorative effect rather than chain link on the elevator tower opening. 3. Up lighting over the canopy to wash the face of the elevator tower. 4. Consider utilizing a decorative treatment e.g. sculptured brick or rustication along the street face of the base. The applicant shall submit plans that incorporate some of the above suggestions or use other architectural features that soften and add character to this rather imposing building. (B) CONFORMANCE WITH LAND USE REGULATIONS The subject site is zoned Center Downtown (CD). The CD zone is established to provide for a wide variety of uses including commercial, residential, entertainment and personal/professional services. Professional business offices and administrative headquarters as well as retail uses are considered primary permitted uses in the CD zone. Parking garages are allowed as a secondary use in the CD zone. The project's compliance with the development standards pertinent to the proposal is discussed below: Lot Coverage—There is no maximum lot coverage for CD zoned properties when they are located in the Downtown Core Area which is the case with this site. The building footprints for both buildings will cover most of the site. The applicant is proposing to dedicate 10-15 feet additional right-of-way along the alley on the western portion of the office property in order to obtain 20 feet of right-of-way,which would meet fire access standards. Setbacks/Landscaping—Setbacks and landscaping is not required for sites within the Downtown Core area. As mentioned above, the buildings will occupy most of the site area. A 10-15 foot strip will be dedicated for alley right-of-way on the west side of the office building. The parking garage is setback approximately 6 feet from the alleyway on the east side of the proposed parking structure. One deciduous tree will be removed from the office site and ten trees will be removed from the garage site. The applicant proposes to relocate three street trees and add one additional street tree along Main Avenue South. Three new street trees will be added along S. 2nd Street. Also proposed, are five hanging baskets with colorful flowers along the front of parking garage. The applicant shall be responsible for care and maintenance of the proposed landscaping. Final design and location of the street trees shall be subject to approval from Development Services. Height—A maximum building height of 95 feet is permitted within the CD zoning designation. The proposed four-story office buildings would arrive at a finished height of just over 86 feet. Screened mechanical equipment, which is not included in maximum building height calculations, extends approximately 12 feet above the roof deck. The height of the parking garage is 65 feet. Airport regulations restrict buildings in this area to a height of less than 179 feet. Both buildings would be well below that limitation. Parking, Loading, and Driveway Regulations —Although no parking is required in the Downtown Core Area, the project would provide a total of 424 parking spaces (33 stalls in the office building and 391 in the parking garage). This number includes 205 standard stalls, 209 compact stalls, and 8 ADA accessible stalls. A bike rack for 10 bikes will also be provided in the parking garage. Had this project been subject to parking regulations, it would have required that 420 spaces be provided (375 for the office building &45 on existing parking lot). The conceptual parking plan conforms to the minimum requirements for drive aisle dimensions and the provision of ADA accessible parking stalls. City Center HEXRPT.doc City of Renton P/B/PW Department liminary Report to the Hearing Examiner CITY CENTER LUA-00-155,SA-H,ECF PUBLIC HEARING DATE:February 13, 2001 Page 6 of 8 (C) MITIGATION OF IMPACTS TO SURROUNDING PROPERTIES AND USE Potential short-term noise and traffic impacts would result from the initial construction of the project. The applicant will need to stage several construction trailers near the site to coordinate the work. Due to the impacts on traffic circulation, the applicant was directed to search for adjacent off-street sites for the trailers. The applicant will submit a construction mitigation plan with the building permit. Final placement of the construction trailers will be approved at the time of construction plan approval. Existing code provisions that limit construction work hours, and the applicant's construction mitigation plan, which indicates proposed work hours from 7:00 am to 6:00 pm, Monday through Friday,would mitigate these impacts. (D) MITIGATION OF IMPACTS OF THE PROPOSED SITE PLAN TO THE SITE The area proposed for development is relatively flat with site elevations of approximately 44 feet NAVD. The geotechnical report indicates that excavation of about 10 feet would be necessary to expose competent native soils. Structural fill would need to be imported to the site. In addition to the building to be demolished, the site is currently developed with asphalt and concrete pavement and some smaller gravel-surfaced areas. The project would only slightly increase the current amount of impervious surface area, thereby resulting in a nominal increase in the rate of storm water runoff from the site. The site is located in the Aquifer Protection Area 1,which includes additional requirements for the protection of the City's drinking water. These standards cover the use and storage of hazardous materials, the fueling of construction vehicles and the types of fill material allowed. The applicant is subject to all requirements of the APA-1 zone including a certified source statement regarding fill material. As part of the Determination of Non-Significance— Mitigated (DNS-M) issued for the project, the Environmental Review Committee has required that the applicant comply with the recommendations contained within the Geotechnical Report regarding site preparation and construction. Potential erosion impacts that could occur during project construction would be adequately mitigated by the measures imposed by the ERC, as well as City Code requirements for approval of a Temporary Erosion and Sedimentation Control Plan (TESCP) pursuant to the King County Surface Water Design Manual (KCSWDM) and a Construction Mitigation Plan prior to issuance of Construction Permits. A detailed landscape plan would need to be analyzed prior to the issuance of building permits in order to verify proposed street trees are located properly. (E) CONSERVATION OF AREA-WIDE PROPERTY VALUES The project would develop and improve a currently underutilized site. The proposal is anticipated to increase the amount of employees in the vicinity, thereby encouraging additional development. Therefore, the project is anticipated to conserve area-wide property values. (F) SAFETY AND EFFICIENCY OF VEHICLE AND PEDESTRIAN CIRCULATION Both the proposed office building and the parking garage would be accessed from Main Avenue South, which is one-way south bound. Vehicles would exit the proposed office building via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. The development would result in an increase in traffic trips on the local street system and therefore would be subject to the City's Transportation Mitigation Fee. A Trip Generation Analysis, dated November 28, 2000, by Transportation Planning, Inc. was submitted for review. The analysis estimated that 1,378 additional average daily trips would be generated by this project. To offset the impacts to the City's transportation facilities, a Transportation Mitigation Fee is calculated at $75 per average daily trip attributable to the project. The traffic mitigation fee for this project is estimated to be $103,350. The traffic report also looked at safety and circulation issues and suggested that 3-4 stalls of street parking be removed just south of the garage entrance on Main Avenue to facilitate exiting City Center HEXRPT.doc City of Renton P/B/PW Department __.=diminary Report to the Hearing Examiner CITY CENTER LUA-00-155,SA-H,ECF PUBLIC HEARING DATE:February 13,2001 Page 7 of 8 the garage. The analysis and recommendations are under consideration by the Transportation Systems Division. The parking plan appears to provide adequate aisle widths and backout distances for the safe and efficient circulation of vehicles. Improvements to sidewalks and benches along the parking garage are designed to encourage and attract pedestrian usage. The entry to the office complex is located at the street corner to encourage pedestrians to use the sidewalks rather than cross the street in the middle of the block. Signage placed in the parking garage will also reinforce this. Truck hauling hours are limited to between 8:30 a.m. to 3:30 p.m. under the Development Guidelines Ordinance in order to avoid conflicts with peak hour traffic. The Traffic Planning Section will review construction-related impacts prior to issuing final construction permits. (G) PROVISION OF ADEQUATE LIGHT AND AIR The proposed office building is located in the Downtown Core Area building where property line setbacks are not required. The building is appropriate for its location and the designation of the surrounding uses. The design provides for adequate natural light and air circulation to the buildings. (H) MITIGATION OF NOISE, ODORS AND OTHER HARMFUL OR UNHEALTHY CONDITIONS It is anticipated that minimal noise and odor impacts would result from the initial construction of the site. These short-term impacts would be mitigated by the applicant's construction mitigation plan. The proposed development would not generate any harmful or unhealthy conditions. Noise impacts associated with increased traffic and activities resulting from the completed project would not increase significantly above existing conditions. (I) AVAILABILITY OF PUBLIC SERVICES AND FACILITIES TO ACCOMMODATE THE PROPOSED USE Fire Department and Police staff have indicated existing facilities are adequate to accommodate the subject proposal, subject to the applicant's payment of the necessary impact fees. As imposed by the ERC, the applicant will be required to pay Fire and Traffic Mitigation fees prior to the issuance of building permits. Adequate sanitary sewer, water service and other utilities are available in Main Avenue South and would be extended as necessary to the buildings by the applicant. Transit stops are located both on Maine Avenue South and South 2nd Street. (J) PREVENTION OF NEIGHBORHOOD DETERIORATION AND BLIGHT The proposal would develop a currently underutilized property. The development of the site is anticipated to increase the overall appearance surrounding the area; thereby preventing neighborhood deterioration and blight. H. RECOMMENDATION: Staff recommends approval of the City Center, Project File No. LUA-00-155, SA-H, ECF subject to the following conditions: 1. The applicant shall comply with conditions imposed by ERC. 2. Prior to building plan approval, the applicant shall enter into a lease agreement with the City of Renton regarding the use of the City's parking lot for the projects parking garage. 3. Prior to building plan approval, the applicant shall dedicate sufficient right-of-way (10-15 feet) along the alley frontage of the office building site to create a minimum 20' alley. This alley shall be paved along the property frontage according to City standards. City Center HEXRPT.doc City of Renton P/B/PW Department minary Report to the Hearing Examiner CITY CENTER LUA-00-155,SA-H,ECF PUBLIC HEARING DATE:February 13,2001 Page 8 of 8 4. The applicant shall submit plans that incorporate staff suggestions or other architectural features to soften and add character to the street fagade of the parking garage. The plan shall be reviewed and approved by the Development Services Project Manager prior to approval of the building permit. 5. The applicant shall include plans for the design, location and type of street trees and landscaping with the building plan submittal. Such plan shall be subject to the review and approval of the Development Services Project Manager. The applicant shall be responsible for the care and maintenance of proposed landscaping not including street trees. EXPIRATION PERIODS: Site Plan Approvals (SA): Two (2)years from the final approval (signature) date. City Center HEXRPT.doc CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-155,SA-H,ECF APPLICANT: Stonefield Development Company, LLC/Mercer Island, WA PROJECT NAME: City Center Building DESCRIPTION OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a six-story parkin 391 parking stalls, to be located across the street (on the east side of MangStreet)containing land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. All existing structures will be removed from the site. LOCATION OF PROPOSAL: The proposed location for the office building is 207-219 Main Avenue South The proposed location for the parking garage is 212-222 Main Avenue South MITIGATION MEASURES: 1. The applicant shall follow the recommendations of the Geotechnical Report prepared by Earth Consultants, Inc. dated November 22, 2000,with regard to any site disturbance, preparation, or development activities. 2. The applicant shall pay the appropriate Fire Mitigation Fee equal to $.52 per square foot of building square footage. The Fire Mitigation Fee is payable prior to issuance of the building permit. 3. The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the project. This fee is payable prior to issuance of the building permit. MITMEAS CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-155,SA-H,ECF APPLICANT: Stonefield Development Company, LLC/Mercer Island,WA PROJECT NAME: City Center Building DESCRIPTION OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a six-story parking garage, containing approximately 391 parking stalls, to be located across the street (on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. All existing structures will be removed from the site. LOCATION OF PROPOSAL: The proposed location for the office building is 207-219 Main Avenue South The proposed location for the parking garage is 212-222 Main Avenue South 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. FIRE 1. The preliminary fire flow is 3250 GPM for the parking structure and 2,750 GPM for the office building. One hydrant is required with in 150 feet of each structure and one additional hydrant is required for each 1000 GPM above the first 1000 GPM with 300 feet of the structures. 2. A fire mitigation fee of$58,153.68 for the parking structure and $71,432.40 for the office building is required based on $.52 per square foot of the building square footage. Credit may be given for the square footage of any buildings that are demolished on these sites. 3. Separate plans and permits are required for the installation of fire alarm sprinkler and standpipe systems. The parking structure will be required to have dry standpipes in each stairwell with an outlet in the alleyway as well as a sprinkler system. 4. 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 fully paved with a turning radius of 45 foot outside and 25 foot inside. 5. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. City Center Building LUA-00-155,SA-H,ECF Advisory Notes (continued) Page 2 of 3 PLAN REVIEW WATER 1. There is an existing 8-inch water main in Main Avenue and an 8-inch water main in S. 2nd Street. The derated fire flow in the vicinity is modeled from 2500 GMP to 5500 GMP with a static pressure of approximately 65-psi, depending on the line accessed. 2. The estimated fire flow requirement for the parking garage is 3,250 GMP and 2,750 GMP for office building. Four additional fire hydrants will be required to be installed. Staffs recommendation will be to install 2 new hydrants in Main Avenue S. and 2 new hydrants in S.2nd Street. 3. The proposed project is located in the 196-water pressure zone. The project is located in Aquifer Protection Zone 1, therefore special construction restrictions may apply. 4. The Water System Development Charge (SDC)will be$4,581.50. This site may be subject to a redevelopment credit. 5. A separate utility permit and separate plans will be required for the installation of the double detector check valve assembly for the fire sprinkler system. Applicant shall submit a copy of the mechanical plan showing location and installation, if backflow device is to be installed inside the building. 6. Buildings that exceed 30 feet in height will require a backflow device to be installed on domestic water meters. SANITARY SEWER 1. There is an existing 8-inch diameter sanitary sewer in Main Avenue. 2. The Sewer System Development Charge(SDC)will be$3,153.50. This site may be subject to a redevelopment credit. 3. Parking garages shall require floor drains and shall be connected to the sanitary sewer. Flows shall be directed through floor drains that are installed in accordance with the UPC to an exterior oil/water separator or as otherwise approved by the City of Renton. The separator shall be sized to meet a minimum 15-minute retention time for peak flows anticipated in the garage area, but in no case will be less than 200 gallons of storage capacity. The type of interceptor shall be as manufactured by Pipe Inc., Utility Vault Inc., or approved equal. SURFACE WATER 1. A limited level one drainage study has been submitted and reviewed. Applicant mu at provide water quality treatment for the impervious surface area, subject to vehicular travel (6 level of parking lot) and show connection to the City's storm drainage system. No detention calculations are required for this project. 2. An existing 4-inch storm line is connected to the storm facilities on site at the parking lot site. Applicant must show how the 4-inch storm line will be connected to the new facility. 3. There is no Surface Water System Development Charge owed on this site. advisorynotes ' City Center Building LUA-00-155,SA-H,ECF Advisory Notes (continued) Page 3 of 3 TRANSPORTATION 1. Traffic mitigation fees of $103,350.00 will be assessed and are payable at the time of issue of permit. 2. Full street improvements including, but not limited to paving, sidewalks, curb & gutter, street signs and streetlights are required if not already in place. 3. Applicant has submitted a traffic generation analysis report. Due to the substantial increase in traffic and impacts on the level of service, applicant shall provide a traffic study report. The report shall be prepared by a state licensed engineer containing elements and information as identified in the City of Renton "Policy Guidelines for Traffic Impact Analysis of New Development". The traffic study shall include the intersections of Main Ave S. and S. 2 Street and Main Ave S.and S. 3r Street. 4. Applicant must also address the impacts to traffic flow at garage entrances. 5. All wire utilities shall be installed underground per the Ordinance. If three or more poles are required to be moved y the development des gn,of Renton iallll existing overhead utilities shall be placed underground. GENERAL COMMENTS 1. All plans shall conform to the Renton Drafting Standards, which are attached for reference. Also attached for general information are a fee reference sheet and the King County Storm Water Standards (1990)as adopted by the City of Renton. 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. Separate permits for side sewers, driveway cuts, water meters and backflow device will be required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. It is recommended to call 425-430-7266 for a fee estimate generated by the permit system. 4. 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W-C i-V ►7-f LI tar-u V e)RfW allO gE 1/1 ctt1Vn71 WC 72 11311 S 151 I1CCH II STIII5 air 11M lR147rull"11-4e 1' 2t)EMIR 1J991 sir ,D 2 11C01 1)stets THEM I 1-2N1 !U HOCK 1Mn 4 SO Igo: II STILS C [M(1D51 1!n)1.4 4IH ADM II SIFL'S (D 4 N111(O'R 13M1 ST 6�THH 1117CRR t7 5511L15 - 0 TOW_ 117t•a3 ST 1 110)i5 t sl,(1l s71711. - C) Iti11➢-MS 1147t3 C') - 1117K .17Y Y 1001 sr !'41,114 4 CA POSY.% SSSVIS i.Wri: 3tBI ICUS COCD MiCii7 /WI/NAM ' CA31 SIK.L/11t0 V.011:( L 1 t/S I CC snlD=.ntN vC 1-fA WWI Mt1l-r 2ND FLOOR PLAN w 9TOfffFFIF1D DEVELOPMENT 2ND FLOOR CITY CENTER BUILDING . nolra4 wtiew+O1OI .--I i . tr [tf .)t -� n.&)a tatocm-At C'.40 r O O l--t� -/ .CO HP' Mlt! TA1-9 7 CT \ t MF7}I O1.Ttr f0110) 00 ti c1AH: a.7 4 o s 2ND FLOOR PLAN 1 0(«: \ " a N 0 ' I 0 ` 0 D g n n I__ H Ci TTJ1 I J LT r ] a !- I � • o0 3FIIG r E i G� --1 I id ---77.' ' I-rW '41" V . .7ill 1----- ,MI— ' 1 ! 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P/0216 1111 Sf111s 1 CO ICD PAWA5,112,/.10761-29R0/71-r2D1.5 O36l11CTUl SS 14A 31D THRU 11TH w FLOOR PLAN 9TONEFEIA DEVELOA ENT in 3RD, a 4TH, 5TH & 6TH CITY CENTER BUILDING ' FLOORS RENTON,WASHN31OH r1 4 3 0 1 Id Y 5/ _l, A)rir•.I 16/CC:3-AIUM ,• r �t�1 1"�' �=-1 o ; -2 Al: pity! 94l A)tat " C I icigrei OA1i, .mco c j OR Kiel RAJA-C o P 3RD, 4TH, 5TH& 8TH FLOOR PLANS ' 1 CH1Cc t CV 0 • IFo4Y1LU Y171M6 v I TIP rF 381'-S� PtjUiti-T ----- I1E-0,11 CVl_PAITL fifth FIR 67l'-9' Mu■ ■■■ Mm�® a�■ ®Mm■ ■®®■ m®® ifi Qes ses ®mmm s®s osme s1al9 a>��owe ..ilr:Il iiiira 11�1a sae �sss MOM ®E MOM OEM ME MEN Qom® �%ri`I T r .Sfd rus.357'-6' 1 1 ME OIN � 1 ,151 I- AIM ■M■ -•.■■ - =MOON ME■ II = = -ME 4TH RR.ttT-s• M MINIIMIRI® VA(S�"�rMm O D tEWMEIM� ®■M 7 'Dill _ _ '-MOM REM 111111Mi11M!® aD rut.32Y-1D = =- MM fp� Re-eur cc«_Pans =®9■10MRP EIMMOM■TMBEVEMME®O►I IMMUMM-__ -- . I ao FIR 1-1s'-D• 11: 1 .-,P_ ,:‘._ ,:4 .:\_ �O� ...A L�,�c .;.,;, r,•r'- ``'•{ �'v'afI` 0�1�r •_. wuNID=lwuus.n:: \ (� nee MAIN i N ® g�� ¢19nwvxtxrtn Isr FIR:x - e:�_ l'Ins11.0__®oos�mmr•�e�arll:ENosrenati,O�IMIlh oar _ a Z K callus sT7s1 WSW"DI4lY raCC DIM •MWL NIE WJ 111111 5 MAIN AVENUESOUTH ELEVATION (EAST) U18' 1 cm c � m z a o �iJ z irP ff iss'-8 V P/R/PEI ` I _ C=I ZO a. - - I' i• 61H RA.171•_I" _'1 _ _ i; 0 o Ili 6rM FIR s71'-5' _ _ 1 -. I' - - - a . - - } - + - 1- ad Lo CC - 571 rut ts7'-6- _ TAa1H Nt 461'-i . H - :_.- - -r1:I-I:)m _I.-i•G1-1- - - 1-:1�I:-Ial<- =I-( k 11 4TH 1LR.i43'-6. - - 41H R4.34]'-9' -_i =' •- H1=4"-.FM 'hI-I=1' wrc111Teuaee ►>- I1='I-1:1-'I 1 311D Rd.i19•-Io' ,.,r Pt.cmuwa ty :FD I1H.319'-ID' tom- .H'-e .! �(¢'3,'% S:f' 1WV M. i. \ I�®III`S�IIIII�®I N.1EY 1ST ILA.id' � p -" 1ST RR.iN w1x sr _ ■ - - - - Mx, ..,1 .:�%.of%l 'ADl SIAII •. .11nCATDI ELEVATION a, PROPERTY LIME (SOUTH) 1/18' 4 SOUTH 1ND STREET ELEVATION (NORTH) 11/181� 2 x� ILVIwIt'.- a,i T�ff ilTi'-8 I' sir 9 KM_AFM10/1 CV 1 HW1 PARIPkT I I 1:. 1 W i F l I "F i 11 CD 61H RR t71•-4_ �:; ,I v- : " ., _ .' " �_ <ii Is• F ;. - ;`f _ N SIli R.R.357-6- 1 VD i O N _ _ -1. + CM ILA.313'-9. I TT• T I=I - - - _ -T�I—tt -I-ITS. -TT1T ELEVATIONS k• zt�RR �19" tD L r 1 1 1 I J in — p. .. 2110 FIR.Ile-Cr a e _y1 x ITT R id oxa Fl•:99:Pr1/DIk-�BU/Ie'r 0 c R GI NIL wGtl SKIT Nl Oi, 0 GOPJ:C WA 1 6hM t-II01 o 5 ALLEY ELEVATION (WEST) 11/1B'� 3 a+rl: 0 1 o 05 0 0 Q In \_ on T : ly 11.11X AT IL/Ut L•11 a , 171'-a' 1 ALLEY IOTA -—- 79-F.- —-1 d-r —]1._.,- - µy -v.-0.—- .73•-- - 2T--V --- - 1/-[' ZT-1 j / I I 1 �` Li urn.;SIXi F"' // a 1 r ! / YAM I I 16 ✓��� � 1 2 0 If. I d r7c CV [I Kt/LA '-G I W .j fi 9 _ G .a 1 / z o P.. • I� c c c c c c c c c c c c c c / O / � � � 1 // US1W.I WRY r.J O/W1., NC011 / 1 / ✓ ;/ [12e_ �jl��� C C L C ��: C C C C C C C C CI, I T �� IFPfEcI;E I.d PIA: M1�-.�-.1I O9 `-PXNILD mPil. W / I tt1r11 AY/T141AC�T�C/rl U :/ / XLI NTI IIU'-1/n?Vl / fr la-W-.1We MA,MTV a I / P 1 CAL PY.t , 19 . X� I �////�f I i - - - - A N) _(VP11. CAM —-�' L T--�-- ---� - I l" �_ SL nTx]r11171A1 TI-?u. I ti-Q 1 i I .� °�' '.nk rani: e c \-ro;„1F n _ -- nVS:If-OT1 1-LI-Cr CO 1 u'-r; I r 1:'-� s O 1'-0', 12-0• 14--V, 1(1' IY-0- � 7r-V Is-11 IS-1 ,, 27.-Y , IV4 At f, : rl co1\ 0 1[MSTSLl MAIN AVE. SOUTH nussnn N ITU.ITY. E W_Ayl IA:i 1R_ $7 Ni S1fIIf C<RY:SfI;1f Ua111C 6TE1 ('1U:m11T MI.MVAL ID11PC II:HIN: TR;1111:11 s PARKING GARAGE G4 1ST FLOOR PLAN to STO an ElEVELORIENT 1ST FLOOR CITY CENTER BUILDING A RENTON.WASlitiGTOH E s IV 11 Si - F1..95CWVC WOGS-A-WO AC CD ti [� - id V. AM Ha: Y4a4 9m In o: 110r*N 062 7-if-Di LRAM ® A-7 o , a 1ST FLOOR PLAN f0' 1 ccu N O 0 0 0co Q 11 7N-1' 6'-Y L1'4 !7-3' 2Y-G' tY�O'- (` 9-9 I!'-6 lit 1 1 Off- // - DI r C I d 1H I P� W V- b - � al al - & I 1 I, I STAR It p17 d ��J O 'Dui i2 Kd I I �• b -lP , I[ 71 Z T 1-1 z (-1. + uv—) I W 3 T1' I� W0 o ad a a o a o ao a s o a o o a 333 o~i V Q I 1 T 1 -_a I 0 /i-g1;. I I ,3[9 F:111 A%I 1...6. T- N-a' Imeln...MIM r u,� SI/A 1 11 t , 17 ! 'MI. 1',mil s1"D17- n N7 ---- 4.vsal-Dil I ZYII C �1.Va6 Al ' co ]in!u11 O -V 1Y-I' -if, 11•-Y ( Z'-3 ZY-V ` Yi-ri 12Y-0' IV-I .r-y cV 1_ I o 1 1 N I PARKING GARAGE P. 2ND FLOOR PLAN CO sraEFnn DEVELMear 2ND FLOOR CITY CENTER BUILDING BR�,oLAR & 5TH -1. ¢ IA 4TH 1,6ni 81).t.AA MIC W1151*4OTOM D S Ir ,1 11' j- 11e99'6D/6A11 A IC-PU.14 r/I6 r.. 1_ .IN.vO: 99® SUI MI If; O _ tl CO $ "MI' ,,OAT' 7 I' o CP1N1: ra A-O CO• A 2ND, 3RD,4TN &5TH FLOOR PLANS 10' 1 1 CNoc.: CI A O 1 p I 0 O CD / n l l•-V 0 iT T/-F' {tl-]' 77=3" 7f-1.1 27'-Il S]'-If N-9' IF'-d' -e- re 1-,1-1 f 1 i �iG r .� I 111J n �JJI re [II. I / a z l I . <IIp-nj' Ca Ca iiP. <--UP 5 I( )1 z I in c `/ z 7' I nr. ( Z T en Cr I J 1 I � • I � I I e411 116 �� I c ��c t c c �c c t c c c c c c c c c c / 6•X/_ V IF-1 i 7.CC Xrt Ei IUCE \\ ar! -lclllUNG x F—MI �I D/�j V�Y a..IIP,. ItiGC>ecul IAl nNIp l'P SUP ix r I 1 I 1 I 1 n i Ih 1 b I opt r _�_- In a!ar-I ce11 —' ' T'� i` T sz kW xismu Ins u nl _ , 5I3T- ,i/ I-7J-[I CO CO O 5 Ie'-d .d if-Y aY-R _1Y-0' r 7!'-a' { 25-0' le=:; Id-!' CO 1-1�1 T-o- �v-O' `7-Q' �Y l N c0 I O N D .D. PARKING GARAGE erot�nn oFra Dir 8TH FLOOR PLAN 3 6TH FLOOR CITY CENTER BUILDING .i ?g� nExroN.WA6FL`XiiUN ; a d LY eV o] %- rIe-M6i/UJFMC-PNYD/L. p - Iti lr \Mr .a3 NU: IM41 S W X!EC 11aplX 0111.: 7-00] o a 8TH FLOOR PLAN 1 10' 11 cnuK ® A-`9_ F N 0 .-•1 0 11LY.1[OVS06 11/46 51P?1 rs'- IAN �1 /���-� 8C1.11D1 914T 1—1 51H UN71f.411,E I .:r_ seslee¢ :•-<,1 ••V�_ 1 T-7 i•• _I':1*-= irl_:-- :"�l.ls•�-`_i--� ��� c/slnlcPOO UH Iu1JHC lIC-D• - s.i o-�;T1-il;'iy-: a' 1"Y W � £ . �1D I/710371'-0 ' 1l i ' _•. -.1 � tl•c..1 ❑0 • MS= yO 11•0244 1/C-V P.. r - ..-,. , - - -' 111LIMN:ll1•-M l •4.','''•'•- 1 11�11 f,.a,i....' _- '- 5-'::31"IL '::_—I, rPeru aORD L<14 aC L646 u '1"=. =�� 1. mmlta �Lain P tilpl8 OM14411 Hl Y1LLI1:N: S-• IW [mf O OL101 ml = rh$$O11L14w 1:1L Ui,TN: Q 0 MAIN AVENUE SOUTH ELEVATION (WEST/ 1/181 1 0 M z a � 3 1-1LLlxlt 6S11Y.MOT C _ =, Z a ouRQ 16w1 C i,UQL i7N-0 • _I_I_I� _r CD 8 a ' I } III / , 1 F-1-4i4-t`—•__4 L CC 1 GLI • u � W. -lY - � In 4111W ill-: ._ --- -G -- ' i11 u41 s Lx'-r U S'D WYlis tal'-v 1 d ]:O vlo HC Lai-v- - I- - _ _ - ral f-a ._ _ -_ -- - y4D LN17Mi ftl'-ll -i"• l - __1 OOS PLI.�Y PLASHING 1-1 Utsr wow;31f-v .. - P c •//•.ni -i�� �,r. K-- e -<r'Jt-' zil mill n. CiD1101a14 IV HHfi[1(Y1 L NORTH ELEVATION ® PROPERTY LINE • 1/1B' 4 l_ SOUTH ELEVATION® PROPERTY LINE II/181 2 l 1R [ Aillx TILE EH RAY 4'r.11TYL 4-TO-5 i - © IMUS �11-OSY 1 7CO= COI L c) - 6TH MW:i:s-i• 64 N �f i^ IH LOOM:i3i-v• II a —;— 1. •"•�1_w d ynLA.iscc'-D II. IIIIP`' :t x � s � GARAGE fi. fpf -.t-1•: l- �'— �_ ELEVATIONS 2n10.11140 L1f-v P N 11 1 1�-ck1 Ml PL MielieginlIMISMIggitillillille 1ST LOON;if-v. A-t �� _-'.•_� ''� I 1-- 6XlM IEM_Itl MB •4���4>•v��r���.•v��� 0������1♦� 3 Iih91016/o•AFff-ELLYOM; r, Ell 9!Q 4TX fIi1 O i RiffLt O IST L1L V TAII: 't L1 GO - 91 10 Q: tRAW: f9 o ALLEY ELEVATION (FAST/ 1/16' 3 , OLOL N .1 0 . . . • . • . . ... . . .. . • • . e PRELIMINARY STORM DRAINAGE AND UTILITY PLAN .- . . 1 1 I 1 .1 I 1 •TMUcE•du•cmo CX 55P11 1 1 . (1) .../// •IM:0126!;CfrP9CP71k CI,N51) I Ui.Vr . I ......= CL ......_____A...- ..! . -- — . _ _ a. 0. .. p o o) a. . EX.LININAIRE V.111.f'" El.LLEVILW -.. smo 5!;.•&"--\ Ex.WM.YAM I lk ,;Tiar,-,Ye7=ED SOUTH 2ND STREET —-et ,re°21,-_ --._Ex.E.e._ •_--,,--,-,, •0,. SDM itn•'-' •••,t 0 8 • .'." "" "-- —P -2-cro.•••ri -,. • ''- r.0 N iir_At..4••••11rIAMIJIZIN'—'11Wiliffqr 0.11111.34.°0 '1L-"r ' "s"'" IMIIIEWMIE211111101iN InCIMMIIIIIIII • . i ',- Eft ,51,,,,,v„) :- MI/E4MI/IIMMMMINAIIIIIIIIiiiellill 1 1 . --, ani.4..0 E[(5)•90 7(12E CONC.999E0 .E15).5•0(•2E CONC.1,,,C) • 7 .. , 6 2 g LL 0 i2 V-20' ,,,, ,,,._.i II MIERMELARNE IljfilEIRtilied MEN= i I,I,,,,s(2) sc,--- .... 011111ammia. i p•.95•0•1 • ffi °I .-• 0 10 20 4D I-' i. I c 2 0 ! 1 I-I 1.-1.• I o o IT 111177:101 . P = 1 I 1 1 E-, • . . . . ! i 8 -- ' •••a- .1'''./.••- 1 •..... [ 4,, - . • V In I En .. ' I ... EXISTING I STORY ,.. ,... .....1 I .. I -I i I •:.Grl 1 • N.—NOT A F'ART ...•b COMMERCIAL \ ''\i' \ 1-11 -i• -1 •\. 71.= .-, 4 Z ,i, EXISTING •• '''.. . ._1,"i,';'''J,:`,'notI',''4.. i gg. 11( 43 1 I STORY . • • I I • r.-.Z .11 . 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STRUCTURE -/� ®N I / 1-STORY CONCRETE STRUCTURE '• ® .f--- • J. 1I'Lt I. __ xI5-220 WELLS AVENUE SOU111 r • -. , . �' I % �221.WIN AVENUE PST,NONro,.An,:i m 1n..:, 1 , r • :. 6 ��•a,..m.PM I l i , a,�:.I.,,..PK.�;, ;m. o II i . n.c0 Sw. maaamx.c A.c..nr.,.lm 10 x ovmx a.,ao-wA nam W I M-.x. • .• f• •• ▪ •▪ •• rcl :i eN. iele Pw400�PPc.1j w.woo ..M,.v )Navay.wnr.09.Of Na TEAR (art Q.ACC0 PMm Or C..PP[I I .. I,. , 1 »,...ws10 sn,n,..x0.an.r...u..nol.As P.vxao.. z south I 1 d •1 .N rgn.yn a•�•-D-o 11 S7 rut.f'tlw Roo.wrXv a.A m"0.4. Rm-..a Z. d , W I I H1-.I.,a•PLO 7.11 I,1 I 1 ,•••. u•E.LOT'¢.le_5 E.P°nTOVT•P,. '. • LOHiRIX LE„NMI ..N XA. LANCE:.,KS.. c fsn.41.5 no•M PLO) uN 88 I �. . 6.• H. ECO MM...i Me01.0 m ECOMI.Or TMCTICK I T..x,mMu.wm 00.V.LE SURF. CO I ¢M- •.1..la•vse PRI -Ye I 1 I - -� •� .•:••••••••• .�•• ••.•,+-:.:.w .K.ne W ne PPE) e.g....MN.N, I CON.ff'CO nm a Xm ova non sumo.o Nlaswn PIROR 10 ¢m-w.5 m•PLO PLO l) l,•aNrt. 1 '9 //////// - _ •-7 R2A).•,.I,•.m Po. I• (rs on K✓iJin7,77. // I•IRlllllln• 11 °tear.N9, Omm.EPa470 .A,A.nnMmNWmr 1 w SOUTH 3RD AVENUE 171 a a J Th. wproemLode �E � 9" I� i 90 M,. ;•..RaoEE.Oa N..Ma,OR mNa N.ox.a.m,.�wR,.Ewmm I 50000 sm.,.0 Ia ,-STORY CONCRETE • •� M EnO9'27•W BASIS OF BEARINGS k1x0 COUNT IIECORD Of SWIM VOL 45.Po.125 STRUCTURE L5` - - - - awt.Al or.wor 224.220.u5 YAM AVENUE "V+1 rout eaaln�C 005 O 2 SON.I • '°5 +- • Dom 00 w MR 55MN.CRSE ¢0.•M.0Y...PPE) 2(.77.01¢m1 O).RAI or P.e PVD SO).R. 11Y FK PPq • HEBR N TE DM N • TOPOGRAPHIC SURVEY TORN aREM(N.W..1.PGU5 2000020.00 d111L1�!\ S1L'L1L1�1I11\ ?Si��b BOMB.L01SIMx0 AN0 ASSOCIATES, * for 0100110.LOTS.H DATE: 29 MARCH 2O00 ASSOCIA L'S, INC.,. P.S. DRAWN: MAM id STONEFIELD DEVELOPMENT ~„�`�.�`RC.I,. REWSEO: PROFESSIONAL LAND SURVEYORS ! 0,d i.o. r 2x Ra a WY. I.Camn,rA9Uxotfx MAP CHECK: APO • FINAL CHECK: JSS es.FIFTH AVENUE SCUT.SEATTLE.WASIICTal OMB (2EI70.1032 EIDRES0 .. . GIMP AMOR.couMYOi Rwa STATE 0FWASN.ATON INDEX SHEET 1 OF 1 • 03 W CD an ow i✓ � fi s '.r/ re�/r tom//�i��� � �ai�ir �] "%�/ l %%Ot.�.. F . au.k•s l.,�t/;1�� r, dJW id 7A,,,,4,,are 0y `� /~ / � l4/ aMr,- / OPFLG 7YIGL /i jf/y_ � __ETLVAIOR/STAR TIMER I _ f RECATCONC. 9®E n b} �� q c t /1i /j� / r _- _ PT if APEL PICJL 4. ZF • ' % ®® gsv , r '`4 / i y� j� jF 3 di.. = 0 W1n17` // ' /' s T j �� j %�/ 1%/��'E� ' [ O/%%%/ ; �!' �„/ .� �% � r"� u. f qEy ,j�/ '� %/.// /j/� // �/ / � r�i _ /Y//% �/:s if*,/,. € - - 0 CO % / -/, , / " / a { h /%% %/ / � r '''f /, 2ouCr ,%/ I /i / 1.% ,twz.F r.o% F a%i F- V! 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GARAGE ENTRY wARar" ALCDMRINO *TYPICAL NODSQl1RY • � L J2: 0 , �i !'Grp �t�T�,`,Si,/,&/. f�✓ f /1/ /i ,/ /A J NO OESO✓PIION DATE 1-20-01 REIRDLNS id /, � d G� • lip ��YY ;Vv"r kg' OW l �� Lik/5 tegliiik 14.t„71.,,,idl'liZ,e, • /1:41:4 i?t? 4 / , / ' �..._ GARAGE � IA p � , ,:.r�r',Pal��' E�EvnnoNs I f r FYc99W6/GARAfE-E EVAV'G JOB NO.: iOmJ 4EET NO ff: i DAM' T-ldYO ORAm OB s MAW AVENUE SOUTH ELEVATION(WESn V8'I 1 o,E«: _10 614 D f j,v 6-(-(5g6-57ra`dS 1 1 z -z Fo Z SdorkWbnS H562Cc y�6*�' L--- 5 --_R__i,!i-d-iR_•--_-,w.,-.--8---,-!•'-i•--,E1 _ HI r_il _ L----//r / / - Pi5 . s 9 \ N /< / •• 191 // ....... _... -<-t-------\-- -0-\\ . , 405 sell117..: • \ . ,<-' / . 40 cyco -, N - -rgo; ,c) . __ ...........,. __. Nx‘ .. .../ / ..• N N: // . D Rmu . \ .. i //. RM- -,) - .,,• / ,_____ . . _".,,_.P .__ __ • .• .... ., .. ,, .... i..., A ( )v IA . 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R C ( P ) , w . . .w.. -ix. .,.., ,--, op-- i cc. ! 1 • L ! 1 , .... .:. : „, ..**\.„.„,............................. i. . C%qt•7-1 ! —1—.) •••• : ... . : • �,? CITY rL RENTON mil f Planning/Building/Public Works Department 7 `Tanner,Mayor Gregg Zimmerman P.E.,Administrator • February 7,2001 Mr. Richard Loman Stonefield Development Company, LLC 3011 —80th Avenue SE Mercer Island,WA 98040 SUBJECT: City Center Building Project No. LUA-00'-155,SA-H,ECF Dear Mr. Loman: This letter is to inform you that the comment and appeal periods have ended for the Environmental Review Committee's (ERC) Determination of Non-Significance. - Mitigated for the above-referenced project. No appeals were filed on the ERC determination`: The applicant must comply with all ERC Mitigation Measures. A Public Hearing will be held by the Renton Hearing Examiner in.the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on February 13, 2001 at 9:00 AM to consider the proposed Site Plan. The applicant or representative(s) of.the applicant is required to be present at the public hearing. The staff report is enclosed. " If you have any questions, please feel free to contact me at(425)430-7219. For the Environmental Review Committee, Steve Taylor • Senior Planner cc: Renton Cornerstone Investments/Owners Mr. Charles Divelbiss Enclosure • FINAL 1055 South Grady Way-Renton,Washington 98055 :: This paper contains 50%recycled material,20%post consumer February 5,2001 Renton City Council Minutes _ Page 31 EDNSP: Stonefield Economic Development,Neighborhoods and Strategic Planning Department Development Company Lease, recommended approval of a 50-year lease with Stonefield Development 222 Main Ave S Parking Company,L.L.C.for a public/private parking structure at 222 Main Ave. S. Structure LuA A O subject to the company receiving financing for the office building. Refer to y c, Finance •Committee; •and refer to Planning&Development Committee for a briefing. Finance: 2001 Carry Forward Finance and Information Services Department requested approval of the 2001 Budget Adjustments carry forward ordinance in the amount of$14,230,762,which appropriates funds from fund balance, increases expenditures in various funds and departments,creates a park memorial fund, and increases the 2001 budget. Refer to Finance Committee. Special Assessment District: Planning/Building/Public Works Department requested preliminary approval Blaine Ave NE for the Blaine Ave.NE Sanitary Sewer Special Assessment District located south of NE 16th St. and west of Camas Ave.NE to ensure that project costs are equitably distributed to those who benefit, and recommended establishment of the final Special Assessment District upon completion of the construction of the Blaine Ave.NE Sanitary Sewer Main project. Refer to Utilities Committee. Special Assessment District: Planning/Building/Public Works Department requested preliminary approval 80th Ave S for the 80th Ave. S. Sanitary Sewer Special Assessment District located north of S. 132nd St.between Langston Rd. S. and Renton Ave. S.to ensure that project costs are equitably distributed to those who benefit,and recommended establishment of the final Special Assessment District upon completion of the construction of the 80th Ave. S. Sanitary Sewer Main project. Refer to Utilities Committee. Public Works: Cedar River Surface Water Utility Division requested approval of a consultant agreement Section 205 Flood Damage with Golder Associates,Inc. in the amount of$91,260 to implement the 2001 Control Monitoring Plan, Monitoring Plan for the Cedar River Section 205 Flood Damage Control Golder Associates project. Council concur. Airport: Bruce Leven Lease Transportation Division recommended denial of request by Bruce Leven for a Extension Denial ten-year airport lease extension for the West Side Office property located at the southwest portion of the airport. Refer to Transportation(Aviation) Committee. Airport: Pro-Flight Aviation Transportation Division recommended denial of Pro-Flight Aviation's request Lease Expansion Denial for a property expansion of its leased land area to accommodate additional aircraft and recommended that Pro-Flight Aviation not be allowed to lease aircraft tie-down storage spaces. Refer to Transportation(Aviation) Committee. Added Item 9.n. Transportation Division requested approval to transfer airport lease assignment Airport: Lease Assignment of LAG-86-003 from Liens to Ace Aviation,Inc. Refer to Transportation Transfer From Liens to Ace (Aviation)Committee. Aviation, LAG-86-003 MOVED BY CLAWSON, SECONDED BY KEOLKER-WHEELER, COUNCIL APPROVE THE CONSENT AGENDA AS AMENDED TO INCLUDE ITEM 9.n. CARRIED. CORRESPONDENCE Correspondence was read from Adam J.Aguilar, 13945 145th Ave. SE, Citizen Comment: Aguilar— Renton,98059,requesting installation of a left-hand traffic signal at the Traffic Signal Installation at intersection of NE 4th St. and 144th Ave. SE to prevent accidents for west- NE 4th St& 144th Ave SE bound traffic turning left on 144th. MOVED BY CLAWSON, SECONDED CITE 7 RENTON COUNCIL AGENDA BLS AI#: • • • For Agenda of: 2/5/01 Dept/Div/Board.. Economic Development,Neighborhoods and Strategic Planning Staff Contact Susan Carlson, 6591 Agenda Status Consent X Subject: Public Hearing.. City Center Parking Garage—Transfer of Development and Corrinanceespondence.. Ord Use Rights at 222 Main Ave S. to Stonefield Development Resolution Co.,LLC Old Business Exhibits: New Business Issue Paper Study Sessions Information Lease Agreement Issue Paper of August 7, 2000 w/attachments Recommended Action: Approvals: Refer to Finance Committee,with a Legal Dept X Finance Dept Planning and Development Committee Briefing other Fiscal Impact: Expenditure Required... N/A Transfer/Amendment Amount Budgeted Revenue Generated Total Project Budget City Share Total Project.. SUMMARY OF ACTION: Review and approval of lease with Stonefield Development Co., LLC and issue paper detailing the use, terms of lease, consideration to City,parking management plan and insurance requirements of building owner, default provisions, and parking management plan. STAFF RECOMMENDATION: The Economic.Development,Neighbors,and.Strategic Planning Department recommends Council authorize the Mayor and Clerk to sign lease agreement with Stonefield Development Co., LLC for a public/private parking structure at 222 Main Ave S., contingent on Stonefield Development receiving financing for the construction of their office building. H:\ECON_DEV\Department Info\Ctte Rpts,Templates,Forms\Agenda bill-Stonefield b.doc/ CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 26,2001 TO: Dan Clawson, Council Presi ent Members of the Renton Ci Council VIA: Jesse Tanner,Mayo / FROM: Sue Carlson,Administra r SUBJECT: City Center Parking Garage—Transfer of Development and Use Rights at 222 Main Ave ISSUE: Proposed transfer of development and use rights of City of Renton property at 212-222 Main Ave to Stonefield Development Co.,LLC for a combination public/private parking structure. BACKGROUND: At the August 21, 2000 Committee of the Whole meeting, the City Council authorized the Administration to negotiate a lease with Stonefield Development Co., LLC (Stonefield) to transfer the development and use rights of a City owned parking lot at 222 Main Ave S. for a public/private parking structure. The parking structure would provide parking for a new office development,the City Center Building which is being built by Stonefield at 219 Main Ave S.The lease was to follow the terms outlined in a letter of intent presented to the Council at the Committee of the Whole meeting. The City has worked hard during the past 5 years on an aggressive redevelopment effort in downtown. Developers of mixed-use residential buildings have invested millions of dollars in private capital in the area surrounding the new transit center. While the City has been successful in recruiting residential developers, the market of Class A office in the downtown is still an unproven market and it has been difficult to attract this type of development. Stonefield approached the City with the leasing concept for the Main Ave property to meet two development goals. It had to have parking for the office building to finance the project and attract tenants. There was no way to provide the parking on site because the high water table in downtown prevented underground parking. By leasing the property from the City instead of purchasing the property,it reduced the risk of the investment by reducing its upfront capital needs. Staff and the City Attorney have negotiated a lease with Stonefield that addresses the issues raised in the letter of intent and some additional items such as long-term maintenance of the garage,insurance and default proceedings.The entire lease document is attached to this memo for your review. The key elements are briefly itemized below by section. H:\EXEC\ECONDEV\DOWNTOWN\1999-2000 Downtown\citycenterpkleasecouncilrpt.doc\p USE: Stonefield will construct and operate a 300 plus car parking garage at its own expense. Estimated cost of the garage is$6-$7 million. No public funds or financing will be involved 45 public spaces on the ground level of the parking garage will remain under the City's control and use Remainder of the structure will serve as parking for office building at 219 Main Ave during business hours. Lease may not be assigned, without the City's prior written consent, for any alternative purpose or to service and office building at an alternative location. Public may park on upper floors of structure on evenings and weekends TERMS OF LEASE: 50 years After 50 years, title to the structure goes to the City. The office building owner may lease the equivalent number of parking spaces from the City at market rate for five separate 10-year terms. The office building will be required to provide parking for workers in the building as a condition of development. CONSIDERATIONS TO CITY: Preservation of the City's 45 spaces of public parking Public use of the rest of the parking on nights and weekends. If fees are charged, the City will receive 25% of the net revenues. The City will receive $1,000 per year, increased annually by the CPI during the initial 50-year lease for the development and use rights Building owner will pay all operating cost,utilities,taxes,assessments and maintenance costs Privately owned improvements on public property are assessed personal property taxes. City share of property taxes on the parking garage will be approximately$25,000 annually Title to the parking garage reverts to the City after 50 years INSURANCE REQUIREMENTS OF BUILDING OWNER: All risk property at 100%of replacement cost Comprehensive general liability for combined single limit of at least$2,000,000 Auto liability of at least$1,000,000 H:\EXEC\ECONDEV\DOWNTOWN\1999-2000 Downtown\citycenterpkleasecouncilrpt.doc\p DEFAULT PROVISIONS: Title may pass to City after 3 or more defaults, but court action would most likely be required. Stonefield shall be considered in default if: • Rent is not paid pursuant to the lease within 10 days following receipt of written notice from Renton stating that the due date for such payment has passed(monetary default) • Stonefield has failed to perform a material obligation. Examples of material obligation include the office building not being continuously occupied or Stonefield does not provide the City with the minimum insurance coverage required in Section 14. PARKING MANAGEMENT PLAN: The parking management plan is a key component of this agreement. It covers the maintenance, operation, security, signage and management of the parking garage. The plan requires Stonefield Development Co., LLC to be solely responsible for all maintenance for the parking facilities including supplying all labor, equipment and supplies. Stonefield will enforce parking and ensure that the ground floor of the structure is reserved for public use. They are also to provide signage that will direct users into the garage and inform the public that there is short term parking available for their use. Some highlights are listed below. The entire document is attached for your review. Cleaning of elevators, stairs and parking areas 5 days a week Hosing or sweeping of entire garage weekly Removal of any graffiti daily Supervision of the daily operation including enforcing ADA stall use, removing abandoned vehicles, security and responding to stalls and lockouts Accepting responsibility for safety and security RECOMMENDATION: The Administration recommends that the City Council approve a lease with Stonefield Development Co., LLC to transfer the development and use rights on city owned property at 222 Main Ave S. cc: Jay Covington Jim Shepherd Vik Runkle Gregg Zimmerman Attachments: Exhibit A—Parking Management Plan Lease Issue Paper August 7,2000—Letter of Intent Site Map H:\EXEC\ECONDEV\DOWNTOWN\1999-2000 Downtown\citycenterpkleasecouncilrpt.doc\p JAN-11-2001 15:53 Warren Barber & Fontes P.02/04, EXHIBIT A PARKING MANAGEMENT PLAN Maintenance Stonefisolely eld shall be responsible for all maintenance of the parking facility and shall furnish all labor, equipment and supplies necessary for the proper performance of the maintenance service. Supplies include, but are not limited to, cleaners, detergents, floor polish, disinfectants, vacuum cleaners, dust cloths,wet and dry mops, waxes,buffing machines, plastic bags, graffiti removal agents, and trash can liners. 1) Scope of work: Elevators and stairs—the following shall be performed five times a week or as needed to maintain a similarly clean facility: • Clean interior of elevators, remove stickers, graffiti and advertisements • Sweep and mop elevator floors • Dust or vacuum light and fan grills as needed • Clean exterior doors and call button areas on both floors • Clean stairs and handrails • Remove food and beverage spills and gum, 2) Scope of work: Parking areas all levels—the following shall be performed five times a week or as needed to maintain a similarly clean facility: • Pick up all paper, cigarette butts, beverage containers, and other debris from floor of garage • Sweep floors as needed • Sweep stairs and clean handrails • Empty trash receptacles and replace liners • Remove sticker, flyers, and graffiti from all surfaces including the exterior of building • Clean telephones, security monitors and any other miscellaneous equipment • Replace broken or burned out light fixtures • Remove accumulated snow, ice, and water in and around the garage and access areas as necessary. No chloride products shall be used. 3) Scope of work: the following shall be done on a weekly basis or as needed to maintain a similarly clean facility: • Pressure wash or hose off food and beverage spills • Sweep the entire garage and/or hose clean • Dust light fixtures, wash glass on security monitors 4) Scope of work: the following shall be done on a quarterly basis or as needed to maintain a similarly clean facility: • Pressure wash stairs • Pressure wash off grease and oil 1 JAN-11-2001 15:54 Warren Barber 8 Fontes P.03iO4 5) Scope of work: the following shall be done on an annual basis or as needed to maintain a similarly clean facility: • Wash all light fixtures 6) Scope of work: Offensive Graffiti-shall be removed within 24 hours of it being reported or seen. Offensive graffiti is defined for this purpose as racially or ethically derogatory, words considered profane or socially unacceptable or pictures/drawings of an obscene nature. Management 1) Facility Stonefield shall be responsible for management, operations, and maintenance and repair of all improvements associated with the parking garage. Stonefield shall adopt and continue in effect for the lease term a maintenance, repair and replacement schedule for the improvements that shall meet all applicable standards, rules, regulations and underwriting requirements through the lease term. It is the intent of the parties to maintain the improvements to a standard that continues the project's viability for its intended through out the lease term. Stonefield shall supervise the daily operation of the facility. The responsibilities of this position include but are not limited to: • Enforce parking of public users and building users • Enforcement of ADA stall use • Removal of blocking vehicles • Removal of abandoned vehicles • Responding to elevator alarms in the garage and taking steps to free any trapped users • Being alert for persons within the garage who do not have a legitimate purpose in the facility • Responding to personal or property injuries reported/observed in the parking garage 2) Safety and security Stonefield shall be solely responsible for safety and security in the parking facility. Stonefield shall take all reasonable steps to ensure the safety and security of garage users • and vehicles. • All major incidents concerning the personal security and safety of customers will be investigated and reported to the Renton Police immediately. Major incidents include, but are not limited to,the following: • 1. Homicide 2. Arson 2 JAN-11-2001 15:54 Warren Barber & Fontes P.04/04 3. Assault 4. Robbery 5. Major Vandalism 6. Bomb Threats 7. Auto Theft 8. Any other serious injury 3) Signage In consultation with Renton; Stonefield chill develop and manufacture the lot identification and welcome signs for the parking facility. Stonefield will, at its expense, install the signs in the garage at locations identified and agreed to by both parties. Stonefield shall, at its expense,be responsible for maintaining signs, and subsequent manufacture and replacement of removed and damages signs. T10.27:02 3 TOTAL P.04 , o LASH • ER Tr' �: M ;�" Y) I~ � �` ry��, .'2 , n , i , .HOLZAPFEL E , ;,.: '1 ytc• - a ! 1 1 1 SPERRY & DEC 2 1 2000 DEC ' ` "v EBBERSON ; . PLLC • i-c:: ,.t) vE- OPi�EP!T l.' • .,..�...'': .. ...,r.:<,.EEGi%?(BANNING ... • 1TTORNEYS AT LAW December 15,2000 Direct Line(206) 654-2425 !600 TWO UNION SOUARE • i01 UNION STREET murrayv'lasher.com ;EATTLE,WA 98101-4000 • 206)624-1230 'AK(206)340-2563 vww.lasher.com R 1ONALD E.BRALEY - • ' ; :HRISTOPHER M.CASON • _INDA KELLEY EBBERSON �� 1NTHONY J.W.GEWALD _ J./ . 21CHARD R.HACK,JR. Lawrence J. Warren \VI-�./{`/�"-� . (EVIN P.HANCHETT ( - (oRERT J.HENRY City of Renton )ELNEY N.HILEN .- - . ;EORGE S.HOLUAPFEL Office of the City Attorney . HARGO T.KELLER P.O. Box 626 . EARL P.LASHER III.P.S. • IARA K. MANLEY Renton, WA 98057 . )EA.A.MESSMER )ANIAL D.PHARRIS 08IN WILLIAMS PHILLIPS Re: Stonefield Development Company, LLC/City of Renton _ISA ANN SHARPE rRACEY A.SILVA Parking Garage Lease ;HANNON SPERRY )AVID J.SPRINKLE 'AUL A.TONELLA 1MY E.TUCKER Dear Larry: JF COUNSEL Here is a copy of the Lease which was e-mailed to you and Dick Loman this 2ICHARO A.ACARREGUI,P.S. HICHAEL K.MURRAY.P.S. afternoon. Very truly o ,, Michael K. Murray, P.S. MKM/nb • Enclosure cc: Stonefield Development CELEBRATING® lE.ARS OF LEGAL EXCELLENCE 11111 {R:\clients\09474\SI03200.DOC} . LEASE AGREEMENT This Lease Agreement ("Lease") is made as of the day of , 2000, by and between Stonefield Development Company, L.L.C., or assigns ("Stonefield"), a Washington limited liability company, and the City of Renton ("City"or"Renton"), a political subdivision of the State of Washington. RECITALS a. Stonefield intends to build a five or six story class A office building at the northwest corner of Main Avenue South and South 2nd Street (the "Office Building"). b. Stonefield wishes to lease development and use rights for property owned by Renton currently used as surface parking lot located on the opposite side of Main Avenue South directly east of the office building site. c. Stonefield's development plans would not permit parking as part of its Office Building and so Stonefield wishes to develop and provide for parking for development and use of the Office Building on the property owned by Renton. d. Renton wishes to retain title to its property, and retain the use of forty-five stalls on the Property for public parking, which is equivalent to the number of public parking stalls now located on the surface parking lot on the City's Property. e. Both Stonefield and Renton may attain their desires by means of this Lease of development and use rights with Stonefield constructing and operating a Parking Garage on the property owned by Renton. Now, therefore, in consideration of the foregoing recitals and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, Stonefield and Renton hereby agree as follows: 1. Incorporation of Recitals. Each recital set forth above is incorporated into this Lease as a material term hereof. 2. Premises. Renton leases to Stonefield and Stonefield leases from Renton the air rights, and development and use rights for that certain real property owned by the City and currently used as a surface parking lot located at 212—.222 Main Avenue South, Renton, Washington,and legally described as: The South 25 feet of lot 3 and all of lots 4, 5 and 6 in Block 10 of town of Renton, as per plat recorded in Volume 1 of • Plats,page 135,Records of King County, 1 Together with the East 5 feet thereof condemned for alley purposes in King County Superior Court Cause Number 87129, as provided by Ordinance Number 272 of the town of Renton; Situate in the City of Renton, County of King, State of Washington(the"Premises"or the"Property"). 3. Purpose. Stonefield intends to use the Property for the construction, use and operation of a parking structure of approximately six levels over existing ground level with the intention of the parking structure containing in excess of 300 parking stalls (the"Parking Garage"). 4. Term. The initial term of this Agreement will be fifty (50) years, commencing on the date of issuance of building permits for the Parking Garage. 5. Title. Title to the Property will remain with Renton. Title to the Parking Garage will remain with Stonefield for the initial term of this lease. At the end of the fifty-year term, or upon material default under this lease, title to the Parking Garage improvements shall pass to the City of Renton. Stonefield agrees to,execute any and all necessary documents to transfer title to the Parking Garage to the City of Renton at the end of the fifty-year term. Renton agrees to lease, at Stonefield's option, after the initial fifty year term, all of the parking space in the Parking Garage for which the title has passed to the City of Renton, or a parking garage of like quality and distance from Stonefield's Office Building site and with at least an equal number of parking stalls, for ten (10) successive periods of five (5) years each, with rent to be agreed upon between Renton and Stonefield at fair market value. After the expiration of this Lease, Renton reserves the right to.use forty-five (45) parking stalls on the grade level of the Parking Garage, but at no expense to Stonefield. Should the parties be unable to agree on the fair market rental of the Parking Garage or the equivalent amount of parking to be provided by the City other than in the Parking Garage for the use of the Office Building as provided above, they may submit their dispute to arbitration before the American Arbitration Association or, if that organization no longer exists, to its functional equivalent or similar alternative dispute resolution agency or methodology. The parties agree to use a single arbitrator and to each pay one-half of the AAA's administrative fee and the arbitrator's fees. Stonefield shall have the option, at the end of any five-year period,to terminate this lease. 6. Rent. Stonefield shall pay and provide to Renton the following consideration for this lease: 6.1 . The sum of $1,000 per annum, in advance, for each year of the term beginning on the date the building permit for the Parking Garage is issued, increased annually by the percentage increase of the Consumer Price Index for the Seattle-Tacoma Metropolitan Area, over the amount of such index for calendar year 2001 as the "base year," (the"CPI") for each year of the agreement. 2 6.2 Renton shall have during the entire Term of this Lease the unrestricted use of forty-five (45) parking stalls, for public parking, on the grade level of the Parking Garage, with the understanding that that parking will not be available during construction of the Parking Garage. 6.3 Stonefield will pay to Renton within fifteen (15) days after the end of each month twenty-five percent (25%) of all net revenue, after operating and management costs, received by Stonefield from fees charged for parking stalls above the grade (ground) level of the Parking Garage between 7:00 p.m. Friday and 7:00 a.m. Monday. Parking provided to tenants pursuant to leases of office space or other space within the Office Building shall be deemed to have no separate monetary consideration or revenue to Stonefield for purposes of this subsection and shall not be included within the calculation of parking revenue. 7. Additional Rent and Other Consideration. 7.1 Operating Costs. Stonefield shall pay all operating costs,taxes and utilities in connection with the Parking Garage. Operating costs shall mean any and all costs and expenses in connection with the operation, management, maintenance, repair and replacement of the Parking Garage, as appropriate, and any equipment used on or in connection therewith. 7.2 Taxes and Assessments. Stonefield shall pay all taxes directly to the applicable government agency prior to delinquency and shall provide proof of such payment to the City upon request. Taxes shall mean all real and personal property taxes and assessments, including assessments for public improvements, licenses and permit fees, charges for public utilities, lease or excise taxes, other excise taxes, levies, sales, use and occupancy taxes, business and occupation taxes, gross receipt or similar taxes, any tax or charge assessed against the rent or fair market value of the land, the project or the garage or any amount assessed in addition to or in lieu of such tax or assessment or other charges, and all other governmental impositions and charges of every kind and nature which may be imposed, levied upon or assessed against or which arise with respect to or constitute a lien upon the land, the project or Parking Garage or any part thereof, the leasehold estate created by this Lease or any part thereof, or any estate, right or interest therein or any occupancy, use or possession of or activity conducted on the Parking Garage or any part thereof. 7.3 Utilities. From and after the commencement date of this lease, Stonefield will, at its expense, provide utilities to the Parking Garage twenty-four (24) hours a day, seven (7) days a week. Renton shall have access to the-forty-five (45) parking stalls reserved to the City for public use within the Parking Garage at all times, including the proportionate use of all services and utilities provided for the Parking Garage. 3 • 8. Designation of Parking. Stonefield and Renton shall mutually agree on the location, designation and signage of the forty-five (45) parking spaces reserved for public use in the Parking Garage and shall clearly differentiate between parking spaces which are reserved for public parking and those parking spaces that are reserved, during normal business hours, for tenants of the Office Building. After normal business hours of the Office Building, and when not in use by late working tenants of the Office Building, the Parking Garage in its entirety shall be open for public parking. Stonefield may choose to charge a parking fee for use of the Parking Garage, except for the forty-five (45) parking spaces reserved for public use on the ground floor of the Parking Garage which shall remain free public parking. As part of the parking management plan to be entered into between Stonefield and Renton, pursuant to Section 13 of this lease, Stonefield shall, each day during the term, cause to be impounded any ineligible vehicle which is parked in violation of the parking management plan. In the event that Stonefield fails to remove violating vehicles, Renton shall have the right, with notice to Stonefield, to cause such vehicles to be removed from the premises at Stonefield's expense. 9. Prohibited Uses. 9.1 Neither Stonefield nor Renton shall do or permit anything to be done in or about the Parking Garage, nor bring or keep anything therein, which will, in any way, cause a cancellation of or increase in any premiums for, any fire or other insurance upon the Parking Garage. 9.2 Neither Stonefield nor Renton shall do, or permit anything to be done, in or about the Parking Garage which will, in any way, obstruct or interfere with the right of the members of the general public to utilize the public parking on the ground floor of the Premises or to enter or exit the Parking Garage. Neither Stonefield nor Renton shall permit the Parking Garage to be used for any unlawful or objectionable purpose, nor shall either Stonefield or Renton cause, maintain or permit any nuisances, nor suffer or commit any waste in on or about the Parking Garage. 9.3 Stonefield shall not install or permit the installation of any underground storage tanks in the Parking Garage, allow any person to sell or dispense gasoline, diesel fuel or other petroleum products from fuel tanks located in the Parking Garage, sell motor oil, nor allow any person to provide auto repair services, other than emergency repairs, in the Parking Garage. 9.4 There shall be no sales conducted from the Parking Garage and no kiosks, push carts or other merchandising units or obstructions placed in the Parking Garage except upon the mutual consent of the City and Stonefield. 9.5 Stonefield shall operate and maintain or cause the Parking Garage to be operated and maintained so that no unsafe levels of carbon monoxide, noxious fumes or other pollutants remain in the Parking Garage. 4 9.6 Compliance with Laws. Stonefield shall, at all times, comply with all laws concerning the Property and the Parking Garage including, without limitation, environmental laws. Stonefield shall not use, generate, manufacture, produce, store, release, discharge or dispose of in, on, under or about the Property or the Parking Garage, or off site in any way that might affect the premises, or transport to or from the Premises any hazardous substances, except those necessary in the construction of the project and then only in such amounts and concentrations as allowed under environmental and other applicable laws, including the City's Aquifer Protection Ordinance. Stonefield shall protect, defend, indemnify and hold Renton and its officers, employees, agents, successors and assigns from and against any and all demands, obligations, judgments, claims, losses, damages, cleanup costs and expense, including reasonable attorney's fees, directly or indirectly arising out of or attributable to the presence, release, discharge or disposal of hazardous substances in, on, under or about the Property or the Parking Garage after the effective date of this Lease including, without limitation,the costs of any required or necessary repairs, cleanup or remediation of the land or the Parking Garage provided, further, that notwithstanding anything in the foregoing seemingly to the contrary, Stonefield shall not be liable or responsible for, and shall not be requested or required to protect, defend, indemnify or hold the City harmless from any demands, obligations, judgments, claims, losses, damages, clean up costs and expense resulting, directly or indirectly, from or attributable to the presence, release, discharge or disposal of any hazardous substances in, on,under or about the Property on or before the effective date of this Lease. 10. Liens. 10.1 Stonefield covenants and agrees that it shall not suffer or permit any liens to be attached to,upon or against the Property,or any portion thereof. 10.2 If Stonefield fails to remove a lien on the Property, regardless of whether Stonefield is contesting such lien in good faith or not, and, as a result, there is a reasonable likelihood that the City's rights are in jeopardy as a result of the enforcement of such lien, Renton may take such action, as it shall reasonably determine, to remove such lien and all cost and expenses incurred by Renton including, without limitation, amounts paid in good faith settlement of such lien and attorney's fees and costs shall be paid by Stonefield to Renton together with interest thereon at the rate of 12% per annum from the date advanced until paid. Stonefield's obligation pursuant to this section shall survive the expiration date or other termination of this Lease. 11. Maintenance and Modification. 11.1 Maintenance and Repair. Stonefield shall, at its sole cost and expense, maintain the Parking Garage and appurtenances in good order, condition and repair, given the age and character of such improvements and will perform all interior and exterior, structural and nonstructural maintenance and repairs as a condition of this lease. Renton shall give Stonefield written notice of any maintenance or repair required to the Parking Garage or of any default by Stonefield in the performance of its 5 obligations under this section. Subject to Stonefield's rights to dispute whether such repairs are required under this lease, Stonefield shall promptly commence to perform its obligations under this Lease except that Stonefield shall perform its obligations as soon as reasonably possible if the nature of the problem presents a hazard or emergency. Stonefield shall notify Renton at least thirty (30) days in advance of any temporary closure of all or any portion of the Parking Garage in connection with normal maintenance as soon as Stonefield becomes aware of the need for temporary closure of the Parking Garage in whole or in part. All work should be scheduled and conducted in a manner to minimize closure of the Parking Garage, in whole or in part, and to the extent • practicable shall be conducted between the hours of 7:00 p.m. and 5:00 a.m. or on the weekends. • 11.2 Ongoing Inspections. On the tenth anniversary of .the commencement date and every five years thereafter, Stonefield shall, following consultation with Renton, retain an independent qualified structural engineer with at least five years of experience inspecting buildings comparable to the Parking Garage, or other qualified construction professional mutually acceptable to Stonefield and Renton, with a comparable level of expertise, to conduct a physical inspection of the condition of the project, including all major building and utility systems, machinery and equipment, elevators and other common areas. Within fifteen (15) business days following such inspection a copy of the report shall be delivered to Stonefield and Renton including a description of what corrective work, if any, needs to be undertaken to restore the Parking Garage to good order, condition and repair, given the age and character of the improvements, a recommended schedule of corrective work to be performed during the next five (5) year period, and a cost estimate to implement such schedule. Disputes between Stonefield and Renton regarding required maintenance or repairs, the inspection report, the corrective work or the proposed work plan shall be referred to an independent mediator for resolution pursuant to subsection 11.3. 11.3 Mediation of Disputes. Stonefield and Renton agree to follow mediation to attempt to resolve disputes regarding required maintenance and repairs and for the proposed corrective work plan without resort to litigation. In the event a dispute arises between Stonefield and Renton concerning required maintenance and repairs or the proposed corrective work plan, either party may deliver a written notice to the other referring the matter to an independent structural engineer or other construction professional with experience in management and repair of structures comparable to the Parking Garage, whom Stonefield and Renton have mutually designated as an independent mediator to mediate the dispute. Within thirty (30) days following receipt of notice referring the matter to the mediator, Stonefield,Renton and the inspecting engineer shall submit all necessary information to the mediator to make a final recommendation. The mediator shall be entitled to consult independently with any of the parties or such other of their respective consultants as the mediator desires to determine what is necessary in order to make a final recommendation as to the matter within fifteen (15) business days after receipt of the information. Any costs incurred in connection with the mediation, including the other parties' attorney's fees, and fees paid to the mediator, shall be paid by the non-prevailing party or substantially non-prevailing party. 6 11.4 Modifications, Alterations and Additions. Stonefield may, at its sole cost and expense make such modifications, alterations and additions to the Parking Garage as Stonefield shall determine in its discretion provided that such modifications, alterations and additions do not substantially decrease the number of parking stalls in the Parking Garage and are completed in good and workmanlike manner and in compliance with all requirements of the law. 12. Parking Management Plan. Stonefield shall operate, manage, maintain and repair the Parking Garage in accordance with this Lease and the Parking Management Plan attached hereto as Exhibit A and by this reference incorporated herein. 13. Security for Operations: Stonefield shall provide to Renton a Performance bond, equal to the cost of performing the Parking Management Plan for one year. If Stonefield fails to provide such bond or fails to renew it or keep it in full force and effect then Renton may assume the duty of performing the Parking Management Plan but at Stonefield's expense. Failure to maintain the Performance bond or pay Renton the cost of performing the Parking Management Plan, should Renton assume that duty, shall each be considered a material default under this lease. 14. Insurance. 14.1 Stonefield's Coverages. At all times during the Term of this Lease Stonefield shall obtain and maintain "all risk" property insurance (in builder's risk form during any period of restoration following casualty, and during the period of initial construction of the Project) in an amount not less than 100% of the then full replacement cost of the Parking Garage (exclusive of the cost of excavations, foundations and footings) and without deduction for physical depreciation and 12 months loss of rents coverage, together with such other insurance coverage as is customarily carried on comparable buildings in the City of Renton or as Stonefield may reasonably determine, with insurance companies which are authorized to • do business in the State of Washington. Stonefield shall also procure and maintain in full force and effect at all times during the Term of this Lease comprehensive general liability insurance (full form personal injury and broad form property damage) with respect to the Parking Garage on an occurrence basis insuring Stonefield against claims for personal injury (including, without limitation, bodily injury or death) and property damage liability with a combined single limit of not less than $2,000,000 per occurrence, automobile liability (with limits of not less than $1,000,000 per occurrence), and workers' compensation insurance (as required by law), and, so long as there is no additional cost to Stonefield, naming Renton as an additional insured. Notwithstanding the foregoing minimum limits of insurance coverage, the amount of such insurance coverage shall not be less than commercially reasonable insurance carried by owners of properties of similar nature and occupancies as the Parking Garage. 7 14.2 Minimum Scope of Insurance Coverage for Renton. 14.2.1 General Liability. From and after the commencement date of this Lease, Renton shall have the right to self-insure under Section 14.2.2 or, at its sole cost and expense, shall obtain and keep in force from and after the commencement date of this Lease, general liability insurance, on an occurrence basis, insuring Stonefield and Renton against claims for personal injury (including bodily injury or death), property damage liability and such other loss or damage from such causes of loss as are covered by insurance policies of the type now known as "Commercial General Liability" insurance (Insurance Services Office form number(CG00 001 Ed. 11-88)) with a limit of not less than$1,000,000 combined single limit per occurrence, $2,000,000 aggregate. 14.2.2 Self-Insurance by Renton. Notwithstanding anything herein to the contrary, Renton may self-insure for general liability coverage, provided that Renton maintains at all times a program of self-insurance. Renton agrees to provide Stonefield with at least thirty (30) days prior written notice of any change in Renton's self-insured status and will provide Stonefield with a certificate of self-insurance as adequate proof of insurance. In the event Renton fails to satisfy the condition set forth above, Renton shall immediately procure the insurance coverage required for risks against which Renton had previously self-insured. If Renton elects to self-insure, as set forth in this Section, Renton acknowledges and agrees that Stonefield shall have no liability for such losses or damage which would otherwise have been covered by the general liability insurance which Renton could have provided in accordance with Section 14.2.1 of this Lease, nor shall Renton's failure to obtain commercial general liability insurance have any effect on Renton's obligation's under this Lease. 15. Indemnification and Waivers Under Insurance. The parties agree to mutually waive all right of recovery against the other for any loss or damage covered by their respective first party commercial insurance policies for all perils insured thereunder (or if Renton elects to self-insure, for all perils that would have been covered under such policies if they had been obtained by Renton) and, in the event of any such loss, neither party's insurance carrier shall have a subrogation claim against the other party; provided, however, that this waiver of subrogation shall not apply if the effect is to void such insurance coverage. 16. Destruction. 16.1 Insured Damage. If during the term the Parking Garage is partially or totally destroyed by any casualty that is covered by the insurance described in this lease, rendering the Parking Garage partially or totally inaccessible or unusable, Stonefield shall restore the Parking Garage to substantially the same condition as it was immediately before such destruction, if(i) the insurance proceeds available to Stonefield for such loss equals or exceeds the cost of such restoration, (ii) such restoration can be completed within a period which is not longer than twenty-four (24) months from the date of such destruction and (iii) such restoration is permitted under then existing laws to be done in such a manner as to return the Parking Garage to substantially the same 8 condition as it was in immediately before such destruction. Stonefield will advise Renton with respect to the preceding conditions and, accordingly, whether such restoration of the Parking Garage can proceed, on or before that date which is ninety (90) days after the date of destruction. If the foregoing conditions cannot be met, such destruction shall be treated as "Underinsured Damage" in accordance with the provisions of the following subsection. Destruction which is required to be restored by Stonefield in accordance with the terms of this Section shall not terminate this Lease. 16.2 Underinsured Damage. If during the term, the Parking Garage is partially or totally destroyed by any casualty and the conditions set forth in the prior subsection, captioned "Insured Damage" cannot be met, Stonefield shall provide written notice to Renton within ninety (90) days after the date of destruction. Such notice shall describe the extent of the destruction, which of the conditions(s) cannot be met, and the estimated time necessary for a restoration of the Parking Garage and whether Stonefield, at its sole option, elects to either (i) restore such portion of the Parking Garage as is damaged or the entirety thereof to substantially the same condition as it was in immediately before such destruction, or (ii) terminate this Lease effective as of the date of such destruction. If Stonefield elects to restore the Parking Garage (or the damaged portion thereof)then Stonefield shall proceed to restore the portion of the Parking Garage as is destroyed or.the entirety thereof in accordance with the terms agreed upon between Stonefield and Renton,provided,however,that Stonefield shall complete such restoration as soon as reasonably practical, but, in any event not longer than that period which is twenty-four (24) months from the date of such destruction. If the Lease is terminated, any duty to pay rent shall terminate upon the date of termination and any insurance proceeds shall be distributed as follows: (i) first to any Leasehold Secured Party(ies) in order of their priority to such proceeds and in accordance with the terms of their respective interests, (ii) then the balance to Renton and Stonefield in proportion to the following amounts: (A) for Renton, an amount equal to cost to remove any debris of the Parking Garage, repave and restripe the Property for parking and (B) to Stonefield any balance remaining. 17. Indemnity. Stonefield shall hold Renton harmless from and against any and all damage arising out of any personal injury or death to any persons or damage to property occurring in, on or about the Parking Garage except for damages resulting from the negligent acts or omissions of Renton or its agents and employees. To the extent permitted by law, Renton shall hold Stonefield harmless from and against any and all damages arising out of personal injury or death to any person or damage to property occurring in, on or about the Parking Garage resulting from the negligent acts or omissions of Renton and its agents and employees. 18. Assignment and Subletting. This Lease is premised upon the construction by Stonefield, its assigns or successors of a five or six story Class A building at the northwest corner of Main Avenue South and South 2"d Street. This Lease is not intended to be utilized for a structure other than the Parking Garage or to serve as parking for any other type of development or development -located in some other place than that proposed. This Lease may not be assigned, without the City's prior written consent, for 9 such alternative uses or to service an office building at an alternative location. Stonefield and its successors shall have the right to sell, transfer, convey, mortgage, encumber, hypothecate and assign their interests in this Lease, the Parking Garage or any part thereof or interest therein provided and upon the condition that the assignee specifically agrees to assume and perform all of the obligations of Stonefield under this Lease and the Parking Management Plan. Upon any assignment of Stonefield's or its successors' entire right, title and interest in the Lease and the Parking Garage, Renton shall be provided, in writing, the name and address of the assignee and a copy of the fully executed assignment. An assignment or subletting pursuant to this paragraph shall be subject to all of the covenants, agreements,terms,provision and conditions contained in this Lease and the Parking Management Plan incorporated herein, and each of the covenants, agreements, terms, provisions and conditions of this Lease and the Parking Management Plan shall be automatically incorporated in each such assignment or subletting. 19. Continuous Occupancy. Stonefield shall use its best efforts to have the office building serviced by the Parking Garage continuously occupied, considering the office market and sound economic principles. Failure by Stonefield to use its best efforts to have the office building continuously occupied shall be a material default under this lease. 20. Defaults. 20.1 Default By Stonefield. A. Stonefield shall be in "Default" under this Lease (i) if Stonefield shall not have paid the rent payable pursuant to this Lease within ten (10) days following receipt of written notice from Renton stating that the due date for such payment has passed (a "Monetary Default") or (ii) if a major default by Stonefield has occurred, including but not limited to Stonefield's failure to have performed a material obligation provided in Sections 14 and 19 of this Lease, and either such default has not been cured within thirty.(30)'days after Renton's delivery of written notice to Stonefield specifying such default or, with respect to any failure of performance which cannot with due diligence be cured within 30 days, if Stonefield fails to commence the cure of such default within such 30 days and thereafter continue to diligently prosecute such cure, it being the intent of the parties that in connection with a default(or failure of performance) not susceptible of being cured with due diligence within 30 days that the time within which to cure the same shall be extended for such period as may be necessary to complete.the same with due diligence. Any default described in subsection (ii) above shall be referred to in this Lease as a`Non-Monetary Default." B. Renton shall provide copies of any notice of,default to Stonefield and to any "Leasehold Secured Party" for whom Renton has been provided a name and address and a request for default notices. Any Leasehold Secured Party shall have the right to cure any default by Stonefield under this Lease if Stonefield fails to do so within such 30 day period, and for purposes of such cure, the Leasehold Secured Party shall have an additional period of up to thirty (30) days to commence such cure. For 10 purposes of this Lease, a "Leasehold Secured Party" shall mean and include (1)any mortgagee or beneficiary under a deed of trust of Stonefield's interest in this Lease or the Parking Garage constructed or to be constructed by Stonefield on the Premises, (2)a beneficiary of or holder of a security interest in Stonefield's interest in this Lease and/or the Parking Garage given for the purpose of securing repayment of funds used or to be applied for construction of the Parking Garage, (3)a trustee for holders of bonds issued to provide funds used or to be applied for construction of the Parking Garage, and/or (4)the beneficiary of any other security interest in Stonefield's interest in this Lease and/or the Parking Garage given as security for repayment of funds used or to be applied for construction of the Parking Garage. C. If Renton shall claim that Stonefield is in default, Renton shall have the right to institute suit in the Superior Court of Washington for King County (i) to recover damages, (ii)for injunctive relief and/or, (iii) if, and only if, a Non- Monetary Default has occurred on three (3) or more separate occasions within any twelve (12) consecutive; calendar month period, to recover possession of the Premises and terminate this Lease (an "Action"). Stonefield shall have. thirty (30) days after commencement of any such Action to file appropriate pleadings in the Action to contest Renton's claim of Default, and no action shall be taken by Renton during such 30-day period to regain possession of the Premises. Renton's rights and Stonefield's obligations shall be resolved by the final determination made by the court in exercising jurisdiction over the dispute. For the purpose hereof, a "final determination" shall occur when the judgment or order entered can be enforced by execution or other specific enforcement and no such judgment or order shall be considered final for purposes hereof during the pendency of a stay of execution in connection with an appeal. For purposes of subpart (iii) of this subparagraph C, each default under Sections 14 and 19 and under the Parking Management Plan shall be considered a separate default. Any default extending for more than thirty (30) days shall likewise be considered a separate default unless it is a failure of performance which cannot with due diligence be cured within 30 days as provided in subparagraph A of this paragraph 20.1. 20.2 Default By Landlord. If Renton fails to perform any of its obligations under this Lease, and such failure continues for a period of thirty (30) days after notice thereof from Stonefield (except, however, with respect to any failure of performance which cannot with due diligence be cured within 30 days, if Renton fails to proceed within such 30 days to cure the same and thereafter continue to diligently prosecute the cure of such default, it being intended that in connection with a default not susceptible of being cured with due diligence within 30 days that the time within which to cure the same shall be extended for such period as may be necessary to complete the same with due diligence) (referred to herein as a"Landlord Default"), then in addition to all other rights and remedies of Stonefield under this Lease and at law or equity, Stonefield may commence an action in the Superior Court of Washington for King County requesting an order compelling Renton to perform such of its obligations as may be in default under this Lease and/or a judgment against Renton for Stonefield's damages resulting from such default by Renton and, in addition to but without limiting any of its other rights and remedies, Stonefield may (but shall not be obligated to) cure such 11 Landlord Default on behalf of Renton, and upon demand by Stonefield, Renton shall promptly pay to Stonefield all costs and expenses of such cure. If, after any Landlord Default, Stonefield makes demand for payment, Stonefield shall furnish Renton an itemized statement of the costs and expenses incurred by it for such cure. All costs and expenses incurred or advanced by Stonefield under any provision of this Lease to cure any Landlord Default shall bear interest at the Default Rate hereunder from the date Stonefield advances payment thereof until payment in full by Renton. Should Renton fail to promptly pay any sum due Stonefield under this Lease, Stonefield, at its option, may offset such amount (plus any applicable interest accrued thereon) against subsequent payments of rent or other amounts due or to become due hereunder until the amount owed,plus interest, is recovered. 20.3 Default Rate. Any amounts unpaid by one party to the other party in Default hereunder shall bear interest from the date such amount is past due until paid in full at the rate(the"Default Rate") of the lesser of: (i) The highest rate permitted by law either to be paid on such type of obligation by the party obligated to make such payment or charged by the party to whom such payment is due,whichever is less; or (ii) The Prime Rate plus two percent (2.0%). As used herein, the term "Prime Rate" means the rate of interest published from time to time as the "Prime Rate" in the Wall Street Journal under the heading Money Rates; provided, however, that (i) if more than one such rate is published therein the Prime Rate shall be the highest such rate and (ii) if such rate is no longer published in the Wall Street Journal or is otherwise unavailable, the Prime Rate shall be a substantially comparable index of short term loan interest rates charged by Bank of America or its successors. 21. Right to Estoppel Certificates. Each party, within fifteen (15) days after notice from the other party, shall execute and deliver to the other party, in recordable form, a certificate stating that this Lease is unmodified and in full force and effect, or in full force and effect as modified and stating the modifications. Failure to deliver the certificate within such fifteen(15) day period shall be conclusive upon the party failing to deliver the certificate for the benefit of the party requesting the certificate and any successor to the party requesting the certificate, that this Lease is in full force and effect and has not been modified except as may be represented by the party requesting the certificate. 22. Attorney's Fees. In the event either party requires the services of an attorney in connection with enforcing the terms of this Lease or the Parking Management Plan, or in the event suit is brought for the recovery of any rent due under this Lease or for the breach of any covenant or condition of this Lease or the Parking Management Plan, or for the restitution of said premises to Renton and/or eviction of Stonefield during said term or after the expiration thereof, the prevailing party will be entitled to a reasonable sum for attorney's fees, witness fees, and court costs, including costs of appeal. 12 • 23. Surrender; Holding Over. Stonefield shall surrender the premises to Renton on the expiration date of the term of this Lease (the "Expiration Date") in good condition, ordinary wear and tear excepted. Stonefield shall remove all of Stonefield's personal property on the Expiration Date. Stonefield shall perform all restoration made necessary by the removal of Stonefield's personal property within thirty (30) days following the Expiration Date. 24. No Broker. Stonefield and Renton each represent to the other that neither is represented by any broker, agent or finder with respect to this Lease, in any manner. Each party agrees to protect, defend, indemnify and hold the other party harmless from and against any and all liability, costs, damages, causes of action or other proceedings instituted by any broker, agent or finder, licensed or otherwise, claiming through, under or by reason of the conduct of the indemnifying party in any manner whatsoever in connection with this Lease. 25. Modifications of Lease Required by Leasehold Secured Parties. Renton and Stonefield acknowledge and agree that the provisions of this Lease have been negotiated and agreed to by them prior to final agreements with the Leasehold Secured Party(ies) which will provide fmancing for construction of the Parking Garage, and that such Leasehold Secured Parties may reasonably require modification of and/or additional provisions to be incorporated in this Lease prior to making final commitments for and funding construction of the Parking Garage improvements. Accordingly, Renton and Stonefield agree to make such modifications and additions to this Lease as may be required by Leasehold Secured Parties, pursuant to common, commercially reasonable standards, to secure financing for construction of the Parking Garage, provided that such modifications and additions do not reduce the consideration to be paid and provided to the City, do not modify the term of this Lease, and do not decrease the insurance and indemnity provisions provided the City as set forth herein. 26. Miscellaneous Provisions. 26.1 Entire Agreement. This Lease together with the Parking Management Plan, sets forth the entire agreement of the parties as to the subject matter hereof and supersedes all prior discussions and understandings between them. Neither this Lease nor the Parking Management Plan may be amended or rescinded in any manner except by an instrument in writing singed by a duly authorized officer or representative of each party hereto. 26.2 Governing Law. This Lease shall be governed by and construed and enforced in accordance with the laws of the State of Washington. 26.3 Severabilit'. Should-any of the provisions of this Lease or the Parking Management Plan be found to be invalid, illegal or unenforceable by any court of competent jurisdiction, such provision shall be stricken and the remainder of this Lease or 13 the Parking Management Plan shall nonetheless remain in full force and effect unless striking such provision shall materially alter the intention of the parties. 26.4 Jurisdiction. In the event any action is brought to enforce any of the provisions of this Lease, the parties agree to be subject to exclusive in personam jurisdiction in the King County Superior Court for the State of Washington and agree that in any such action venue shall lie exclusively at Seattle, Washington. 26.5 Waiver. No waiver of any right under this Lease shall be effective unless contained in writing signed by a duly authorized officer or representative of the party sought to be charged with the waiver and no waiver of any right arising from any breach or failure to perform shall be deemed to be a waiver of any future right or of any other right arising under this Lease. 26.6 Captions. Section captions contained in this Lease are included for convenience only and form no part of the agreement between the parties. 26.7 Notices. All notices or, requests required or permitted under this Lease shall be in writing, shall be personally delivered or sent by certified mail, return receipt requested, postage prepaid, or by facsimile transmission and shall be deemed given when so delivered, received or faxed (provided the fax machine has issued a printed confirmation of receipt). All notices or requests shall be sent to Landlord and .. Tenant addressed as follows: If to Stonefield: Stonefield Development Company, LLC c/o Oakhurst Development Company 3011 80t Avenue SE Mercer Island, WA 98040 Attn: Richard Loman With a copy to: Michael K. Murray, P.S. Lasher Holzapfel Sperry& Ebberson, PLLC 2600 Two Union Square 601 Union Street Seattle, WA 98101 Landlord: City of Renton 1055 So. Grady Way Renton, WA 98055 Attn.: Mayor Any party may change the address to which notices shall be sent by notice to the other party in the manner;and with the effect set forth in this Section 26.7. 26.8 Binding Effect. Subject to the provisions of Sections 18 hereof, this Lease shall be binding upon, and inure to the benefit of, the parties hereto and their 14 respective successors and permitted assigns. No permitted assignment of this Lease by either party hereunder shall be effective against the other party unless and until an executed counterpart of the instrument of assignment and assumption of the assignor's obligations under this Lease and, if applicable, the Parking Management Plan, shall have been delivered to the other party and the other party shall have been furnished with the name and address of the assignee. • 26.9 Gender and Number. As used in this Lease, the masculine shall include the feminine and neuter, the feminine shall include the masculine and neuter, the neuter shall include the masculine and feminine, the singular shall include the plural and the plural shall include the singular, as the context may require. 26.10 Fair Construction. The provisions of this Lease and the Parking Management.Plan shall be construed as a whole according to their common meaning not strictly for or against any party and consistent with the provisions contained herein in order to achieve the objectives and purposes of this Lease and the Parking Management Plan. Each party hereto and its counsel has reviewed and revised this Lease and the • Parking Management Plan and agrees that the normal rules of construction to the effect that any ambiguities are to be resolved against the drafting party shall not be construed in the interpretation of this Lease and the Parking Management Plan. 26.11 Recording; Memorandum of Lease. Neither Renton nor Stonefield • shall record this Lease without the written consent of the other; provided, however, that Stonefield shall have the right to record a Memorandum of this Lease. Stonefield will record a release at the end of the term. 26.12 Time is of the Essence. Time is of the essence in the performance of each parry's obligations under this Lease. Each party will carry out its obligations under this Lease diligently and in good faith. 26.13 No Waiver of Eminent Domain Power. Nothing in this Lease shall constitute or be construed as constituting any limitation upon Renton or any waiver by Renton with respect to its exercise of the power of eminent domain. 26.14 Nature of Relationship. The relationship between Renton and the Stonefield shall be solely that of landlord and tenant. Nothing contained in this Lease or the Parking Management Plan shall be deemed or construed to create a partnership, tenancy-in-common, joint tenancy, joint venture or co-ownership between Renton and Stonefield. Renton shall not in any way be responsible or liable for the debts, loses, obligations or duties of Stonefield with respect to the project or otherwise by reason of this Lease. All obligations to pay Operating Costs, Taxes and Utilities, and to perform obligations under the Corrective Work Plan and the Work Plan shall be the sole responsibility of Stonefield except as otherwise expressly set forth in this Lease. No term or provisions of this Lease is intended to be,or shall be,for the-benefit of any person, • 15 firm, organization or corporation not a party hereto, and no such person, firm, organization or corporation shall have any right or cause of action hereunder. Entered into this day of ,2000. City of Renton Stonefield Development, LLC By By Jesse Tanner Its Mayor Its Attest Marilyn Petersen City Clerk Approved as to legal form Lawrence J. Warren City Attorney T10.27:01 16 CITY OF RENTON ECONOMIC DEVELOPMENT,NEIGHBORHOODS AND STRATEGIC PLANNING MEMORAN D U M DATE: August 7,2000 TO: Randy Corman,Council President Members of the Renton City Council VIA: Jesse Tanner,Mayor FROM: Sue Carlson,EDNSP Administrator STAFF CONTACT: Mark Santos-Johnson,extension 6584 SUBJECT: City Center Building Parking Garage ISSUE: Proposed transfer of development and use rights of City of Renton property at 212—222 Main Avenue S. for new combination public/private parking structure for new office building at 219 Main Avenue S. BACKGROUND: The City is aggressively working to revitalize downtown Renton to be the heart of the City and contain a lively mix of residential,office,retail and entertainment opportunities. During the last five years,the City has worked to transform the mix of aging infrastructure,older buildings and large car lots in the downtown core to provide mixed-use housing and retail developments, a regional transit center, the Piazza park and major infrastructure improvements. More recently,the City has worked to attract developers to.build new office space in downtown Renton. As part of the downtown revitalization effort,the Stonefield Development Company,LLC,("Stonefield") would like to build the City Center Building,a five or six-story(approximately 137,000 square feet),Class A,office building on mostly vacant land at the southwest corner of Main Avenue S.and S.Second Street. Because of the high water table in downtown Renton,they are unable to build structured parking underground as is typical for large office developments in many urban centers. In order to meet the parking needs for the City Center Building, Stonefield wishes to lease development and use rights (i.e.,the"air rights")for property owned by the City and located on the opposite side of Main Avenue S. directly east of the office building site to use for parking. The City's property is currently used as a surface parking lot with 45 parking spaces. The proposed lease of the City's property for parking allows Stonefield to maximize the 219 Main Avenue S. site for office use. (See the attached Site Map.) The major elements of the proposed lease between Stonefield and the City are outlined in the attached Letter of Intent and noted below: ■ Stonefield proposes to construct,use and operate a seven-story parking structure(approximately 111,000 square feet)with over 300 parking spaces on the City's site(i.e., six stories over the • existing ground level parking). The current grade(ground)level parking will continue to be available for public parking at all times(except during construction of the parking garage). The six stories of above-grade level parking will be available during business hours for the Stonefield development and during evenings and weekends as public parking. Q:\EDNSP\Mark's\Miscellaneous Economic Development Items\Stonefieid Issue Paper 8-7.doc 1 • The initial term of the lease will be 50 years commencing with the date of issuance of the building permits. At the end of the 50-year period,the title to the improvements shall revert to the City. • At the end of the 50-year period,the City will make available to Stonefield the same number of parking stalls as provided in the parking structure for another 50-year period,at Stonefield's option. The_parking will be provided either in this parking structure or in another structure of like quality and distance from the office building site. The parking spaces will be provided at fair market rents in ten five-year terms at Stonefield's option. • During the 50-year term of the lease,Stonefield will pay the City$1,000 per annum,in advance. This amount will be increased by the percentage increase of the CPI for each calendar year of the lease agreement. Stonefield will also pay to the City 25%of all net revenue(after operating and management costs)received from fees charged for parking stalls above the grade level in the parking structure between 7:00 PM Friday and 7:00 AM Monday. This excludes parking provided to tenants of the office building pursuant to leases. RECOMMENDATION: The Administration recommends that the Council authorize the Mayor to proceed with negotiations to develop a lease and/or other legal documents as necessary to transfer the development and use rights (i.e., "air rights")of the City's parking lot at 212—222 Main Avenue S.to Stonefield for a new combination public/private parking structure for the City Center Building office development at 219 Main Avenue S. The lease will be structured based on the attached Letter of Intent and will be presented to the Council for.review prior to execution by the Mayor. This recommendation meets the following objectives: • • The City Center Building is consistent with the City's long-term land use policies,including the City's Comprehensive Plan vision statement and the Downtown Element Policies. • The City Center Building is responsive to the City's long-term goals for urban center development and the City's current economic development strategies to revitalize downtown Renton. The project will provide substantial Class A office space for an estimated 1,250 employees,plus their clients. • The project provides parking to help support additional economic development and revitalization efforts in downtown Renton. • The City will receive an annual fee,plus a share of the net revenue from weekend public parking in the above-grade level parking in the parking structure. At the end of the 50-year team of the lease, the City will acquire title to the seven story parking structure. • The City will,receive revenue from construction sales tax,property taxes and the spin-off effects of the City Center Building's employees and their clients buying goods and services in Renton. Attachments: Letter of Intent Site Map cc: Jay Covington Marilyn Petersen Q:\EDNSP\Mark's\Miscellaneous Economic Development Items\Stonefield Issue Paper 8-7.doc 2 • Stonefield Development Company, LLC and City of Renton Letter of Intent Draft • May 23, 2000 1. Background: Stonefield Development Company, LLC or assigns ("Stonefield") • intends to build a five or six-story, Class A, office building on mostly vacant land at the northwest corner of Main Avenue South and Second Street in downtown Renton(207— 219 Main Avenue South). As an integral part of this development, Stonefield wishes to lease development and use rights for property owned by the City of Renton, currently used as a surface parking lot, located on the opposite side of Main Avenue South directly east of the office building site. The City's surface parking lot now contains 45 parking • spaces. 2. Purpose of Agreement: This agreement will provide for the transfer of development and use rights to Stonefield for construction and operation of a parking garage on real property owned in fee by the City of Renton. The legal description of the property is described below. The legal instruments comprising the"Agreement"between the City and Stonefield are expected to include a long-term lease, necessary easements, and/or such other conveyances as are mutually agreed upon by the City and Stonefield. 3. Parties: City of Renton, Washington, "City" or"Lessor." Stonefield Development Company,LLC, and its assigns, "Lessee." 4. Proposed Use: Lessee's construction, use and operation of an approximately six (6)level parking structure over existing ground level. It is anticipated that the completed construction will contain in excess of 300 parking stalls. Page 1 of 4 5. Subject Real Property: The property owned by the City and currently used as a surface parking lot, is located at 212—222 Main Avenue South, Renton,WA 98055 and is legally described as: THE SOUTH 25 FEET OF LOT 3 AND ALL OF LOTS 4, 5,AND 6 IN BLOCK 10 OF TOWN OF RENTON,AS PER PLAT RECORDED IN VOLUME 1 OF PLATS,PAGE 135,RECORDS OF KING COUNTY. • TOGETHER WITH THE EAST 5 FEET THEREOF,CONDEMNED FOR ALLEY PURPOSES IN KING COUNTY SUPERIOR COURT CAUSE NO. 87129,AS PROVIDED BY ORDINANCE NO.272 OF THE TOWN OF RENTON; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 6. Term of Agreement: a) The initial term of the Agreement will be fifty(50) years. The fifty-year term of the Agreement will commence on the date of issuance of building permits. At the end of the fifty-year period, the title to the improvements on the project shall revert to the City of Renton. b) The City of Renton will make available to Lessee, at the end of fifty(50)years, the same number of parking stalls as Lessee enjoyed in the parking structure, in that structure, or a structure of like quality and distance from the office building site, for a fifty-year period of time, at Stonefield's option. 7. Consideration to Renton: During the term of the Agreement, Lessee shall pay and provide to the City the following as the monetary consideration for the Agreement and Lessee's use of the subject property: 7.1 Lessee shall pay to the City the sum of$1,000.00 per annum, in advance, for each year of the Term beginning on the date the building permit is Page 2 of 4 1r issued. This amount shall be increased by the percentage increase of the CPI for each calendar year of the Agreement. 7.2 The City of Renton retains ownership and unrestricted use of the grade level parking. . (a) No public parking will be provided or available during construction of the parking garage. 7.3 Lessee will pay to the City, within fifteen(15) days after the end of each month, twenty-five percent (25%) of all net revenue(after operating and management costs)received by Lessee from fees charged for parking stalls above the grade(ground) level of the parking garage between 7 PM Friday and 7 AM Monday. Parking provided to tenants pursuant to leases of office or other space within the office building shall be deemed to have no separate monetary consideration or revenue to Lessee for purposes of this subsection, and shall not be included within the calculation of parking revenue. 7.4 The City of Renton agrees to lease, at Stonefield's option, after the initial 5.0 year term, the parking space previously described in ten five-year terms, with rent to be agreed upon between the City and Stonefield at fair market value. The City of Renton keeps the right to use the grade level parking, but at no expense to Stonefield. Should the parties be unable to agree at fair market rental, they may submit their dispute to arbitration before the American Arbitration Association or, if that organization no longer exists,to its functional equivalent or similar alternative dispute agency or methodology. The parties shall agree to use a single arbitrator and split the expense of that arbitrator's fees. Stonefield shall have the option, at the end of any five-year period, to terminate this lease. 8. Summary: It is our intent that this letter is not contractual in nature. This letter is the expression of the principal business terms on which the City and Stonefield Development • Company, LLC agree to proceed to draw the Agreements. The Agreements will not be or Page 3 of 4 become effective unless and until applications for building permits for the office building and parking garage are approved. If the foregoing is acceptable to the City of Renton, please return an executed copy to us. We will then prepare the Agreement for the City's review and approval. Thank you. Agreed and Accepted:. City of Renton, Washington 694-64-4,. c;77;44,4, By: Its: lhAYo(z Agreed and Accepted: • Stonefield Development Company, LLC By:/✓tl p,A �� • Its: titiu--✓l Page 4 of 4 Future Renton • \ . ____ Performing Arts Center / S. 2nd Street Future Public Metropolitan Parking Place Vi as Future Renton wed U s! Fire Renaissance �..o Station Mixed-Use Transit Center Develop=ent ►���14 cii _. .4 #11 ' Development g Park'nL ► �. Ride aj .,,�# be, Pay Ilion - -��. a Renton Piazza Park 'storic• 5 NMI Muse Veteran• • emo '.1 S. 3rd Street •• Park ai III . gqa, ,.. 7--- / Burnett pU'S Station Mixed-Use Pi B evelopment lippl . / i Downtown Renton City Center Building Proposal 0 200 400 iiiiii ' , Neighborhoods&Strategic Planning ������ Proposed Parking Garage Site 1.2400 ' coU.Nagel +.14,10 11 July 2000 P772 Proposed Office Building Site - FINANCE COMMITTEE COMMITTEE REPORT February 12,2001 City Center Parking Garage- Transfer of Development and Use Rights at 222 Main Ave S.to Stonefield Development Co.,Inc. (Referred February 5, 2001) The Finance Committee recommends concurrence in the staff recommendation to approve the transfer of development and use rights at 222 Main Ave S. to Stonefield Development Co., LLC for a public/private parking structure. The Committee recommends that the Mayor and City Clerk be authorized to execute the lease agreement. King Parker,Chair Toni Nelson,Vice Chair Don Persson,Member cc: Document9\ FINANCE COMMI I 1 hE-Stonefield\ ARCHITECTURE&PLANNIN IC. ROYCE A. BERG,A.I.A., PRINCIPAL PHONE: (206)230-6648 3003 80TH AVE SE FAX: (206)230-6647 MERCER ISLAND,WA 98040 TRANSMITTAL To: Steve Taylor Date: 01/26/01 Senior Planner City of Renton, 6th Floor Project: Stonefield — Renton City Center 1055 S. Grady Way Renton, WA 98055 Project No: .99066 RE: City Center Building Project No. LUA-00-155, SA-H, ECF Description: \ 2 sets updated drawings dated 1/23/01 — City Revisions \ 1 set of 11 x 17 updates DEVELOPMENT PLANNING 2 copies LOS traffic report CITY OF RENTON JAN 2 6 MI RECE VE1 Remarks: Via: ❑ Sent per Your Request ❑ For Distribution ❑ Mail ® For Your Use/Reference ❑ For Your Records El Courier ❑ For Review/Comment El Other ® Hand Deliver El For Your Signature El Overnight ❑ For Your Approval ❑ Hold for Pick Up By: R . Berg cc: Dick Loman, Oakhurst Development CITY RENTON La Planning/Building/Public Works Department L : h Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator I January 17,2001 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia,WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee(ERC)on (ERC date): DETERMINATION OF NON-SIGNIFICANCE-MITIGATED CITY CENTER BUILDING LUA-00-155,SA-H,ECF The proposal includes a six-story 137,370 sq.ft. office building'containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft.of leasable space. To serve the needs of the office building the. project will also include'a six-story parking garage, containing approximately 391,parking stalls,to be located across the street(on the east side,of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles.will..enter and exit the parking garage via Main Avenue S. All existing structures will be removed‘from the site. Location: The proposed location for the office building is 207-219 Main Avenue South. The proposed location for the parking garage is 212-222 Main Avenue South. Appeals of the environmental determination must be filed in writing on or before 5:00 PM February 5,2001. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. If you have questions, please call me at(425)430-7219. For the Environmental Review Committee, by- Steve Taylor 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 - a ageacyltrl 1055 South Grady Way-Renton,Washington 98055 This paper contains 50%recycled material,20%post consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-155,SA-H,ECF APPLICANT: Stonefield Development Company, LLC/Mercer Island,WA PROJECT NAME: City Center Building DESCRIPTION OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a six-story parking garage, containing approximately 391 parking stalls, to be located across the street (on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter andsexitthe.parking garage via Main Avenue S. All existing. structures will be removed from the site. LOCATION OF PROPOSAL: • The:proposed location'Tor.th'e,,office building is 207-219 Main Avenue South :The proposed location for:the parking garage is 212-222 Main Avenue S.outh,. . ., MITIGATION MEASURES: : 1. The applicant shall follow•the recommendations of the Geotechnical Report prepared by Earth Consultants, Inc. dated Novernber,22, 2000,with regard to any site-disturbance, preparation, or development activities. 2. The applicant shall pay the appropriate ,Fire Mitigation'..Fee.equal to $.52 per square foot of building square footage. The Fire,.Mitigation Fee is payable prior to issuance of the building permit. 3. The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the project This fee is payable prior to issuance of the building permit. • • • MITMEAS CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-155,SA-H,ECF APPLICANT: Stonefield Development Company, LLC/Mercer Island,WA PROJECT NAME: City Center Building DESCRIPTION OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a six-story parking garage, containing approximately 391 parking stalls, to be located across the street (on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and.exit the parking garage via Main Avenue S. All existing structures will be removed from the site. LOCATION OF PROPOSAL: The proposed location`for the,office building is 207-219 Main Avenue South - The proposed location for the,parking garage is 212-222 Main Avenue South Advisory Notes to Applicant: The following notes are supplemental information provided in conjunctions with the environmental determination. Because these notes are provided as--.information.-only, they are not subject to the appeal process for environmental determinations: FIRE 1. The preliminary fire flow is 3250 GPM for the parking structure and 2,750 GPM for the office building. One hydrant is required with in 150 feet of each structure and one additional hydrant is required for each 1000 GPM above the first 1000 GPM with;300 feet of the structures. 2. A fire mitigation fee of$58,153.68 for the parking structure and $71,432.40 for the office building is required based on $.52 per square foot of the building square footage. Credit may be given for the square footage of any buildings that are demolished on these sites. 3. Separate plans and permits are required for the installation of fire alarm sprinkler and standpipe systems. The parking structure will be required to have dry standpipes in each stairwell with an outlet in the alleyway as well as a sprinkler system. 4. 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 fully paved with a turning radius of 45 foot outside and 25 foot inside. 5. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. _ a City Center Building LUA-00-155,SA-H,ECF Advisory Notes (continued) Page 2 of 3 PLAN REVIEW WATER 1. There is an existing 8-inch water main in Main Avenue and an 8-inch water main in S. 2nd Street. The derated fire flow in the vicinity is modeled from 2500 GMP to 5500 GMP with a static pressure of approximately 65-psi, depending on the line accessed. 2. The estimated fire flow requirement for the parking garage is 3,250 GMP and 2,750 GMP for office building. Four additional fire hydrants will be required to be installed. Staffs recommendation will be to install 2 new hydrants in Main Avenue S. and 2 new hydrants in S. 2nd Street. 3. The proposed project is located in the 196-water pressure zone. The project is located in Aquifer Protection Zone 1, therefore special construction restrictions may apply. 4. The Water System Development Charge (SDC)will be $4,581.50. This site may be subject to a redevelopment credit. 5. A separate utility permit and separate plans will be required for the installation of the double detector check valve assembly for the,fire sprinkler system. Applicant shall submit a copy of the mechanical plan showing location and installation, if backflow device is to be installed inside the building. 6. Buildings that exceed 30 feet in height will require a backflow device,to be installed on domestic water meters. . SANITARY SEWER 1. There is an existing 8-inch diameter sanitary sewer in.Main Avenue. 2. The Sewer System Development Charge (SDC)will:be $3,153.50. This site may be subject to a redevelopment credit. 3. Parking garages shall require floor drains and shall be connected to-the sanitary sewer. Flows shall be directed through floor drains that are installed in accordance with the UPC,to an exterior oil/water separator or as otherwise approved'by the City of Renton. The separator shall be sized to meet a minimum 15-minute retention time for peak flows anticipated in the garage area, but in no case will be less than 200 gallons of storage capacity. The type of interceptor shall be as manufactured by Pipe Inc., Utility Vault Inc., or approved equal. SURFACE WATER 1. A limited level one drainage study has been submitted and reviewed. Applicant must provide water quality treatment for the impervious surface area, subject to vehicular travel (6th level of parking lot) and show connection to the City's storm drainage system. No detention calculations are required for this project. 2. An existing 4-inch storm line is connected to the storm facilities on site at the parking lot site. Applicant must show how the 4-inch storm line will be connected to the new facility. 3. There is no Surface Water System Development Charge owed on this site. advisorynotes City Center Building LUA-00-155,SA-H,ECF Advisory Notes(continued) Page 3 of 3 TRANSPORTATION 1. Traffic mitigation fees of $103,350.00 will be assessed and are payable at the time of issue of permit. 2. Full street improvements including, but not limited to paving, sidewalks, curb & gutter, street signs and streetlights are required if not already in place. 3. Applicant has submitted a traffic generation analysis report. Due to the substantial increase in traffic and impacts on the level of service, applicant shall provide a traffic study report. The report shall be prepared by a state licensed engineer containing elements and information as identified in the City of Renton"Policy Guidelines for Traffic Impact Analysis of New Development'. The traffic study shall include the intersections of Main Ave S. and S. 2nd Street and Main Ave S. and S. 3` Street. 4. Applicant must also address the impacts to traffic flow at garage entrances. 5. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. GENERAL COMMENTS 1. All plans shall conform to the Renton Drafting Standards, which are attached for reference. Also attached for general information are a fee reference sheet and the King County Storm Water Standards(1990)as adopted by the City of Renton. • 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. Separate permits for side sewers, driveway'.cuts,.water meters and backflow device will be required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. It is recommended to call 425-430-7266 for a fee estimate generated by the permit system. 4. Cut and capping of existing utilities to existing structures on site will be required as part of the demolition permit. advisorynotes %, '. CITY IC __ RENTON le 4 N„ Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 17, 2001 Mr. Richard Loman Stonefield Development Company, LLC 3011 —80th Avenue SE Mercer Island,WA 98040 SUBJECT: City Center Building Project No. LUA-00-155,SA-H,ECF Dear Mr. Loman: 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 16, 2001, issued a threshold Determination of Non-Significance-Mitigated with :Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of the environmental'determination must.be filed in writing on or before 5:00 PM February. 5, 2001. Appeals must be filed in writing together with the required $75.00'application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal.Code'`Section.4-8-11,0. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on February 13, 2001 at 9:00 AM to consider the proposed Site Plan. The applicant or representative(s) of:the applicant is required to be present at the public hearing. A copy of the staff report will be.mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more. fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at(425)430-7219. For the Environmental Review Committee, 6114 4176—V Steve Taylor Senior Planner cc: Renton Cornerstone Investments/Owners Mr. Charles Divelbiss Enclosure dnsmletter 1055 South Grady Way-Renton,Washington 98055 This paper contains 50%recycled material,20%post consumer CITY OF RENTON • DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-155,SA-H,ECF APPLICANT: Stonefield Development Company, LLC/Mercer Island, WA PROJECT NAME: City Center Building DESCRIPTION OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a six-story parking garage, containing approximately 391 parking stalls, to be located across the street (on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office:building from Main Avenue South and exit via the alley to the west. Vehicles will enter and-exit the parking garage via Main Avenue S. All existing structures will be removed from the site..; LOCATION OF PROPOSAL: The proposed location for the office building is 207-219.Main Avenue South The proposed location for the parking garage is 212-222 Main Avenue-South • MITIGATION MEASURES: :• • 1. The applicant shall follow-the recommendations of the Geotechnical Report prepared by Earth Consultants, Inc.dated November.22, 2000,with regard to any,site disturbance, preparation, or development activities. 2. The applicant shall pay the appropriate Fire Mitigation :Fee equal to $.52 per square foot of building square footage. The Fire.Mitigation.Fee is payable prior.to issuance of the building permit. 3. The applicant shall be required to pay a Traffic Mitigation Fee of$75 for each average daily trip associated with the project. This fee is payable prior to issuance of the building permit. MITMEAS • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-155,SA-H,ECF APPLICANT: Stonefield Development Company, LLC/Mercer Island,WA PROJECT NAME: City Center Building DESCRIPTION OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a six-story parking garage, containing approximately 391 parking stalls, to be located across the street (on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and;exit'the•parking garage via Main Avenue S. All existing structures will be removed from the site. LOCATION OF PROPOSAL: The proposed location for the office building is 207-219 Main • Avenue South The proposed location for the parking garage is 212-222 Main Avenue South 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. • FIRE 1. The preliminary fire flow is 3250.GPM for the parking structure and 2,750 GPM for the office building. One hydrant is required with in 150 feet of each structure and one additional hydrant is required for each 1000 GPM above the first 1000 GPM with 300 feet of the structures. 2. A fire mitigation fee of$58,153.68 for the parking structure and $71,432.40 for the office building is required based on $.52 per square foot of the building square footage. Credit may be given for the square footage of any buildings that are demolished on these sites. 3. Separate plans and permits are required for the installation of fire alarm sprinkler and standpipe systems. The parking structure will be required to have dry standpipes in each stairwell with an outlet in the alleyway as well as a sprinkler system. 4. 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 fully paved with a turning radius of 45 foot outside and 25 foot inside. 5. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. • City Center Building V J LUA-00-155,SA-H,ECF Advisory Notes (continued) Page2of3 PLAN REVIEW WATER 1. There is an existing 8-inch water main in Main Avenue and an 8-inch water main in S. 2"d Street. The derated fire flow in the vicinity is modeled from 2500 GMP to 5500 GMP with a static pressure of approximately 65-psi, depending on the line accessed. 2. The estimated fire flow requirement for the parking garage is 3,250 GMP and 2,750 GMP for office building. Four additional fire hydrants will be required to be installed. Staffs recommendation will be to install 2 new hydrants in Main Avenue S. and 2 new hydrants in S.2"d Street. 3. The proposed project is located in the 196-water pressure zone. The project is located in Aquifer Protection Zone 1,therefore special construction restrictions may apply. 4. The Water System Development Charge (SDC)will be $4,581.50. This site may be subject to a redevelopment credit. 5. A separate utility permit and separate plans,will,.be required for the installation of the double detector check valve assembly for the fire"sprinkler system. Applicant shall submit a copy of the mechanical plan showing location and installation, if backflow device is to be installed inside the building. 6. Buildings that exceed 30 feet in height will require a backflow;device,to be installed on domestic water meters. SANITARY SEWER 1. There is an existing 8-inch diameter=sanitary sewer.in Main Avenue., 2. The Sewer System Development.Charge:,(SDC)will:be $3,153:50. This"site may be subject to a redevelopment credit. 3. Parking garages shall require floor drains and shall be connected to;the sanitary sewer. Flows shall be directed through floor drains that are installed in accordance with the UPC to an exterior oil/water separator or as otherwise approved by„the City of:Renton. The separator shall be sized to meet a minimum 15-minute retention time for peak,flows anticipated in the garage area, but in no case will be less than 200 gallons ofstorage capacity. The type of interceptor shall be as manufactured by Pipe Inc., Utility Vault,lnc., or approved equal. SURFACE WATER 1. A limited level one drainage study has been submitted and reviewed. Applicant mu§t provide water quality treatment for the impervious surface area, subject to vehicular travel (6 level of parking lot) and show connection to the City's storm drainage system: No detention calculations are required for this project. 2. An existing 4-inch storm line is connected to the,storm facilities on site at the parking lot site. Applicant must show how the 4-inch storm line will be connected to the new facility. 3. There is no Surface Water System Development Charge owed on this site. . z advisorynotes City Center Building LUA-00-155,SA-H,ECF Advisory Notes (continued) Page 3 of 3 TRANSPORTATION 1. Traffic mitigation fees of $103,350.00 will be assessed and are payable at the time of issue of permit. 2. Full street improvements including, but not limited to paving, sidewalks, curb & gutter, street signs and streetlights are required if not already in place. 3. Applicant has submitted a traffic generation analysis report. Due to the substantial increase in traffic and impacts on the level of service, applicant shall provide a traffic study report. The report shall be prepared by a state licensed engineer containing elements and information as identified in the City of Renton "Policy Guidelines for Traffic Impact Analysis of New Development". The traffic study shall include the intersections of Main Ave S. and S. 2"d Street and Main Ave S. and S. 3` Street. 4. Applicant must also address the impacts to traffic flow at garage entrances. 5. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. GENERAL COMMENTS 1. All plans shall conform to the Renton_Drafting Standards;which are'attached for reference. Also attached for general information are a fee reference sheet and tha:King County Storm Water Standards (1990)as adopted by the:City of Renton. 2. All required utility, drainage and street "improvementss.will require separate.plan submittals prepared according to City of.Renton•drafting';standards-by a licensed Civil Engineer. 3. Separate permits for side sewers, driveway,.cuts; water meters and;wbackflow device will be required. When plans are complete,three.copies of.the drawings, two copies of the drainage report, a construction estimate arid application fee shall'be submitted at the sixth floor counter. It is recommended to call 425-430-7266 for a fee estimate generated by the permit system. 4. Cut and capping of existing utilities to.existing structures on site will be required as part of the demolition permit. advisorynotes V, CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-00-155,SA-H,ECF APPLICANT: Stonefield Development Company, LLC/Mercer Island, WA PROJECT NAME: City Center Building DESCRIPTION OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a six-story parking garage, containing approximately 391 parking stalls, to be located across the street (on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. All existing structures will be removed from the site. LOCATION OF PROPOSAL: The proposed location for the office building is 207-219 Main Avenue South The proposed location for the parking garage is 212-222 Main Avenue South 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 process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM February 5, 2001. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. PUBLICATION DATE: January 22,2001 DATE OF DECISION: January 16, 2001 SIGNATURES: '. . %-f(*(C � ® f OiCet)i -/ . reg.• = q m -n,Administrators-/ DATE IrDepartmen of Planning/Building/Public Works \ 1_,_.___ Pir2 ", (or / / //tor hepherd, mini ra DATE C mmunity Services j , ,._ /—/1- otoo/ Lee Whe er, Fir � .e Chief DATE Renton Fire Department dnsmsig CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-155,SA-H,ECF APPLICANT: Stonefield Development Company, LLC/Mercer Island, WA PROJECT NAME: City Center Building DESCRIPTION OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a six-story parking garage, containing approximately 391 parking stalls, to be located across the street (on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. All existing structures will be removed from the site. LOCATION OF PROPOSAL: The proposed location for the office building is 207-219 Main Avenue South The proposed location for the parking garage is 212-222 Main Avenue South MITIGATION MEASURES: 1. The applicant shall follow the recommendations of the Geotechnical Report prepared by Earth Consultants, Inc. dated November 22, 2000,with regard to any site disturbance, preparation, or development activities. 2. The applicant shall pay the appropriate Fire Mitigation Fee equal to $.52 per square foot of building square footage. The Fire Mitigation Fee is payable prior to issuance of the building permit. 3. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. This fee is payable prior to issuance of the building permit. • MITMEAS CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-155,SA-H,ECF APPLICANT: Stonefield Development Company, LLC/Mercer Island, WA PROJECT NAME: City Center Building DESCRIPTION OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a six-story parking garage, containing approximately 391 parking stalls, to be located across the street (on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. All existing structures will be removed from the site. LOCATION OF PROPOSAL: The proposed location for the office building is 207-219 Main Avenue South The proposed location for the parking garage is 212-222 Main Avenue South 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. FIRE 1. The preliminary fire flow is 3250 GPM for the parking structure and 2,750 GPM for the office building. One hydrant is required with in 150 feet of each structure and one additional hydrant is required for each 1000 GPM above the first 1000 GPM with 300 feet of the structures. 2. A fire mitigation fee of$58,153.68 for the parking structure and $71,432.40 for the office building is required based on $.52 per square foot of the building square footage. Credit may be given for the square footage of any buildings that are demolished on these sites. 3. Separate plans and permits are required for the installation of fire alarm sprinkler and standpipe systems. The parking structure will be required to have dry standpipes in each stairwell with an outlet in the alleyway as well as a sprinkler system. 4. 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 fully paved with a turning radius of 45 foot outside and 25 foot inside. 5. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. City Center Building LUA-00-155,SA-H,ECF Advisory Notes (continued) Page 2 of 3 PLAN REVIEW WATER 1. There is an existing 8-inch water main in Main Avenue and an 8-inch water main in S. 2nd Street. The derated fire flow in the vicinity is modeled from 2500 GMP to 5500 GMP with a static pressure of approximately 65-psi, depending on the line accessed. 2. The estimated fire flow requirement for the parking garage is 3,250 GMP and 2,750 GMP for office building. Four additional fire hydrants will be required to be installed. Staff's recommendation will be to install 2 new hydrants in Main Avenue S. and 2 new hydrants in S.2nd Street. 3. The proposed project is located in the 196-water pressure zone. The project is located in Aquifer Protection Zone 1, therefore special construction restrictions may apply. 4. The Water System Development Charge (SDC)will be$4,581.50. This site may be subject to a redevelopment credit. 5. A separate utility permit and separate plans will be required for the installation of the double detector check valve assembly for the fire sprinkler system. Applicant shall submit a copy of the mechanical plan showing location and installation, if backflow device is to be installed inside the building. 6. Buildings that exceed 30 feet in height will require a backflow device to be installed on domestic water meters. SANITARY SEWER 1. There is an existing 8-inch diameter sanitary sewer in Main Avenue. 2. The Sewer System Development Charge (SDC)will be$3,153.50. This site may be subject to a redevelopment credit. 3. Parking garages shall require floor drains and shall be connected to the sanitary sewer. Flows shall be directed through floor drains that are installed in accordance with the UPC to an exterior oil/water separator or as otherwise approved by the City of Renton. The separator shall be sized to meet a minimum 15-minute retention time for peak flows anticipated in the garage area, but in no case will be less than 200 gallons of storage capacity. The type of interceptor shall be as manufactured by Pipe Inc., Utility Vault Inc., or approved equal. SURFACE WATER 1. A limited level one drainage study has been submitted and reviewed. Applicant mu§t provide water quality treatment for the impervious surface area, subject to vehicular travel (6 h level of parking lot) and show connection to the City's storm drainage system. No detention calculations are required for this project. 2. An existing 4-inch storm line is connected to the storm facilities on site at the parking lot site. Applicant must show how the 4-inch storm line will be connected to the new facility. 3. There is no Surface Water System Development Charge owed on this site. advisorynotes City Center Building LUA-00-155,SA-H,ECF • Advisory Notes (continued) Page 3 of 3 TRANSPORTATION 1. Traffic mitigation fees of $103,350.00 will be assessed and are payable at the time of issue of permit. 2. Full street improvements including, but not limited to paving, sidewalks, curb & gutter, street signs and streetlights are required if not already in place. 3. Applicant has submitted a traffic generation analysis report. Due to the substantial increase in traffic and impacts on the level of service, applicant shall provide a traffic study report. The report shall be prepared by a state licensed engineer containing elements and information as identified in the City of Renton "Policy Guidelines for Traffic Impact Analysis of New Development". The traffic study shall include the intersections of Main Ave S. and S. 2nd Street and Main Ave S. and S. 3rd Street. 4. Applicant must also address the impacts to traffic flow at garage entrances. 5. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. GENERAL COMMENTS 1. All plans shall conform to the Renton Drafting Standards, which are attached for reference. Also attached for general information are a fee reference sheet and the King County Storm Water Standards (1990)as adopted by the City of Renton. 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. Separate permits for side sewers, driveway cuts, water meters and backflow device will be required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. It is recommended to call 425-430-7266 for a fee estimate generated by the permit system. 4. Cut and capping of existing utilities to existing structures on site will be required as part of the demolition permit. advisorynotes • iO1KE ENVIRONMENTAL DETERMINATION & PUBLIC HEARING POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: CITY CENTER BUILDING PROJECT NUMBER: LUA-00-155,SA-H,ECF The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a six-story parking garage, containing approximately 391 parking stalls, to be located across the street (on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. All existing structures will be removed from the site. Location: The proposed location for the office building is 207-219 Main Avenue South. The proposed location for the parking garage is 212-222 Main Avenue South. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 PM February 5, 2001. Appeals must be filed in writing together with the required$75.00 application fee with:Hearing Examiner,City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on February 13,.2001 at 9:00 AM to consider the proposed Site Plan. The applicant or representative(s) of the applicant is required to be present at the public hearing. If the Environmental Determination is appealed,the appeal will be heard as part of this public hearing. ..o Al PORT '� - , /�1 m {{''' 9•a :15ER Jf �ha mum! ogais fi/' -"P �•e - '1 "' ;+I j I- Lo maf:ll,ws 't�u.t�>•tr 'INdMN. , �i. �!/' ` t�rs alma ,w t uluL, un„IiG P'• •��!71 ��e U;rr�L' •K Sua.. -�"trr� c.n,� Fa`t�� aroa+.a t�... �J ��� �1'1�, � L-n o n ice'loo -, gg ,,((��' ah^I .. r,F �r• t,olu�„%Lut nt Q v lwoo itl f o\4 0 i 3 `icy ,r '13 1 tiu , 1 n rr i. • AIRPORT w.n .1'!tl . )dx�� vm r ,n Olt a°I.� .r,i :a` '"� nY• p Irri t a�f 1agn •1'I l"Cl�L9�i ,l' ' ?y ' u nc t• OMI, .0 a n1 ut / /// �t�77 .- 5- 11 T LA B SA GV Jv tl I4.■-41F tr• u•c £ **-`n�:ril E#ik. — ri g �� [a it uii. 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Gott ' COMMERCIAL [•�.'.. ki i v Y.; ,•ltuar[.,t�lll r i.-� ,-i ist,� a . .f•._L_ ru !_mu•s_I • alt i-�i - �- �. �t� rat [-n'i,crE '=�: 1 .uFi_ al a - ya [;]l I1[ ,11 1 !m ,� 1 iVE }'iT '• a t �.,iSE)LJIu aTr:lu4 aD71 ! wTlt ir,, ti • av,`t?r<ct,`vt ItiCi'itdlE*15 • c CDMMERCIILL C�iln,' , �r� .u....h • // �Irt rr t _r.• tsar t 1 I it -t G: .--tj. .. C�i ■ ins1 �°. •F / o'{ I „A�LoI ,�viL; il RESIDENTULL •rttt.o►.umr l • ,CJ• ;l ililt CL 1.1�WS1�111pt7ii Jf179 '�p _,.,,,,� ]vlT�:' �,F '7•t L1p- fYp311 flgOL w--- �.S..s qyg t-���.w.. '. . ..r:.. , t�cle a,..., ]-..,. . `ixao Wu,-..,r �� .�.a_'.!".�k.-......�s* ..t�>n•2•'x...,. • 'e.,�.;r_ix,soM L ;.-truer FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION :P.iiiase InctildejliOikolciaNUIVISER,if.hen;:cAlrn :::for::. ::lro :.s..##I+1r..1 . nik it. NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the following project under the authority of the Renton Municipal Code. CITY CENTER BUILDING LUA-00-155,SA-H,ECF Proposed six-story 137,370 sq.ft. office building with a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. The project will also include a six-story parking garage, with approx. 391 parking stalls, to be located across the street (on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. All existing structures will be removed from the site. The proposed location for the office building is 207-219 Main Avenue South. The proposed location for the parking garage is 212-222 Main Avenue South. Appeals of the environmental determination must be filed in writing on or before 5:00 PM February 5, 2001. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. A Public Hearing will be held on February 13, 2001, 9:00 AM, in City of Renton Council Chambers to consider the proposed Site Plan. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. Publication Date: January 22,2001 Account No. 51067 dnsmpub.dot STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE January 16, 2001 Project Name City Center Applicant Stonefield Development Company, LLC 3011 —80th Avenue SE Mercer Island, WA 98040 File Number LUA-00-155, SA-H, ECF Project Manager Steve Taylor Project Description The proposal includes a six-story 137,370 sq.ft. office building containing a 12,494 sq.ft. grade level garage and 124,876 sq.ft. of leasable space. To serve the needs of the office building the project will also include a six-story parking garage, containing approximately 391 parking stalls, to be located across the street(on the east side of Main Street), on land leased from the City of Renton. Vehicles would enter the City Center office building from Main Avenue South and exit via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. All existing structures will be removed from the site. Project Location The proposed location for the office building is 207-219 Main Avenue South. The proposed location for the parking garage is 212-222 Main Avenue South. Exist. Bldg.Area gsf 1875-sf. (to be removed) Proposed New Bldg. Office building 137,370-sf Area gsf Parking garage 111,834-sf Site Area Office site 30,000-sf. Total Building 249,204-sf Parking site 20,000-sf. Area gsf RECOMMENDATION Staff recommends that the Environmental Review Committee issue a Determination of Non-Significance-Mitigated. w CI Y OF RE�IJTO1 AI Pr OR1 \ '+ �, ..�� y. .,,, )���, r� ■ y - -__ %' , I 1 V \9' ' ! # S yy iJ 1,' i] iz- _c4°.cY ��Ot)Ct: V �J - ,.\ 19. E 23 I v w. �`°mv, .111-1 ,r4 Gri, I V F n � ii:IfiLaC47.„,40.11P—A1151:41f41:if lir 1 rah_ � . ,�' 5, 1k.T t -' *..�,*NW G�'71J i'j M. .I"o 14 11.iui mi�.4N'n,. 'r ��/4/ . i7 "4 `'- E 1 1 `.. fi \I iI! commERcwL I. /, . T. li,,At.64‘i dr-, :et fiU ttibo,:!.4/7, -- r .'.. fo viz'A. n ... Jo rI ryiu MI SITS..k.,.>r-f IF Ill! . / �e�'° .. liM _! 31�ry-�tr 1e1�tlt� . Ira fl� Rit 9V COMMERCw. �;t' / � , '--R '1 ne COMMERCIAL u i /E ;,,�,,f,,-.�,,/COMMERCIAL \a �I + �C3 WRAF 0E, 'M00 E/ / �� I , 4411 ,. a �a^€R tam .4 Ow a y�loi�Y c Y �I J�� '`-� rr� �) 0 ■■ \�6� �g� �fh��[�P �o� di�u�a L�� IL'IIO��b COMMERCULL�� . e.O] I p4 1- x, , viil ii t5� 1 t E 1 S S g f T RESIDENTIAL 5,r1,,.. " III 17 1 V" rAlc YI t\ �_t L LM nu:Alik \ i , i`1o.3k� ]{ NoOMMERCIAL II 4 � , a a,.' 'LZ' a A tI I'r �LLIW 1 :SI I RESIDENTIAL 1.�s )Fire ' Rae r k • -- Pt ...�.. 1 $ v� , r RESIDE ry., $Cn RESIDENTIAL O{ G._,� ��I� ai f F' L',]�'�ncn r � ��w��ejiZN ���� i • ku `` I�\�. �� �im��a`��'o: � ' ��, 'pit .�Ji Mk � ��.��6 i ERCRPT.doc � \ r. 'Is -, I 4,I freci ;E 0-6 �tl_R f NEIGHBORHOOD -P 411 City of Renton P/B/PW Department Environmental i )w Committee Staff Report CITY CENTER LUA-00-155, SA-H,ECF REPORT OF JANUARY 16,2001 Page 2 of 6 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF X DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. X Issue DNS-M with a 14-day Appeal Period. Issue DNS with 15 day Comment Period Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. followed by a 14 day Appeal Period. C. MITIGATION MEASURES 1. The applicant shall follow the recommendations of the Geotechnical Report prepared by Earth Consultants, Inc. dated November 22, 2000, with regard to any site disturbance, preparation, or development activities. 2. The applicant shall pay the appropriate Fire Mitigation Fee equal to $.52 per square foot of building square footage. The Fire Mitigation Fee is payable prior to issuance of the building permit. 3. The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. This fee is payable prior to issuance of the building permit 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. FIRE 1. The preliminary fire flow is 3250 GPM for the parking structure and 2,750 GPM for the office building. One hydrant is required with in 150 feet of each structure and one additional hydrant is required for each 1000 GPM above the first 1000 GPM with 300 feet of the structures. 2. A fire mitigation fee of$58,153.68 for the parking structure and $71,432.40 for the office building is required based on $.52 per square foot of the building square footage. Credit may be given for the square footage of any buildings that are demolished on these sites. 3. Separate plans and permits are required for the installation of fire alarm sprinkler and standpipe systems. The parking structure will be required to have dry standpipes in each stairwell with an outlet in the alleyway as well as a sprinkler system. 4. 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 fully paved with a turning radius of 45 foot outside and 25 foot inside. 5. Fire Department dead-end access roadways over 150 feet in length are required to have an approved turnaround. PLAN REVIEW WATER 1. There is an existing 8-inch water main in Main Avenue and an 8-inch water main in S. 2nd Street. The derated fire flow in the vicinity is modeled from 2500 GMP to 5500 GMP with a static pressure of approximately 65-psi, depending on the line accessed. 2. The estimated fire flow requirement for the parking garage is 3,250 GMP and 2,750 GMP for office building. Four additional fire hydrants will be required to be installed. Staff's recommendation will be to install 2 new hydrants in Main Avenue S. and 2 new hydrants in S. 2nd Street. ERCRPT.doc City of Renton P/B/PW Department Environmental )w Committee Staff Report CITY CENTER LUA-00-155,SA-H,ECF REPORT OF JANUARY 16,2001 Page 3 of 6 3. The proposed project is located in the 196-water pressure zone. The project is located in Aquifer Protection Zone 1,therefore special construction restrictions may apply. 4. The Water System Development Charge(SDC)will be$4,581.50. This site may be subject to a redevelopment credit. 5. A separate utility permit and separate plans will be required for the installation of the double detector check valve assembly for the fire sprinkler system. Applicant shall submit a copy of the mechanical plan showing location and installation, if backflow device is to be installed inside the building. 6. Buildings that exceed 30 feet in height will require a backflow device to be installed on domestic water meters. SANITARY SEWER 1. There is an existing 8-inch diameter sanitary sewer in Main Avenue. 2. The Sewer System Development Charge (SDC)will be$3,153.50. This site may be subject to a redevelopment credit. 3. Parking garages shall require floor drains and shall be connected to the sanitary sewer. Flows shall be directed through floor drains that are installed in accordance with the UPC to an exterior oil/water separator or as otherwise approved by the City of Renton. The separator shall be sized to meet a minimum 15-minute retention time for peak flows anticipated in the garage area, but in no case will be less than 200 gallons of storage capacity.The type of interceptor shall be as manufactured by Pipe Inc., Utility Vault Inc., or approved equal. SURFACE WATER 1. A limited level one drainage study has been submitted and reviewed. Applicant must provide water quality treatment for the impervious surface area, subject to vehicular travel (6th level of parking lot)and show connection to the City's storm drainage system. No detention calculations are required for this project. 2. An existing 4-inch storm line is connected to the storm facilities on site at the parking lot site. Applicant must show how the 4-inch storm line will be connected to the new facility. 3. There is no Surface Water System Development Charge owed on this site. TRANSPORTATION 1. Traffic mitigation fees of $103,350.00 will be assessed and are payable at the time of issue of permit. 2. Full street improvements including, but not limited to paving, sidewalks, curb &gutter, street signs and streetlights are required if not already in place. 3. Applicant has submitted a traffic generation analysis report. Due to the substantial increase in traffic and impacts on the level of service, applicant shall provide a traffic study report. The report shall be prepared by a state licensed engineer containing elements and information as identified in the City of Renton"Policy Guidelines for Traffic Impact Analysis of New Development". The traffic study shall include the intersections of Main Ave S. and S. 2"d Street and Main Ave S. and S. 3rd Street. 4. Applicant must also address the impacts to traffic flow at garage entrances. 5. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. GENERAL COMMENTS 1. All plans shall conform to the Renton Drafting Standards,which are attached for reference. Also attached for general information are a fee reference sheet and the King County Storm Water Standards (1990)as adopted by the City of Renton. 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. ERCRPT.doc City of Renton P/B/PW Department Environmental )w Committee Staff Report CITY CENTER LUA-00-155, SA-H,ECF REPORT OF JANUARY 16,2001 Page 4 of 6 3. Separate permits for side sewers, driveway cuts,water meters and backflow device will be required. When plans are complete three copies of the drawings,two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. It is recommended to call 425-430-7266 for a fee estimate generated by the permit system. 4. Cut and capping of existing utilities to existing structures on site will be required as part of the demolition permit. D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: The office building is proposed on a .68 acre site located west and adjacent to Main Avenue S. and South 2nd Street. The site was formerly a service station and is currently used by Jet City Espresso and a bakery. The parking garage is .46 acre site located across the street at 212-222 Main Avenue S. and is currently utilized as a City parking lot. Both sites are relatively flat. All existing structures will be removed during development. Earth Consultants, Inc conducted a geotechnical evaluation of the site and a report dated November 22, 2000 was submitted for review. Subsurface conditions were evaluated by drilling five borings at various locations. Under the asphalt and concrete surface, the site is underlain with 7-14 feet of loose to very dense poorly graded sand, silty sand and poorly graded sand with silt (Unified Classification SP, SM, Sp-SM). These soils were underlain by very dense poorly graded sand with gravel and cobbles to poorly graded gravel with sand and cobbles (SP to GP). Ground water was encountered at approximately 20 feet below grade. The report indicates that the proposed development can be constructed generally as planned. Building support may be provided using conventional spread and continuous foundation systems bearing on competent native soils or on grade beams and pile caps supported on auger cast piles embedded into the very dense sand and gravel. Excavation of approximately ten feet would be necessary to expose competent native soils. Earth Consultants, Inc. (ECI) also conducted a Phase I and Limited Phase II Environmental Site Assessment for the proposed project and submitted a report dated December 11, 2000. The report indicated that a service station previously operated on the north end of the west site parcel. In 1990, soil contamination was encountered during removal of the underground storage tanks (UST) and hoists. A review of the hoist and UST report indicated the contaminated soil was successfully removed from the site. A 1990 letter from the Department of Ecology states that the UST closure complied with their clean-up standards. ECI explored subsurface site conditions as part of this environmental site assessment. Eight soil probes were drilled around the former service station island locations to evaluate the potential for subsurface contamination in these areas. 51 soil samples were field screened for the potential presence of volatile organic compounds, such as gasoline, using a photoionization detector (PID). Field screening results revealed ranges that are typical of background readings. Additionally, samples with the highest PID readings were subjected to laboratory analysis for gasoline and BTEX. No evidence of contamination was detected in any of the soil probes and borings. Mitigation Measures: The applicant shall follow the recommendations of the Geotechnical Report prepared by Earth Consultants, Inc. dated November 22, 2000,with regard to any site disturbance, preparation, or development activities. Nexus: Environmental Ordinance(SEPA) ERCRPT.doc City of Renton P/B/PW Department Environmental )w Committee Staff Report CITY CENTER - LUA-00-155, SA-H,ECF REPORT OF JANUARY 16,2001 Page 5 of 6 2. Surface Water Impacts: The applicant submitted a Level One Downstream Analysis prepared by Barghausen Consulting Engineers, Inc. dated November 30, 2000. Stormwater from the developed site would be directed to the storm drainage system in Main Avenue South, South 2nd Street and subsequently to the Cedar River. The report indicates no evidence of flooding or erosion problems throughout the course of the downstream conveyance system or documented downstream problems. No significant adverse impacts to the downstream system are anticipated. Mitigation Measures: No further mitigation measures are recommended. Nexus: N/A 3. Fire Services Impacts: The proposal site is located within the Renton Fire Department service area. Preliminary review indicates fire standards would require a fire flow of 3,250 GPM for the parking structure and 2,750 GPM for the office building. The proposal would add new construction to the City and would potentially impact the Fire Department's ability to provide service. To offset this additional obligation, a Fire Mitigation Fee should apply to all new construction at a rate of$.52 per square foot of building square footage. Estimated fees would be $71,432.40 for the office building and $58, 153.68 for the parking garage. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee equal to $.52 per square foot of building square footage. The Fire Mitigation Fee is payable prior to issuance of the building permit. Nexus: Fire Mitigation Fee Resolution and adopting ordinance, Environmental Review(SEPA) 4. Transportation Impacts: Both the proposed office building and the parking garage would be accessed from Main Avenue South, which is one-way south bound. Vehicles would exit the proposed office building via the alley to the west. Vehicles will enter and exit the parking garage via Main Avenue S. Although the project is located in the central business district and therefore parking exempt, the applicant is proposing to provide 421 parking stalls (391 in the garage and 30 in the office building). The development would result in an increase in traffic trips on the local street system and therefore would be subject to the City's Transportation Mitigation Fee. A Trip Generation Analysis, dated November 28, 2000, by Transportation Planning, Inc. was submitted for review. The analysis estimated that 1,378 additional average daily trips would be generated by this project. To offset the impacts to the City's transportation facilities, a Transportation Mitigation Fee is calculated at $75 per average daily trip attributable to the project. The traffic mitigation fee for this project is estimated to be $103,350. Truck hauling hours are limited to between 8:30 a.m. to 3:30 p.m. under the Development Guidelines Ordinance in order to avoid conflicts with peak hour traffic. The Traffic Planning Section will review construction-related impacts prior to issuing final construction permits. Mitigation Measures: The applicant shall be required to pay a Traffic Mitigation Fee of $75 for each average daily trip associated with the project. This fee is payable prior to issuance of the building permit. Nexus: Transportation Mitigation Fee Resolution ERCRPT.doc City of Renton P/B/PW Department Environmental ow Committee Staff Report CITY CENTER LUA-00-155, SA-H,ECF REPORT OF JANUARY 16,2001 Page 6 of 6 E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM February 5,2001. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. ERCRPT.doc ... - . . .. . "•'.7---77,-;:i'''':'''''''77;,2r;.:(4,,7,•:..';.,',.„."1,••ilitAi; ;.;ii,' •:!;,,:;•-•-,:;.,.•';',---7;•,-,4'...tv'ff:'....-.:..-.;,..-,''.--',...... .• •• '-,, • • .- •-• ,' i-0:;:" ,-..01.:i,11,-.,.'f;,4,4,:-, .. :'. • ' 2; ':,;',:?::?'••'.;;;; .,`:.,.::-.;'...*,:.•. , . 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'I i' .."--r '.....___., ....-_ ._-.., ... .., ... .. ..,- ... . . . . „ . . -S- '' CITY . ,. .., - ,-7,1*•:.-[,:„,; . --] NT R BUiLDING • . . ..., . . . .. .. . . . . . . . .N. \\.' , : . -." . . , . . ' . STONEFIELD-RDENETV0ENL,OwPMAsEHNINTGOOT:oNMP‘Ar N., Y „.. ,..,......,,.., - - - LPN ARCHITECTURE & PLANNING • • ...,:,:_.,,,,,,,,..:,,,:,, j . . . .. ,. . • . . . • . • , , • i \ 1 • illy , ��J• 1 STORY COMMERCIAL 0Q n ii 4 • S.2ND STREET. 0 I • 1zo.07■� / tts' • I 3 T. 11 4 JO 30 n T7 n ' r 1• l i- • I I.-I LJ I _ -�-'-�_ ' PARKING I MI / F- LI t71-1- •STING NIII ! z __.__. _— U• { OF EFICERSIIEt29,520 SF(6779 ACRE) W--- % 11 4 I GARAGE SITE 320,151 SF(.a626 ACRE) 2zCL prim 0 1 STORY 1 I • FIRE STATION- OFFICE BUILDING AREA PARKING STRUCTURE ARFA 0 COMMERCIAL \._\ 1 `4 I ti i OFFICES 1ST FLOOR 11.916 SF 1ST FLOOR 64 STALLS J F t- I 1 STORY 2ND ROOK 20,960 SF 2ND FLOOR 65 STALLS W f , ,1 J \'' 1 / ��?- I COMMERCIAL I 3RD ROOfl 23.000 SF 3R0 BOOR 65 STALLS Z ' !i / I ! STTH TH ROTOR zi'o°0°SF Do SF 6TTM11 R� 6s STALLS W _ -- ---- • - l. Y \ L- '1 I 6TH FLOOR •23,000 SF 6TH FLOOR 67 STALLS CO I-+- / TOTAL IST RR GARAGE A124,876 12.494 5F 6 ROOKS X 18,639 SF/FIR. Q 8 STORY L.L. S lr.'Ii _ J OFFICE �\ t, t I ,__q P j/jj� ��A j TOTAL SF 1137,370 St YOTAL Si 2111.63I SF w_ \ /H-{.i-�- - PARKING JO STALLS PARKING SJ91 STALLS 2124,876 SF {` /^� 109' ". LO C 1 3132,370 SF TOTAL I \\ 6/ I`"'t-�I I I / I OFFICE IMPERVIOUS SURFACE 329,528 SF W LI O 1 \ ^N-'1 I 1 \ _e I PREVIOUS IMPERVIOUS SURFACE 1001 Z f-1 F- 5' .�\ //II ,I . L__a__.��'__}-3 ,; i j PARKING IMPERVIOUS SURFACE l20,151 SF 0 © W \ �s�Lr")- I I l _ _._ / PPENOUS IMPERVIOUS SURFACE 366RCC r, \ I ._—_—_ —.___ ALLOWABLE BUILDING HEIGHT 95'-0' _ / PROPOSED BUILDING HEIGHT • OFFICE:\ 486'-8' I UNE OF OFFICE PARKING GARAGE S66'-0' BOORS ABOVE I/ _'�_ -_- REWIRED PARKING 420 STALLS ----- - - -f''; r '\�\\ i ----- —ors I oFRCE LAW.J sTAu9/1oW 5F 375 STALLS • I,\ �_ \, TR - m STALLS DESIGNATED TO REPLACE as STALLS • I .` N '1— EXISTING PTV-STALLS I • �__ ^i _ + 7ASTALLS OFFICE ROYCE A.BERG.PRINCIPAL • I J ' % / I I I G i - I-- STRUCTURE 137 SiaLLs/1000 SF OFFICE , \ 1 OS I_J 3ODT BOTH AVE SOUTHEAST ,_y =I -- ,1, 3111,834 SF OFFICE PARKINGp'L(�INS((IDE BLDG.) 30 STALLS MERCER ISLAND.WA 9B010 i rt--+ COMPACTSTANDSTALL(75aj1 12 STALLS I.DA17SD6al8 FAX 20OSN7 O; .,o -- EXISTING ACCESSIBLE STALL(8.5'r0') 2 STALLS �,� ,---- 1 BIKE RACK 5 BIKES T • ram,..____—_t____—___�_ COI ` PARKING STANDARD STALL(8.¢•.I(i') :188 STALLS y 10l' ,,.. COMPACT STALL(7.5613) 195 STALLS _ I Q a r ACCESSIBLE STALL(8.5'd0') B STALLS ////�j 1 BIKE RAO( 10 BIKES L I • Q jjj�i�//A CONSTRUCTOR OMCETYPE I-FR I �' I GARAGE TYPE U-FR • .. NO DESCRIPTOR DATE -- I 1 _ SWPLAN APPROVAL 11-20-00 I • i • • II / C I TY ! 1-3 STORY 1-2 STORY MUSEUM COMMERCIAL ! COMMERCIAL ' I 1• II • I I OVERALL SITE •I. STONEFELD DEVELOPMENT PLAN • CITY CENTER BUILDING s RENTON,WASHINGTON # o - 0 15' 30' BC 90' /, File:99066/SITE-3R.OWG ,- o _ S,3RD STREET +-?� • HOBn9 JOBDAT NO.,4 NONSHEEAT No of DRAWN: RAJ A-1 •F. OVERALL SITE PLAN 30' 1 CHECK: • • / 03 , / • Q I • • 0 • S.2ND STREET Il y511s'-0 105'-0' • I __� -. i OD \ ,` N 89 8'36'E 120.07' ..' 11111111111111„ M1 It USING CURB • I rifg—1 • IiiIIL EXISTING g1E1^^• �1(i ',■��� 60•LO• OFFIC AREA 329,520 SF((.6779 ACRE) LZ11 �/�/7 -- l'IVII �■—, � • GARAGE 9TE 320.151 SF(.4626 ACRE) d F--1 Z ,' `(�_. k 01110E BURDMG AREA PARKING STRUCTURE AREA 0 0 • \ go, I o,—E%ISiINC STREET 1ST FLOOR 11,916 SF 1ST FLOOR 64 STALLS J Lr TREE D FLOOR 2ND FLOOR 20,9960 SF 0 SF 2ND FLOOR 65 STALLS TALLS LU Z 419 BOOR' '23,000 SF 4TH FLOW 65 STALLS LU '' M. `^ I 57N BOOR 23,000 SF 51H FLOOR 65 STALLS I STORY ■ .-N, iitp,U •. tt I 67N FLOOR 23,000 SF 61N FLOOR 67 STALLS p CO COMMERCIAL _�• yl"—■■I ` I TOTAL •*124.876 SF 6 FLOORS 11039 SF/fIR. p Q —y,,,1' k ` d1 G1 1STTO AL G/RAQ 12,/94 SF o � STREET b 1 S ORY FIRE STATION- J �- ER OFflCEs TOTAL SF 3137.370 SF TOTAL 5F 3111,634 5F 111 • $ ] COMM CIAL PARKING 30 STALLS PARKING 3391 STALLS W Z S11„' $ - OFFICE IMPERVIOUS SURFACE 329,528 SF 0 C. I ® I PREVIOUS IMPERVIOUS SURFACE 100%0.151 0 Z _ ; PARKING IMPERVIOUS SURFACE 320,151 SF F, W c $ AN •ryF II „'� g PREVIOUS IMPERVIOUS SURFACE 388zCO cc • �r ALLOWABLE BUILDING HEIGHT 95'-0• I S 89V9'14'E 115.11' PROPOSED BUILDING HEIGHT z I��� " I Mil ' I MNwG GARAGE 366'-0' I �os =O I 4o I A, 75' .■�I ; • \ �OMCE PARKING 375 STALLS __1 OFFICE YPI.J STALLS/�000 SF 375 STALLS co LLI _ \ i 1��► -- - 1 ja STALLS DESIGNATED TO RFPLACE Is STALLS ' IX15 G ay STALLS / '^ I I,■�' a g1 I pRppw pqr ARCHITECTURE 20' P 1AR1(SITR/A�6/70TALOFFIOUPARKINC 3121 STALLS and PLANNING Z 337 STALLS/1000 SF OFFICE ROYCE A.BERG.PRINCIPAL `��■■I 3003801H AVE SOUTHEAST I �" Q OFFICE PARKING(INSDE BLDG.) 30 STALLS MERCER GLAND.WA 98040 a I 4 _el__ STANDARD STALL 1841 16 STALLS 120612304648 FA%2304441 $ COMPACT STALL(7.51 12 STALLS E. d:1 -D/ ACCESSIBLE STALL(8. ') 2 RACK STALLS $ S,y' I a •� 3�19•r0' PARKING GARAGE ( 3391 STALLS j ,,114 • tt - STANDARD STALL 7.5 1 ) 188 STALLS g • COMPACT STALL( 5a13S) 195 STALLS i I F]11SRN TREE o °t ACCESSBLE STALL(8.5's 0') 6 STALLS F I z ,y AND TR E-WELL , I BIKE RACK 10 BIKES ORY I I TO BE RELOCATED g of ca sTRucn09 CE ( E� "` NEW STREET •-'� OFFICE. TYPE I-FR xlz•L,OVS SF3132,770 SF TOTAL I / TTOOCEATION -HELL -I s 6 STORY GARAGE TYPE II-FR , :37�r PARKING NO DESCRIPTION DATE k g •%J STRUCTURE 91E PLAN APPROVAL 11-20-00 •0 TREE INVENTORY _ E. $ao a 3111.834 SF TREES VE TORY BUILDING v. $ SEE TO BE REMOVED 1(IC DEOOIOUs) _-_ 'A \ — i , TREES ON PARKING GARAGE N 8998'32•W' 115.8' I )X "I COSTING PARKING 9TE 2 BEOREMOVED 10(6,14'OAK) • • • 2 8'0AKT - J ,T5'-0•, 100-0• f NEW ST/IEET�A -um.— .. y` 1 10'OAARR) TREE&TREE-WELL •• 2 12'OAK LOCATIO, 3 14'OAK EXISTING G '� 105-0" ' COSTING]TREES ` DTO BE STREET RELOCATTREE 1(2 DEODIWS)ED . TO 8E REMOVED TM., \ e I STREET TREES TO BE ADDED 3(2'DEODIOUS) 1 STORY SEE TRE�INVENTORY = COMMEROAL - bt • EXISTING BEET ti=' • N 8999'11•W 115.10' —�4` SITE PLAN 109'-0•' - �6 --COSTING ALLEY sroNEFEL n DEVELOPMENT CITY .CENTER BUILDING c9MMERCAI I RENTON,WASFINSTON iI 0 -10. 40' OW " FlIe:99066/STE-3R.OWC . I. • .. t•-R6• JOB NO,: ROOM SHEET NO OF: I. • II NORTH DATE: 405.0 DRAWN: RAJ A-2 a • SITE PLAN 20' 1 CHECK: I I I I . • ----------------------------- -—- -------- 15 CD F L n . IJ . .: ii sus. o0� 1 1 III n s• 13 . Rail 7.‘,',.:‘,....:::, \ / 6' ABM STORY _ ---,a GARAGE 11_!IIII \ BINE RAO< Z \:// � (\ \ !■ 1Oler11■■■ w0111 IF o ` (7,ThT. \ � .... prq F2 �` a ����e, I■■�■� II Wu in C� •; N. / , 4/ EMIRS. '� .I= - —. — -- = co ' ,uITO 1. ■.� co.--- - 1, 1 , _, iili, W \ t �� +113 • Ii i- -----..-... cd co cc i —I— - - __rim!. I A �°b fljj _ ■ ARCHITECTURE 4 ROY ' J_ ='.' ■�■ I �■■ •' MERCER I BERG,PRINCIPALMO 3003 e0111 AVE SOUTHEAST MERCEN.BERG,WA MO G0E12304641 EAR 2304447 • -.- y` 27'-3• __-yc 15'-0• / 12•-6• I 25-0• .A5'-OA 25'-0• /-Ow 25'-0• - 25'-0• AY-Cc 25-0• „5•-oA 40•-SF '-0• - ! • 249•-9• i-Y .. MAIN AVE. SOUTH OEM PARKING STRIIC,LIPF NO DESCRIPTION DATE (ONE WAY) 1ST FLOOR 11.916 SF 1ST FLOOR 64 STALLS SHE PUN APPROVAL 11-20-00 2ND FLOOR - 20.960 SF 2ND FLOOR 65 STALLS •• 419 FFLLOOOR• 23A,�SF 4416 FLOOR 65 STALLS • 5TH FLOOR 23.000 SF 5TH FLOOR 65 STALLS ' 6TH FLOOR 23.000 SF 6TH FLOOR 67 STALLS • ' TOTAL •••±124,676 SF 6 FLOORS A 19.639 SF/FIR. - 1ST FIR.GARAGE-12.494 SF • TOTAL SF- 3137.370 Sr TOTAL SF 1111.834 SF PARKING- :.30 STALLS PARKING *391 STALLS PARING RATIO/TOTAL PARKING*421 STALLS • I STALL/301 GROSS S.F.OFFICE 3.32 STALLS/GROSS S.F.OFFICE . CONSTRUCTION:OFFICE TYPE I-FR GARAGE TYPE 11—FR 1ST FLOOR PLAN STONERELD DEVELOPMENT 1ST FLOOR CITY CENTER BUILDING gggi _ RENTON,WASFENGTON a - 0 5' to' 20' 30' _\ FlIe:99066/CCTR—A1AWG t 5 t•.t0' • —i JOB NO.: 99066 SHEET NO OF: I • NORM DATE: 4-09-00 IDRAWN: RAI A-3 t • 1ST FLOOR PLAN 10' 1 CHECK: s • • I 1 I 03 LINE OF ROOF BELOW• \ �1 \ O'� 1. . . 1 - 7 7 . < . _ i r i7 7 III ti OD . 1ice. - j , rag I ? �'-D; 6-3 i i I i L - r� I IAl I• tr, rl I' I■ "� p 0 _ 1 wI"" "III c9 _. .....:, i . 1 L I I i I I I I 1_ 4 I —wi — I (� z 1 , - - ,_ _____i__ , , _____ 0 ,A In -III-��-�---- -— -L I �`"�T--r-+ i ?-47±-1 1 [ r 7 - — J tr��(/��j- -I j I I 1 , I 611 '` Li Z I 1 i I i 1 -�' v 1 • .I w o I I i I 1 j "� < Z o I- M ' <I I■ I . I■ .I j ■1 ! I. I I i■I I - i w • I I I i I I I CO I . — —41— I I 1 I I i I• I 1 ril i i ! I^I 1 1 I I I 1 OPEN TO I IQ o 1 I I 1 1 ..__L- j ! )_ 1 _I I 1 1 • 1--; I I - — 1 1 1- I --1--r I 1 1--- -t �-T B Low — Fp • 1 1 I t .o< • I I i I i OFFICE I I I 1 1 I 1 I 1 ■ ARC ARCHITECTURE 1 I (—__ --� I I +� �_ r I • . 11rr �, < anti PLANNING I I I I 1 i 1 J i 1 I - -_� ROYCE A.BERG.PRINCWAI 300380M AVE SOUMEAST ' I ' : ' MERCER 6W FA 23 9040 l. . . . , + 1 . Z J -- —J •>w < 12oA12304A,0 EA%ra660 19'-9' i5'-O', 25'-0• /-0:4, 25'-0' ,5'-0A 25'-0• 4.T-0:. 25-0• 4.5'-0:,,, 25-0• /-0A 25'-0' /-0 j 30'-0' „,5'-0:„., ID'-SF 249'-9' DEICE • PARKING 4m!SJI!off NO DESCRIPTION DATE 1ST BOOR 11,916 SF 1ST FLOOR 64 STALLS SIZE PLAN APPROVAL 11-20-00 2ND FLOOR 20,960 SF 2ND FLOOR 65 STALLS 3RD FLOOR 23.000 SF ORD FLOOR 65 STALLS • 4TH FLOOR 21000 SF 4TH FLOOR 65 STALLS - 51H FLOOR 23,000 SF 51H FLOOR 65 STALLS 6TH FLOOR 23,000 SF 6TH FLOOR 67 STALLS • ' TOTAL 3124,876 SF 6 FLOORS x 18,639 SF/FLR. - 1ST RR:GARAGE 12.494 SF - . TOTAL SF 2137,370 SF TOTAL SF ±111,834 SF PARKING •30 STALLS PARKING *391 STALLS PARKING RATIO'/TOTAL PARKING±421 STALLS 1 STALL/301 GROSS S.F.OFFICE - 3.32 STALLS/GROSS S.F.OFFICE — . CONSTRUCTION. OFFICE . TYPE I-FR • GARAGE TYPE II-FR 2ND FLOOR PLAN • STONEFIELD DEVELOPMENT 2ND FLOOR CITY CENTER BUILDING i • RENTON,WASHINGTON Ag ti - 0 5' 10' .. 20' 30' -\ File:99066/CCTR-A1.OWG T T'to' ' IIIII' JOB NO.: 99068 SHEET NO OF: ll NORMDATE: 4-03-00 -i • 2ND FLOOR PLAN 1 CHECK: "" A-4 I I I I . I -.1 J Mr . . , ,r . . 7 � o0 7.„ . . , , .I III I I' .. 7 [ail I , ! i . �FFIC I • w ,,.. io..._ _ , . W1 .• ri .. III. M ..J I I I I C7 I N - W _ ' _1 bCI co I I b r LLJ • • Y T � • I I I i { 11Q ' I co cc I 1 J I I 'nfl CTURE I -�—i I I { i , I I I I PLANNING • I i I ! i II. I I ! ROICEA.BERG.PRINCIPAL II ! I 3003 ROM AVE SOUTHEAST 1.. III7 ..1 i ` 1 i 1 I { 1.111. i S I MIL . i ! 1 IL1MERCER ISLAM.1 MX2 0i • �5'-0• 25•-0• r5-0• 25'-0• 5'-0• 25-0• •-O• 25-0• .45•-0• 25-0' r5•-1 25-0• r5'-0 45-0• .0 r 230_0 r ymCE pARKMG STRUCTIIRF NO DESCRIPTION DATE 1ST FLOOR • 11,916 SF 1ST FLOOR 64 STALLS STE PLAN APPROVAL 11-20-00 • 2ND FLOOR 20,960 SF 2ND FLOOR 65 STALLS• _ 4R0 FLOOR 1N FLOOR. 23,000 SF 3RD3,000 SF FLOOR FLOOR 65 STALLS ' 5111 FLOOR '. 23,000 SF 5TH FLOOR 65 STALLS ' 6111 FLOOR 23,000 SF 6TH FLOOR 67 STALLS/ne • . TOTAL 3124,876 SF 6 FLOORS A 18.639 SF/FLR. 1ST FLA GARAGE 12,494 SF TOTAL SF 2137,320 SF' TOTAL SF 3111,834 SF PARKING 30 STALLS PARKING 3391 STALLS — - PARKING RA110/TOTAL PARKING 3421 STALLS 1 STALL/301 CROSS S.F.OFFICE 3.32 STALLS/GROSS SF.OFFICE -- — . • CONSTRUCSON• • GOEEIAR TYPE IFR 3RD THRU 8TH . STONEFIELD DEVELOPMENT FLOOR PLAN • 3RD, 4TH, 5TH & 6TH CITY 'CENTER BUILDING 1 "FLOORS RENTON,.WASNQNOTON N - I s' 10 20' 30' _\ FOe:99066/CCTR-A1.OWG , , t0' A —' JOB NO.: 90008 SHEET NO OF: NOR DATE: 4-6960 �g M DRAWN: RAJ A-5 i ' ' 3RD, 4TH, 5TH & 6TH FLOOR PLANS 1 CHECK: • • TOP OF t86'-8" MECHANICAL SCREENING 0 PARAPET \ J l t 1 l J J PRE-CAST CONC.PANELS 6TH.FLR.t71'-4• ni • 5TH FLR.t57'-6" . ,,. .... .1. CR2 On I, ".'isu a}.w.yo yvsp sy�:��{„1:} I}rl? c�tiils}bpi='�I93i�atl; y:u;al [ng 4TH FLR.t43'-8" � � " • • .. S,i .... `. GLA55 1YP. nN1E0 .tS;.,f..,1.�1-.. _.1":{;-} }:; }:a,y.,:;};..j; }-»y:;,}s:};;r 'a{S.•�}.;-`°['?= {;"je"j:;.`{,.�:, .. 3RD FLR.t29'-10" '" �� - _— 1 1 1 PRE-CAST CONC.PANELS ro-- 2ND FLR. t16'_0. ^I},,.j,:{ 1%IF 1; „f ;i;: 't: .a"; tta,," is' I"� }<:;y„y :} ;y1',t,.l.- } 1: j: 1.; ,ly"I,y 1°: "}..,;1'.;:1} (.8 T T Y T $ I • T ARCHITECTURAL UGHTINC '^1 RECESSED MAIN ENTRY W M c GARAGE ENTRY DOOR ENTRY •TYPICAL NOTES Oflil-11 O MAIN AVENUE SOUTH ELEVATION (EAST) 1/16' 1 c •© 2 • 0 L\ Q TOP OF t86'-8" " TOP OF t86'-8" W �— • PARAPET —�— PARAPET OA Z [ 0 • 6TH FLR,t71'-4" anallf0f 11WiM lM1ENE ia19l i1IC1{ 1111111111111111111111111111 11/1!■ 1sI1 6TH FLR.t71'-4' I �I M Mi1NEN I da�IAl ■1qI■■�■■1E1 ii■■191 1■■GB1I� o �� ! i ■i• F1f/fwlitf� ■■■■■■■■I llRl■1Ra1■■glls/■ O W co 2 ■■NV1I��I ___R� e 2_Rl_5111 ®IIMMENIIII tJM®E !NNIMIM ' STH FLR..t57-6" ■ ■MINEMIN■ ■ 5TH FLR.t57-6 rtl{r1i1■111111■■ 1111111■I•■ • ■�■ I=MMIM■=INIIMI■ p■11//■!■■■■■ ■t•■ I 4TH FLR.t43'-8" INEMINTIEMBENIEMEN1 1111®S®E®�� �I'I�EM® ®®®® 4TH FLR.t43'-8" IIa■■Ede■ ME 3RD FLR.t29'-10" MEE '11®®®® ®SI®® aIe1�Iit®1Rlla ®MINEIN nnui- ARCHITECTURE ®�� 3RD FLR.t29'-10" w���n and PLANNING �■1 �--- ■®®tE®®■®®®®E®.®®®'L Ell L:\I...��.i_.®®®®®.INEME. R3003 OYCEA,AVE EERG.PUTHE SOUTHEAST ::::i. ■■!�ii � �\\ \\\\\\\\\\\\\\\\ MAIN 5T. 1STFt0NST. • ELEVATION © PROPERTY LINE (SOUTH) 1/16' 4 SOUTH 2ND STREET ELEVATION (NORTH) 1/16' 2 • NO DESCRIPTION DATE TOP OF t86'-8" • STE PLAN APPROVAL I1-20-00 • PARAPET \ l 1 L. L l ::i: 'F STH FLR. _ • a....:. .. ::":4'.: ':_ :{• _ . • 4TH FLR.t43'-8" 1r;. 41.41'2.}12{:.w—..I;4;} Iv" :." " } }%w:l:,:{>-�; t.:,:j';}':t}": ',.,{'s1':t'"'I's :;i7',•I'•}:rj::'j;1:: ;�,t'.,,,::}::::I'=> �-1-� .-1,.:y;;::}�,1"� ,,:-t_.}:;�}'�}.:: t.:t'�1,.,{__::, "r.'4"fl� '�.}r1.:�t�l=� �;t,: ELEVATIONS • 3RD FLR.t29'-14' ..t�»,}:;1 x 1�,�}.:t i+:{r l 1 I 2ND FLR.t16'-0" P 1 1 I,,,t,:,(a -r- 15 y;.;l 4t..;i-lal,, ,:y-y O 1''• x1 •1 m, I . 1 f also:►`�L,. '''ir_i.-. ': `� „ 1- 1ST FLR.t0'_ FDe:99066/BLDG-ELEV.DWG�• JOB NO.: 9908E SHEET NO OF: GARAGE DOOR RECESS RECESS DATE: 7.24-00 ddd DRAWN: OD A-6 -i ALLEY ELEVATION (WEST) 1/16' 3 CHECX: CI r�/�j�jjjjjj�jj�/�jj�j//i, . . -.1 ",r ' ° ALLEY • / 26'-6. 1. 23'-6. 2,— 23.-C 2i3. 23.-C 2,r 23'-6. 2;-i 17.-0- A• 16'-0. /5'-6, . 2'-0. EXITn n n t� 1_-1 IS =.'Up - EOISRNC STAIR Z STAIR/2 EXIT W • "s. IhH a fn�nn O iva. I JO I� M ~ al 0 -UP r W Z W _ 0 y i DN—> Y-6' W Ti;,-,. I r I / W 1 O • ;�17 c Z -i . O I— I—c c c c c c„ 1c c c c c c c c c c c / / w co • EXISTING 1 STORY �d / BUILDING 2 STORY BUILDING i C C C C C C: C C C C C C C C C C BUILDING ,6_,,, DN UP 'IBCHITECTURE II TYPICAL STRIPES. and PLANNING \��L DN PAJNTED ROYCE A.BERG.PRINCIPAL 1 MERCER 89M AVE SOU.WA.MAO B06)2306LAHD.WA 98M0 BIKE RACK1 ^' • / 1206123D6616 FAX 22f/6N1 _R__ ELEN ( , 14 -_h I L� \r J ,� jl -/ -) ,�'I ELEV • • • / 1 / A , A If' , NO DESCRIPTION DATE (� T J --—- GTE PLAN APPROVAL11-20-DO Iv I ) a. L TREE.EXISTING TYPICAL L A•-3" 1 10'-0' 9'-9' 20'-0' 4/-23'6' /-23=6. T23_6' \ 23'-6. 11.-9' 10.-3' yy-�( D 3/4' 0 MAIN AVE. SOUTH M EXISTING STREET UGNTING•TYPICAL (ONE WAY) PARKING GARAGE STONEFIELD DEVELOPMENT 1ST FLOOR PLAN 1ST FLOOR CITY CENTER BUILDING ER RENTON,WASHINGTON ' - 0 5' 10. . - 2o' 30' j_ FIIe:99066/GARAGE-PLAN.DWG • . \_ JOB NO.: R0056 SHEET NO OF: NORTH DATE: 7-2M0 DRAWN: 09 A-7 fL 1ST FLOOR PLAN 10' 1 CHECK: • 03 o . E71 . .i i, 17l-0 pp 26'-6• 23'-6• if 23'-6' 2 f 23'-6• If 21-6• 2�Q• 17-0• 16'-0• -fi� 2'-0• . I I urn 11 1_ n("n I__f m • -1 STAIR/2 DUT W 17 e'-s O 0 q W = G co ON--> • W I W A� 16 O 0 Z C C C C C CI, 'qc c •c c c c c c c c 2 W cc i T In • .2 1 111 c C c c C c In C c C c c C c c C c /I I 16 i ARCHITECTURE �ON and PLANNING i ROYCE A BERG.PRINC6'AL ]00]COR1 AVE SOUTHEAST MERCER 61AND.WA.9B610 UP 120612316610 FAX 2306647 Ar 1 LEVI I .L16 i DN UP 2 1LL 71 �, NO DESCRIP710N DATE i �L �_ AWNING®2ND �� I I I SITE PLAN APPROVAL I1-20-00 . FLOOR 3 10'-0• 9-9• 20'-0• / I A 2306• �23=6• 23.-6. IIIJ 23.6• IIII' 11.-9. III, 10.-3• • PARKING GARAGE 2ND THRU 5TH F®D DEVELOPMENT FLOOR PLANS 2ND, 3RD, 4TH & 5TH CITY CENTER BUILDING STONE p1 FLOORS RENTON;WASHINGTON - S - 0 B' 10' 2C 3U' j- FIIa99066/GARAGE-PLAN.DWG a•.lo' JOB NO.: 09006 SHEET NO OF: 5 NORTH DATE: 7-2100 o ak DRAWN: O6 A-8 k 2ND, 3RD, 4TH & 5TH FLOOR PLANS 10' 1 CHECK: 9 • • • 0n . EJ nr D' 0 0 26'-6' A. 24•-6• A. 25'-6- 25'-6' . 25•-6' . 16'-O• r 16'-0' 6A,f 2'-0- • .3 N. ON f if ' ,6'-6•r EUT 17 STAIR 2 Z M TYP. `. O 0 11-11-11 i f—UP O \J(( )7 Z U) • DN . . OJ W.... .. (--- WC i Z 16 f 7'-6• \ Z T-6 O Z • c c c c c c12• c c c c c c c c c c y © LU .17 Qc c c c c c c c c c c c c c c c q c c FCHIIECIURE �DN • d PLANNING • ROYCE A.BERG.PRINCIPAL i• ••I 300380M AVE SOUMEAST MERCER ISLAND.WA 98010 iN UP� _ I20612304618 FAX 2]0661) ELEV . 17 EIEV : DN ^ 1 EXIT 1, ,. NO DESCRIPTION DATE DIE PLAN APPROVAL 11-20-00 •-3' 10'-0- A 9'-9' ! 21'-6' ,, 26•-0' . 25'-6' A 25'-6- 25'-6' 23'-0' 4. • PARKING GARAGE • STONEFIELD DEVELOPMENT 6TH FLOOR PLAN _ • 6TH FLOOR CITY CENTER BUILDING RENTON,WASHNGTON j - 0 5' 10. • 20 3D' j- FOe:99066/GARAGE-PLAN.DWG -v JOB NO.: 90006 SHEET NO OF: g NORTH DATE: PRPCO 9 DRAWN: O6 A- 6TH FLOOR PLAN 10' 1 CHECK: • 03 • ELEVATOR SHAFT ,—ELEVATOR/STAIR TOWER ((^l, 57H LANDING 352'-0' I I ' ma --Fa..i. II•_■■N r ) free--•- 4 T; ., ��.I;; .. � � �pF_ PRECAST GONG PANEL 41H LANDING 342'-0• 3RD LANDING 332'-0• .-'- -�• metploodi 2ND LANDING 22-' 3 � 1C - �1� sql ;. o 2 WA I ON2 T7 Ii �E�LJI'TLJ�7� GROUND LEVEL 30'(344.6 ELEV.) -�°_C . 1=■■,■.=M= .,E■„ EMM ' Z a ENTRY T GARAGE ENTRY DOOR w • • a Z •TYPICAL NOTES g FT O W • MAIN AVENUE SOUTH ELEVATION (WEST) • >1/16' 1 Z c = w o a W • TOP OF 366'-0• E l ELEVATOR SHAFT 111 O �_ 6TH LANDING 35T-0 I I I ( I I I 11 I(._ Z w.57H LANDING 352'-0• - l ► I I I I I I I I �` I I I I ( I CO CC 57H LANDING 34Y-o' 1 4TH LANDING 342'-0• i 4TH LANDING 37Y-0' i „ I ; cu 3RD LANDING 332'-0' MM1M• 11.111 DIN2NDLANDING3170' RE ARCHI G 1ST LANDING 36'-0• F ROYCE A.BERG,PRINCIPAL ]W]BOTH AVE SOUTHEAST ERCER 6UNDS WA 9EAST GROUND LEVEL 30'(344.8 ELEV.) ALLEY �< ..., GROUND LFVEI.30'(344.6 EIEV) MAIN ST. _ i �• ALLEY .I20A1236664 PAZ 23IM442 NORTH ELEVATION © PROPERTY LINE 1/16' 4 SOUTH ELEVATION @ PROPERTY LINE 1/16' 2 NO DESCRIPTION DATE • STE PLAN APPROVAL 11-20-00 67H LANDING AST-0• • 5TH LANDING 347'-0' • 4TH LANDING 337'-0- I. _� } �� 3RD LANDING 327'-0' .�-- +� GARAGE • `� '� T ELEVATIONS 2ND LANDING 31T-0' P.L 4Z- -- �, 1ST LANDING 36'-0• I —�r�� , § • GROUND LEVEL 30' 344.8 ELEV. — F i'����1..j' :1� i������.1111.�1 • X EXIT FIIe:99066/GARAGE-'ELEV.DPoC JOB NO.: 00 SHEET NO OF: 00 DATE: T-2F II DRAWN: W A=10 I 080 ALLEY ELEVATION (EAST) 1/16' 3 CHECK: . .. . ,. - . • . ... . . . . . ' . • . • . t ,- PRELIMINARY STORM DRAINAGE AND UTILITY PLAN . - • . _ - I-- e EX SSW, I 1 '' Va'VOMCENTER WWI.) ..../..1 EX SSW. I I • U1 . IMS)837.305-CIING.PEPE) TE(887,7).36 7(12 PJC CM CHANNEL) I VI EX 8-SS VALVE .=,=o re.•• ...1 cc. E0,=1=8 , r= ==co=s=..,=.9..19 99....9.. .c,••,=" ,=,=...=. . E.'. . . ,.=.=.=, • a. — ----------1-- .1 ' _ . ''' • _ _ ''''u:'EN;s' ;'''S°1"S.S,,, SOUTH 2ND STREET ;00 0- • P P ,,, . EE ! . • EX LIGHT E.-9ET" EX 00NE-- SXET J-BOX BOOTH • .";EL; - Ell LUV.,HATRE CY 7,207 VALVE , ‘ _. ,k,r2,2,,,,,,,!;,g_.4roy:.„, . 1... 0.4-EN 1,090.172 CASE a ci i! 8 . • - . egr e • .CI .. ,. - rm----------- ' dlliWgir 101141.1.,, par' 1 ,,,,.., - 4 --N z . g rri;. _...... .Li" :Mt,-.-.L) EX.„9.41:9, • cc ku . 2 g N III: 0 0 I f- I • I ) ii . •I; ,1 i 1 , . r li I 1 - . 0 ,E1 IN • . \ . II NI Ei• .. ,11. i E_. ' , : 1._ _LI , r - ,i.,0 7 ''.•-, 71- ':-` IL 4ir - i . .. o , to Exisn NG i N's.--•,,,, • ET•DT • i z\,. \:__.7" _-_:....-:_:; 41:1; .111:.'') :: I Tea I in •On 1, i ' '.1XL'r'''41: ;,f:,• -Z...4 COMMERCIAL I ; \ ' IT 1N •I •IMO. •gi r., . EXISTING ga.F, • 1 I ›.. I ,-77 GTES 1777) I STORY I , .,„4 i , ,I 0 0 1,2 I -- i 1 COAINIERCIAL ' . u,„1..•-• -. ''.;•:.'''''" ,t•_. .1 7. --__-_ 41 Z 2,i — ‘, 1 __ *_.u . •:1,1 T -- Z-=-_=-•--N . .,.,,., 1 • vory• 0 Z .ry , I \ . ;544...1?7," I ! 9 q \i I J X NG 265,77 0 .;-• g. 'I • . I.: g \ ///i hi 7 ,N,N•MST 07 7307E777 5 co z fr.: :, 1 , , , •• •••w. S BTOSIVrE 115 or• ..?,'..C.i'-`, i ....,...:1' ;: 7,1!;,1'....0,4 . ----. 'D• ... I • < To o , „ id \OperCDON / 11111111NEWERIM !„, ,' tv , . / i ) , .., ,-• gt„:- : 10 1,-,-,,-'727,7",.. ..- --' ' "'''''''-'-' '1 -";::LE CITY 11.1 Z 2; - ii- - wo WOOD MOW :.'-;130-Ir. .,,I,,..). PliG INIAL„ \ _.v,aa • • 11/ ! I I le-;-5,-I.G ....---/ -, — \----\-- -------0 FIRE STAl'ION— ' t', Ur . • two.'7-- "\, . / / N am -vi \caw e nw.so-Toio,,,,w,• il I I I I - OFFICES 0 Lkj 4 . WM DOODLE OCTECTOT CWECITS IIII I I I /NYL•11,1 1--6-75TG PP • , . VALSE-151-1131:11,M. . —jo ---)cr...'•\'''(as tr e-......i........... . rol _ . ..a.. / , -,, Nw_m1 : i .-, I: -7 .-9 LQA./ S L%—am°1■461.4.- 1 , - '' ' ,. '• A r.,,,=5"Vg m7.1%. 5 — S. -11 :' ''.' d7:,' 4151.j 'Ili. i ..-'4"- ---. ,7" ..."1'dg-',.' •e=lf-' K '-''.. -',A I o ....., ,.. f „.,...,71,„. ..... Ay '''",. ,. I °----' ,,,.:. . ,, ,... - ; 2 2 2 2 I RUNOTr.ummerr.rce Ilk ,,,.I I-'...- 19 1 0 ram oyur- •; , , (;)-1 - .m ,.... I PAAMNG Mt.- WAGE GROUND LEVEL r a %: . I • I i Obi 1,, I , ID I 1,,,,,• o , ,.---,;,.. „ ,5 Ig 1 , .4.1,,,,,,,,,,P,,,,1 , , -_4%, E;).„1.1 Kxxl.o.>•••vC••EoI y 1 I 1 11 .7, l' r a.y o au e x.00 ye•wr,E)I, .., 1 .,5 ,,: .!:,,;, 8 g 1 ,,,E. gg -,..- . ..., 2 ,, • ggrtiZT, .g F • . N EITCOD•32W1 115.08. - -orgaTi, '.:•-el - ",,/ ,H,„ L,,,,:o ‘,.. DI---44:.,.. IE.& 2 -'''''C• M-3 E. g A ," ---/ 33 L.P.251r y 1 '', °' - -'1' —215;16. -,.-w 1 ;' ' 161,,,,,,,,,,7( ,,, .r-eVI\ ; _IVI:. ':::_ivF'''') , 1-''--;1:1:: - !!' •-.. 20 •9/.177 V,TI 7 •-----...-. . ' NOT A P,RT ,,L...,.,...,0.,_,..,.....7 I 1 :::.1,,,,4C„.k.).... 1,,,asTa,,,,,,, i „_,..„,,„,7, I.,—.•4,,I,,I,,,i•\DN. •••••]... „, ,/ly,,,,E.,',,,weNDx, Unr."i Er CO V ' i 'ET' /i.2-'r'''.0-ArES i" ___I„ ' 12- 7E) 1' - ''0 1 t4...,,.. ., EX FENCE 0- ,c(c)•42 7)6-PIC PPM '''' . ,1tu,......1 r' /k",.....t„,;,,,....„_A..,_l_.,' ,, : ,•--`C. •':°0 _r__C.:1 .c 00•.s(s-COSCPETE 7 0) 41.5)a:''... i IS/ ER57;11;7311 EX SCV0 9 v0aa 8 V I I 0 •00:8-,W Gm R i,-,,,.. 114. c-II4' \Ex ca 111,-4''' ../11"17.0-195".7 M iE(E)041.502-PVC PPE) _i ), • ) , ,...... . . I . I EXPIRES 6/23/0 I Oe . EX 55.7 II .LI' 11 9. I I' l\M90190 COZER,,,NE?,80L9..1°.."," i l'IC • 1 3C1444;-; CITY OF RENTON g• wg',`TIrg°',""'"7 '' "s :EEN;2"17Z ZT=0`"'"") . .?.E?',' I """"P P P'E ko.'0,1,7'AN?0 ' C,M10,F11-6.9M7,1-1-077,17•1-1121....woietwe I, LOT 7 RECORD,.NO 3856702. • SOUTH 3RD AVENUE. ,, TOY PRELIMINARY GRADING AND Ci _ 08.27-W BASIS Or DEALINGS KING COUNTY RECORD OF Ira/EISO7021OOS 11— MLPORVErk G.ZeW;EAP,e- ' STORM DRAINAGE PLAN Z EY solo Oesois5 MN 0 - rwo wall vu ! 1°----- RED ELEVATTO,a5 2 - -maw IOW i - ' tE(0).41 9 Of 70G 7,70 /ME).42.1 (a PVC 1776) . . 2 v(s).4,9 Or Na PPE) Li..1 DEFT 1_et• 1 ,-)i HD • . - . . . . - . . ..... '• • .. . ' . • • S '.1, SIN f.. cV llii; f .`LM —D—D ,rc, I I •Lw�•�•� "Rzs .A 1 t' Ss.. _ • I� 4§+,e�&3 In <t0• o i s4-dl!ryy A Z,,, :,.. SOUTH 2ND STREET ��° an;»fr�F.F omo --D D—c—e—e �19N � O] �^3 A —°�c (s UBIIC OBI' f LY c—c—c—c—c _ °Tc—c—D— �P : g F FF1 C p1 •«— '—'—_--•—:—:—e-8—• q —�°—F-4�.='=x —e — n.nq>dr D-o<CDDo 04....0 • d1 ggL+�� is T� Ek.s3� ! �' tS• 1 aMN --1 ��y E s —— BUSS uw:n'.M T `�S•1'Io5' IEawNC, vE 3a: , K•E.D'room.CMR3.0 L•_�•a '——°———• . 1 I SU.O 0.IN 11'0•300'CASE I CA CO. 6h..STD NE IwF a8a� 6?r%t �GL v tt v uo wr . 1 CEYa f lt ?4 i T—r-r—ice ACCESS f,Y tbflTC F[I ' I'"' /•t �_\ w•De�°�cv=._. 'Y—'}o.or•`=i—�_0-4. —i—r—u.mwcvw R —R v _ � R v�'—P—v }{h fiCly�"i�6[•!rr gjjj Li�yR,* I• , I] • Ta Cin..1e avu Io¢snm 1 1 3 ifpj]yiFl`S*TQQ,,,� {{M1., y • lr•- ' R)•«� ::.....T:.—:1-L-- . HJ 16/l1, F+R11�3 �: I Ip ,� • I p�]O " S0 R�(1'PC imU S,o,N brw lM 'I �fd,9� : a fl �I, r L- D11 I.. m :,..,WR,• �L�LE�IEEP eB m vNEuwP NW 0,045E50 SOU.AT BNB I I . © �° ® .,,�I«5 MG UDR ® . ROD• - - 20 a n .CIEs I i i P BDR_— _ f ® Y o .43 NITER II 1-5'_ r ,C TU m«.,f.PLAT E °.N Of N rR CUT m I W. 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"' ° ....• for a°0 10.Ian ie10 AND DATE: 19 NARM 2000 ASSOCIATES, I Cy• i•S• .. xn/S.sn/E.SIC IT. oRAWTr BY: uAN STONEFIELD DEVELOPMENTREVISED: -- ROG�°°x R�x wN NAP CHECK: ANC PROFESSIONAL LAND SURVEYORS �"►+i'uw TIP.II'"'w' 0 FINAL CHECK: JSS n534 FIFTH AVENUE SOUTH.SEATTLE.WRSIw02Ox WIN (E05)767+90E '. CRPOSS05 a ER 'i GIIYaNr TOT&CWRIRYSKINa SRCTEOPWCSNIN°iw INDEX SHEET I OF 1 Architecture and Planning, Inc ' Royce A. Berg,Principal 3003 80th Avenue SE Mercer Island, WA 98040-2915 (206) 230-6648 Fax (206) 230-6647 MEMORANDUM TO: Steve Taylor DATE: 1/9/01 Renton City Hall 6th Floor 1055 South Grady Way PROJECT: City Center Renton, WA 98055 PROJECT NO: 99066 RE: Meeting, City of Renton 3 Jan 01 DEVcINOE TPIAN RENTON NING Review of questions on site approval submittal Office Building: BAN �. 1000 1. Dedication of ROW for alley RECEIVED • Yes 2. Oil water separator at garage • Concern with access to clean out, noted private cleaning would occur and would locate near opening. No room on site unless in ROW / side walks. Kitchen note to be eliminated on civil drawing, as it would require separate system if a kitchen was ever installed. 3. Floor Drains at garage both facilities • Concern with adequate drainage locations:per current issues with city. Will,.: provide adequate number of drains to meet code at both facilities. 4. Dumpster locations/ size • Garage will use small trash receptacles at lobbies on all floors, no large dumpster. • Office facility will have dumpster/recycle area recessed into garage at alley. Fire rated enclosure with steel lockable gates into alley - any possible future generator would also be enclosed in similar manner. 5. Loading area • Loading area would utilize alley, and a street zone would be reserved for loading UPS, Fed Ex, ect, at office building. 6. Parking stall columns • Parking in garage would utilize reduced stall sizes per prior city review, will be refined to reflect actual stall widths & depths to eliminate conflicts. Parking garage: 7. Analysis of impacts of additional traffic and LOS, vehicle queuing, general operation and'safety on Main, S-2nd & S-3rd with access in & out • To be reviewed by traffic consultant with separate report • Concern with left in and left out cross traffic into one way street Page 1 of 3 8. Metro Stop • Metro's review, requesting footing placement for covered bus shelter across 2nd street at north. • Review with Paul Alexander- Metro transit routes 206/684-1599 9. Second Vehicle access at garage • Garage floor system uses ramps to park on. So second, access would not be possible except at alley, which for security reasons do not propose. 10. Pedestrian circulation, street crossing • Review of means to deter direct street crossings to office building. • Typical urban type project corner crosswalk is not that far away. • Review of landscape at street (in ROW), signs to direct to cross walk. 11. Self Park/ Security • Ground floor parking is open to replace city parking • Upper floors would start open and may have security access at some time in future. 12. Assessable stall location/size • Depth of stall to be confirmed with aisle width per reduced stall dimensions in garage and A.D. A. standard stalls. • Layout will be revised for full ADA stalls 13. Existing alley storm drainage • Review of existing drainage and oil water separator at garage site. • Existing oil water separator to be replaced or relocated - civil to review design to tie in storm drain at alley and storm line to adjacent south building in building permit process. 14. Oil Water Separator • Two systems provided. Drains for interior system and roof parking decks to be provided, oil water vaults to be located near entry for maintenance 15. Openings • Stair levels and lobby levels to be open versus glass • Improves security if open for sound - ground level areas will be open but screened to prevent access other then at normal points. 16. Awnings • Reviewed concern with "scale" at street and possible options to further articulate • Structure has openings and will be painted variations of neutral colors at reveal lines to reduce scale • Discussed recessed areas for street accessories - newspapers, trash, ect, and planters at openings or hung off building, and review attached benches Page 2 of 3 LPN Architects and Planning, Inc., Royce A. Berg, Principal, 3003 80th Ave SE, Mercer Island,WA 98040(206)230-6648 General: 17. PID numbers - • Numbers need to be corrected • Include on office building o 1235, 1240, 1245 • Exclude for garage o 0860 18. Parcel numbers • Correct application assessors numbers o Office 723150 - 1230,1235, 1240, 1245 o Garage 723150 - 0880, 0885, 0895 19. Site S.F. • Assessors map total - site o Office 29,750 S.F. o Garage 20,126 S.F. • Recommend using Certified site survey provided o Office 29,528 SF site o Garage 20,126 SF site 20. Street Trees • Add 2 - 3 street trees at north side of office building in city ROW sidewalk, to balance out both street sides of building. • Review and possibly add more street trees at garage to buffer scale of garage • Show proposed street trees on building elevations 21. Signage • Signage to be isolated as separate package for comprehensive design for both buildings at later time. 22. Door Swings • Doors swinging out cannot extend into public by more than 1 foot. • Check recess at initial doors. 23. Miscellaneous: • Removal of oil tanks and D.O.E. final letter submittal with package - provide additional copy • Provide final complete soils investigation report. • Check demolition was covered in SEPA checklist (was in SEPA) • Aquifer I zone restrictions, review with civil. • Hearing 20 February 2001 cc. Dick Loman, Stonefield Development • / ,,..m,. Josh Loman, Stonefield Development Dan Balmelli, P.E., Barghausen Royce A. Berg Jan Illian, City of Renton LPN Architects & Planners Jennifer Toth Henning, City of Renton David Enger, P.E., T.P.& E. Page 3 of 3 LPN Architects and Planning, Inc., Royce A. Berg, Principal, 3003 80th Ave SE, Mercer Island,WA 98040 (206)230-6648 • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS City Center Project Applicant Meeting Agenda January 3, 2001 1. Introduction 2. Applicant Vision for the Project - 3. Questions/Issues for Site Plan Review Building • Dedication of alley ROW? • c0 Oil/Water separator Floor drains Dumpster location/screening • Loading Area Parking stalls/columns • Parking Garage Analysis of impacts of additional traffic on LOS, vehicle queuing, general operation and safety on Main and S 2nd & S 3rd Metro Stop Second vehicle access • Pedestrian circulation, street crossings - • Self park?—Security? Assessable stall locations/size Existing alley.storm drainage Oil/Water separator Openings • Awning General .PID numbers Street trees - Signage LP cc: Jennifer Henning ;M 3 2I i l l LIB Architects& Pianners \\CENTRAL\SYS2\DEPTS\PBPW\DNISION.S\DEVELOP.SER\DEV&PLAN.ING\PROJECTS\00-155.st\Applicant Meeting Agenda.doc\st Jan lien-City Center building &varage ~':_ rays I 1 From: Thomas Boyns To: Jan Illian Date: 12/20/00 10:35AM Subject: City Center Building &Garage I thought you should know that the parcel identification numbers provided do not match with the legal descriptions for these two projects. We are proceeding with what we believe is correct. Lots 16 through 20, Block 13,Town of Renton should be the property for the City Center Building, it includes parcels 723150-1230, 1235, 1240 and 1245 and we will base our calculations on the King County Assessor's square footage of 29750. The Garage is the south 25 feet of Lot 3 and all of Lots 4 through 6, Block 10,Town of Renton and • includes 723150-0880, 0885 and 0895. We intend to provide both sets of calculations, the 2000 fees as well as the 2001 fees, unless you direct differently. MA/ ,CikWs 71-10-n. dejr" � � W ' Clo5 BteF. (AAg i /z--4/s e-7`- L 6 SO 074_ G,4-12 L •for\ RggaW CI J, N J_ r��.;n, -, LPN Architects a Plann3rs ARCHITECTURE&PLANNING, ROYCE A. BERG,A.I.A., PRINCIPAL PHONE: (206)230-6648 3003 80TH AVE SE FAX: (206)230-6647 MERCER ISLAND,WA 98040 TRANSMITTAL To: Steve Taylor DATE: 1/5/01 Renton City Hall 6th Floor 1055 South Grady Way PROJECT: City Center Renton, WA 98055 PROJECT NO: 99066 RE: City Center Site Approval Description: 5 Copies Earth Consultants 11/22/2000, Soils Investigation Reports to Supplement Preliminary Report. 2 Copies - D.O.E. Letter/Tank Removal 2 Copies Earth Consultants 12/11/2000, Phase I Environmental Review and Limited Phase II. Remarks: Via: ® Sent per Your Request ❑ For Distribution El Mail El For Your Use/Reference ❑ For Your Records El Courier El For Review/Comment El Other ® Hand Deliver El For Your Signature ❑ Overnight El For Your Approval ❑ Hold for Pick Up •\. 1. CITY OF RENTON , �. RECEIvFD By: Re . Berg LPN Architects & Planners JAN 0 5 2001 BUILDING DIVt6ION cc. Dick Loman, Stonefield Development (Trans only) , , 12-16-1999 d:©9PM FROM • • • 7: Y O11NE O. GREGOIRE • Director i ar • . STATE OF WASHLNGTON DEPARTMENT OF ECOLOGY, • • 4350-150th Ave. N.E. • Redmond, Washington 98052-5301 (2L15j 867-70 0 • September 6, 1990 • f . Mr. Larry Dixon Dixon and Associates, Inc. • 920 S. Second Street Renton, WA 98055 • Re: Underground tank removal and site Remediation at 207 Main St. S. , Renton, Washington. Dear Mr. Dixon: • • Thank you for sending me the closure report for the above referenced property. Based on the information provided to me the proper procedures were followed regarding the underground tank closure, as required in the Federal Register 40 CFR Part 280, and the • Department of Ecology Northwest Regional Offices recommended • • clean-up standards were met or bettered' after the remediation • process. Please call me at (206) 867-7259 if you have any questions. • • • sincerely, • Christi S. Madden • Information Coordinator �6VLopMENT Toxics Clean-up Program rvo• ivrp, NC CM:cd • • • • • • nECE • • • • ;/ EA Engineering,Science, J 1-__iology • EA Northwest Operadcm 857 7 154th ihrerue.N.E . Redmond.Wt198052 Telephone:206.869-2194 ' Fat 20E-869-2061 • - 22 August 1990 11624.02 LN0178 • Mr.R.P. Charley R.P. tl, rley Automotive Service Station 20'7 Main Avenue South ' Renton, WA 98055 Subject: Letter report of results of rank closure at R.P. Charley Automotive Service Station Dear Mr. Charley. During July and August 1990, EA Engineering, Science, and Technology (EA) conducted an environmental investigation for the decomissioning and closure for the above mentioned site (Figure 1). As part of the decomissioning,A.L.Sleister and Sons evacuated,excavated and removed four gasoline storage tanks,one waste oil rank, one diesel storage tank, and two hydraulic lift stations. Observation and screening.of son associated with underground product lines was also conducted (Figure 2). • In accordance with the Washington State Department of Ecology's Praft Policies and Procedures for ' Underground Storage Tank Removal, soil samples were collected and analyzed within each tank pit area and hydraulic bay excavation (Figure 3). These samples were obtained according to standard EA protocols, and shipped under chain-of-custody to Analytical Technologies,Inc. (ATE) for analysis. Fifteen soil samples, collected in July,were sent to ATI for analysis, Samples from the gasoline tank field and product lints were analyzed for purgeable fuels (TPH) by EPA method 8015, and purgeable aromatic volatile organics (BTXE) by EPA method 8020. Samples from the waste and heating oil tank field, two hydraulic lifts and floor drain were analyzed for grease and oil by EPA method 418.E Summary results of sampling and analysis are presented in Table L All samples were below the draft Washington Compliance Levels(100 ppm for TPH as gasoline and 200 ppm for TPH as other) except for HLl, which contained 770 mg/kg (ppm) TPH as oil and grease.in the soil. On 6 August 1990, this location was further excavated and then resampled (sample number HL1B) for TPH as oil and grease. The results of resampling this area after soil removal now indicates No Detection (ND),i.e.'less•than the State's compliance levels. • Based on the final results of soil sampling for tank closure and decomissioning of R. P. Carley Automotive Service Station, all sons obtained within the tank pits of former storage tanks were,below the recommended cleanup standards for the Model Taxies Control Act of Washington. Soils from the single hydraulic lift bay that 12-16-1&& a:FO )-'t•1 r rcuri • / l • • r. • • Mr.R.P. Charley . • • 22 August 1990 R_P.Charley Automotive Service Station Page 2 were collected and analyzed above the cleanup standards were removed and stockpiled, and are prepared for disposal at a certified and authorized landfill. incerely, • Peter A. • • Senior Geologist UST Program Manager/Northwest.-Operations cr- • Roy oiwa • En onmental Engineer PAK/RK/mp • Enclosures • • • • l UFv`P 1,441 R- A G' LL CHARLES L. DIVELBISS, M.D. 2226 Cove Dr. Oak Harbor, WA 98277 • • ♦ 1 + ..; N:OTiCE OF APPLICATION ::,� ;. AND PROPOSED DETERMINATION OF NON- • ::,._ ,;., ar' ...SIGNIFICANCE • (DNS),MITIGATED .'r . • DATE: " ` December 19,2000 . LAND USE NUMBER: LUA-00,155,SA-H,ECF APPLICATION NAME: CITY CENTER BUILDING PROJECT DESCRIPTION: The prol includes a six-story 137,370 sq.ft.office building containing a 12,494 sq.ft,grade level garage and 124,876 sq ft,ppilipsable apace. To'serve the needs of the office building the project will also Include a six-story parking garage,contaning approximately 391 parking stalls,to be located across the street on • land leased from the City of Renton. ' • PROJECT LOCATION: 207—219 Main Avenue South end 212—222 Main Avenue South ' OPTIONAL DETERMINATION OF NONSIGNIFiCANCE,MITIGATED(DNS,'Mj: 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 end 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.1,4-day,appeal period'willl follow the issuance of the DNS=M: ' PERMIT APPLICATION DATE: _.:, ., ecember.1 2• 0 : '•O 11-• 'fc''- -,=. • NOTICE.OF COMPLETE APPLICATION: ,, 1;D•ec ember.,19,12000 vrr'E+,'';.,; i '�,;�, • Permits/Review Requested: Environmental(SEPA)Review,Hearing Examiner Site Plan Approval • Other Permits which may be required: Demolition}Pernite;;Co'nstructlon Permit,Building Permit Requested Studies: Geotechnical engineering report,traffic Impact analyses,surface water drainage analysis. • Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, • 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for February 13,2001 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th . floor of the new Renton City Hail located at 1055 Grady Way South. !• _.. • CONSISTENCY OVERVIEW: - • . Land Use: The subject site and surrounding properties are zoned Center Downtown(CD) • Environmental Documents that Evaluate the Proposed Project: Traffic impact Analysis,Preliminary Geotechnicat Engineering Report,Drainage Technical Information Report(Preliminary),Environmental Checklist • Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,City of Renton Municipal Code,Uniform Building Code,Uniform Ftre Code,King County Surface Water • Design Manual and other applicable codes end regulations as appropriate. _ Proposed Mitigation Measures: . • • 1. The applicant shall pay the appropriate Fire Mitigation Fee based on$0.52 per square foot of new construction. - • 2. The applicant shall pay the appropriate Traffic Mitigation Fee based on$75.00 per each new average daily trip •• attributable to the project • • NOTICE OF PROPOSED ENVIRONMENTAL.APPLICATION Steve Taylor-City Center Building_ — _ . _ Page 1 From: "Kriedt, Gary" <Gary.Kriedt@METROKC.GOV> To: "'Steve Taylor, City of Renton"' <staylor@ci.renton.wa.us> Date: 1/3/01 9:11AM Subject: City Center Building Hi Steve-- Happy New Year! I hope you had a nice Christmas and New Years. Things are going well here; we have stable funding with the new sales tax increase. (And, FYI, David Feltman moved to North Carolina). It may be too late, but Transit staff wants the developer for the City Center Building (LUA-00-155, SA-H, ECF)to contact Paul Alexander of Transit Route Facilities at 206-684-1599 regarding potential bus zone improvements on 2nd (shelter footings). Because of the size of the project, it's likely that some of the tenants/employees in the new building will use the bus zone on 2nd. That zone already has sufficient riders to warrant a shelter. Although Metro doesn't have direct transit service on the portion of Main where the project is located, we do have westbound service on 2nd and eastbound service on 3rd. The nearest bus stop, the one we're requesting improvement to, is westbound on the north side S 2nd just east of Wells Ave. S. That zone is basically in a park like setting next to a parking lot. There are already benches in place there. One or more of the benches could be removed to provide a location for the shelter footing. We request that the developer work with the City and Paul on this to determine the type of footing and the exact location. Thanks, Steve, for considering these late comments. Talk to you later. Gary Kriedt Senior Environmental Planner Metro Transit 201 South Jackson St., MS KSC-TR-0431 Seattle, WA 98104-3856 206-684-1166 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT• APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COLAS111,(LI1trn Se,vv[Cka COMMENTS DUE: DECEMBER 9, 2000 APPLICATION NO: LUA-00-155,SA-H,ECF DATE CIRCULATED: DECEMBER 14,20 °PREc, -. APPLICANT: Stonefield Development Company PROJECT MANAGER: Steve Taylor PROJECT TITLE: CITY CENTER BUILDING . WORK ORDER NO: 78761 ®ke' 75 1000 LOCATION: 207-219 Main Avenue South and 212-222 Main Avenue South. $ . 1-'11Vt4 411 SITE AREA: 50,000 sq.ft.(1.15 acre) I BUILDING AREA(gross): 249,204 sq.ft.total (2 buildM4Vj SUMMARY OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft.office building containing a 12,494 sq.ft.grade level garage and 124,876 sq.ft.of leasable space. To serve the needs of the office building the project will also include a six-story parking garage,containing approximately 391 parking stalls,to be located across the street on land leased from the City of Renton. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet . 14,000 Feet. B. POLICY-RELATED COMMENTS • C. CODE-RELATED COMMENTS (2 8 c /9 q 7 C cs.4-PL L r E So I L S P E Po!Q'r i PRfrA/Ci 674Q : FLoo DOA t I.z TO o I I— / 47 l IQ SE"PA-RA To t2 ,QOo /Z S w i i , o v a pc.)8L.1 c. PR.40 711 1 ' C ( FOOT) I—I/�i oFr Icc -FR467E t/EKIT,L-4Tt0,v i 2=Lv0e2 o/t/}etvS ; LL -VA-To2 LG66 ,S tr P4,4AT,o(/.S We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. G� �4 ( 1 'L/ zo/Ca Signature of Director or Authorized Representative Date Routing Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT..APPLICATION REVIEW SHEET • REVIEWING DEPARTMENT: CO\AA LL1Acf Se-WILMA COMMENTS DUE: DECEMBER.29, 2000 APPLICATION NO: LUA-00-155,SA-H,ECF DATE CIRCULATED: DECEMBER 14,2000 APPLICANT: Stonefield Development Company PROJECT MANAGER: Steve Taylor PROJECT TITLE: CITY CENTER BUILDING WORK ORDER NO: 78761 LOCATION: 207-219 Main Avenue South and 212-222 Main Avenue South . SITE AREA: 50,000 sq.ft. (1.15 acre) I BUILDING AREA(gross): 249,204 sq.ft.total(2 buildings) SUMMARY OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft.office building containing a 12,494 sq.ft.grade level garage and 124,876 sq.ft.of leasable space. To serve the needs of the office building the project will also include a six-story parking garage,containing approximately 391 parking stalls,to be located across the street on land leased from the City of Renton. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts , Impacts Necessary Impacts Impacts Necessary Earth '. Housing Air Aesthetics Water Light/Glare Plants . Recreation Land/Shoreline Use Utilities _ Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet , id Vj2 to/% - Olin/cite /a d �`-� • azilinemf.,eM .6 „„ 1 eeZe. • B. POLICY-RELATED COMMENTS a?.e !zo Oaz S' • • • C. CODE-RELATED COMMENTS •-V/1/(V6Q CalZd 6/�4,0. We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where dditional information is needed to properly assess this proposal. G22% // cOe Signature of Director or Authorize Representative Date Routing Rev.10/93 City of Renton Department of Planning/Building/Public Works . ENVIRONMENTAL & DEVELOPMENT-APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Pr 1Y 7O\71 COMMENTS DUE: DECEMBER 29, 2000 APPLICATION NO: LUA-00-155,SA-H,ECF DATE CIRCULATED: DECEMBER 14,2000 APPLICANT: Stonefield Development Company PROJECT MANAGER: Steve Taylor PROJECT TITLE: CITY CENTER BUILDING WORK ORDER NO: 78761 LOCATION: 207-219 Main Avenue South and 212-222 Main Avenue South SITE AREA: 50,000 sq.ft. (1.15 acre) I BUILDING AREA(gross): 249,204 sq.ft.total (2 buildings) SUMMARY OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft.office building containing a 12,494 sq.ft.grade level garage and 124,876 sq.ft.of leasable space. To serve the needs of the office building the project will also include a six-story parking garage,containing approximately 391 parking stalls,to be located across the street on land leased from the City of Renton. A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air1 Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airpo • '•nment u •,000 Fee i la. ,,••• eet B. POLICY-RELATED COMMENTS 104144. uttwaaft6 'n, ILO C. CODE-RELATED COMMENTS %um& , • JAL �QL QA ta&IA f.41,-^t_I.t L G4GD, ' etk '. / :I" ^ 4, _ l Wit. at We have reviewed this . •lication with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas w = additional i ation is needed to properly assess this proposal. Signatur=Director or Authorized Representative Date Routing Rev.10/93 - i' I cD. ,e. q) 1 STORY 0 \ /L COuuCRC1AL LLL...JJJJ s QRTC' re 1I Zi S.2ND STREET 17007' ITS' 1('r t LfA$C..:_.!'1-;; Li 1.F. I EXISTNG IU::L.i-1 1 I' 1. PARKING / ~ I- 1 ������tjj ,.I;..4I I S AREA (� Z 11 %/j Lli 5: Q 1 I G�ARACECE S917E 4220.1516Y(.Ibis ACRE M Z 1 STORY _ \! I - + i STY 15T FLOOR�0 AR 6 Y I�ROO�C STRUCTURE s 0Rfuj O ti. 1-- .t f FIRE STATION- 1ST F CCuuEROµ :. II • I STORY OFFICES 2ND FLOOR 20,960 SF 2N0 FLOOR 65 STALLS j / •t 1:TAT' COMMERCIAL 3144 ROOK 73.000 9 780 BOOR 65 STALLS Z . , i . IM RON 23.000 SF M ROOK 65 STALLS W 1 •'•1 I I SM R 23.003 SiN BOOR 65 STALLS _... ...... .._.... .._ /0 I :1"-�.I 6M ROCK 23,003 SF 61R FLOOR 67 STALLS 0 CO ` - r'-�-� m TOTAL 4124,676 SF 6 ROMS.10.639 SF/FUL Q I'.} I % Isi FIR GwAOC 12.191 Y l� t .I 1 �/ OF IOEY M �•s,'1.;,:L[5 � j/jjj jjj% i p $ TOTAL 7 4137.370 sr TOTAL 7 4111.834 SF —J J1 FFI E 1 :1.L1 ry f 1W' PARKING 30 STALLS PARKWC S391 STALLS 4132.370 SF TOTAL y Tr' I-.1::1;II tl 1 ----- OFFICE IMPERNOUS SURFACE 429005 SF Z O .---' - .- - --.----_--.-- Ir 1.-_t'1- L ; PREMODS OPERNOUS SURFACE loot ,...0 0 Z • .1.. .; _ _ En n W U. I'ti' I- `�.__�___._._ .._ PHRNOUSUPFANUOOS RFACE 2266i g• E/) v Z / I I NIMBLE AMONG HOW T 95-0 IRE a OFFICE f I =-�;-I` -- _ �/j� OFFICE • :efi._e. :\ • 1.1. PARKwG GARAGE 466--0' ..- FLOORS ABOVE / • • ',.6 • j •---o r•. .__ ••- -.- G 420 STALLS _-�{ o jf,•_ '' ..\ • ._-_ _-_ -- FICE-YP1A115/1D00 Y 375 STALLS I 'g T_ • �� `/ •g��" .______ . S EAULIS DC5Q4A57Dll105 REPLACE 45 STALLS - µppKpwypiRA7ApRK/wARCHITECTURE I r. �.r- -- --. BSTORY P15� lALL/295 yIOfFIAL�PARUcwG:In STALLS and PLANNING j r I •-- ---- - - • PRUING 3.37 STALLS/1 0 v OFFICE r - ' STRUCTURE ROYCE A IFXG.PRINCIPAL - ------"--.. _ •105' I I -- _._ ___. OFFICE PMgNO(WADE RID)G.) 3O STALLS wm m1NAVE SOImIFAst 2 JIMA-76 SF ( 6.610ER 6VAO,WA F60.0 i1 I- -- --- --- EXISTING STANDARD ACARiDSSALL(18. 13¢) 11 STAAS P0612]0•...FAX 2136667 : I �j/�j } r _ — PARKING A' S9 1 ME«STNL(&5•.201 S STALLS CS r lil s .--__ \y I PARKING GARAGE 4391 5TML5 ryy :A STANDARD STALL 16.`y'1 ) 166 STALLS 8 --, COMPACT STALL(7 5.13@@')) 195 STALLS • Qom. ```' q ACCESSOII STALL'(6.5'.20) 6 STALLS __._ _.._._ -__-____ r I 1 60(RACK 10 BIKES NC .• M j�jiC!i�j�j 1 �\ 1Ip1 TYPE I-FR . 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(a) Except as provided in§77.15,each sponsor who proposes any of the folbwing No person is required to notify the Administrator for any of the following construc- construction or alteration shall notify the Administrator in the form anti manner lion or alteration: prescribed in§77.17: (a) Any object that would be shielded by existing structures of a permanent and (1)Any construction or alteration of more than 200 feet in height above the ground substantial character or by natural terrain or topographic features of equal or greater level at its site. height, and would be located in the congested area of a city, town, or settlement (2)Any construction or alteration of greater height than an imaginary surfaceesfending where it is evident beyond all reasonable doubt that the structure so shielded will outward and upward at one of the following slopes: not adversely affect safety in air navigation. (i) 100 to 1 for a horizontal distance of 20,000 feet from the nearest point of (b)Any antenna structure of 20 feet or less in height except one that would increase the nearest runway of each airport specified in subparagraph(5)ofthis paragraph the height of another antenna structure. with at least one runway more than 3,200 feet in actual length,eYirfiing heliports. (c) Any air navigation facility, airport visual approach or landing aid, aircraft arrest- (ii) 50 to 1 for a horizontal distance of 10,000 feet from the nearest point of ing device, or meteorological device, of a type approved by the Administrator, or the nearest runway of each airport specified in subparagraph(5)otthis paragraph an appropriate military service on military airports,the location and height of which with its longest runway no more than 3,200 feet in actual length,excluding hetiports. is fixed by its functional purpose. (iii) 25 to 1 for a horizontal distance of 5,000 feet from the nearest point of (d)Any construction or alteration for which notice is required by any other FAA regulation. the nearest landing and takeoff area of each heliport specified in subparagraph (5)of this paragraph. (3) Any highway, railroad, or other traverse way for mobile ohjerds of a height §77.17 Form and time of notice. which,if adjusted upward 17 feet for an Interstate Highway that is part of the National (a) Each person who is required to notify the Administrator under §77.13 (a) shall System of Military and Interstate Highways where overcrossings are designed for send one executed form set of FAA Form 7460-1,Notice of Proposed Construction a minimum of 17 feet vertical distance, 15 feet for any other public roadway, 10 or Alteration,to the Manager,Air Traffic Division,FM Regional Office having jurisdiction feet or the height of the highest mobile object that would normally traverse the over the area within which the construction or alteration will be located. Copies of road, which aver is greater, for a private road, 23 feet for a raBrnarf and for a FAA Form 7460-1 may be obtained from the headquarters of the Federal Aviation waterway or any other traverse way not previously mentioned, an amount equal Administration and the regional offices. to the height of the highest mobile object that would normally traverse it,would (b) The notice required under§77.13 (a) (1)through (4) must be submitted at least exceed a standard of subparagraph(1)or(2)of this paragraph. 30 days before the earlier of the following dates— (4) When requested by the FAA, any construction or alteration that would be in (1)The date the proposed construction or alteration is to begin. an instrument approach area(defined in the FAA standards governing instrument (2)The date an application for a construction permit is to be filed. approach procedures)and available information indicates it might exceed a standard However, a notice relating to proposed construction or alteration that is subject to of Subpart C of this part the licensing requirements of the Federal Communications Act may be sent to the FAA at the same time the application for construction is filed with the Federal (5)Any construction or alteration on any of the following airports(including heliports): Communications Commission,or at any time before that filing. (i)An airport that is available for public use and is listed in the Airport Directory (c)A proposed structure or an alteration to an existing structure that exceeds 2,000 of the current Airman's Information Manual or in either the Alaska or Pacific feet in height above the ground will be presumed to be a hazard to air navigation Airman's Guide and Chart Supplement and to result in an inefficient utilization of airspace and the applicant has the burden (ii) An airport under construction,that is the subject of a notice or proposal on of overcoming that presumption.Each notice submitted under the pertinent provisions file with the Federal Aviation Administration, and except for military airports itof Part 77 proposing a structure in excess of 2,000 feet above ground,or an alteration is clearly indicated that that airport will be available for public use. that will make an existing structure exceed that height must contain a detailed showing (iii)An airport that is operated by an armed force of the United States directed to meeting this burden.Only in exceptional cases,where the FAA concludes (b) Each sponsor who proposes construction or alteration that is the subject of a that a clear and compelling showing has been made that it would not result in an notice under paragraph(a)of this section and is advised by an FAA regional office inefficient utilization of the airspace and would not result in a hazard to air navigation, that a supplemental notice is required shall submit that notice on a prescribed form will a determination of no hazard be issued to be received by the FAA regional office at least 48 hours before the start of the (d) In the case of an emergency involving essential public services, public health, construction or alteration. or public safety,that requires immediate construction or alteration,the 30 day require- (c) Each sponsor who undertakes construction or alteration that is the skied of ment in paragraph (b) of this section does not apply and the notice may be sent a notice under paragraph(a)of this section shall,within 5 days after that construction by telephone,telegraph, or other expeditious means, with an executed FM Form or alteration reaches its greatest height,submit a supplemental notice on a prescribed 7460-1 submitted within five (5) days thereafter. Outside normal business hours, form to the FAA regional office having jurisdiction over the area involved,,if— emergency notices by telephone or telegraph may be submitted to the nearest FAA (1) The construction or alteration is more than 200 feet above the surface level Flight Service Station. of its site;or (e) Each person who is required to notify the Administrator by paragraph (b) or (c) (2) An FM regional office advises him that submission of the form is required. of §77.13, or both, shall send an executed copy of FAA Form 7460-2, Notice of Actual Construction or Alteration,to the Manager,Air Traffic Division, FAA Regional Office having jurisdiction over the area involved. ADDRESSES OF THE REGIONAL OFFICES Western Pacific Region Southern Region Great Lakes Region New England Region HI,CA,NV,AZ,GU KY,TN,NC,SC,GA,AL, ND,WI,MI,SD,IL,OH,MN,IN MA,NH,VT,RI,CT,ME Western-Pacific Regional Office MS,FL,VI,PR Great Lakes Regional Office New England Regional Office Air Traffic Division,AWP-530 Southern Regional Office Air Traffic Division,AGL-530 Air Traffic Division,ANE-530 15000 Aviation Boulevard Air Traffic Division,ASO-530 2300 East Devon Avenue 12 New England Executive Park Hawthorne,CA 90260 3400 Norman Berry Drive Des Plaines,IL 60018 Burlington,MA 01803 Tel.310-297-1365 East Point,GA 30344 Tel.312-694-7568 Tel.617-273-7143 Mail Address: Tel.404-763-7646 Southwest Region Eastern Region AWP-530 Mail Address: NM,TX,OK,AR,LA NY,PA,WV,VA,DC,MD,DE,NJ P.O.Box 92007 Federal Aviation AdministrationSouthwest Regional Office • Eastern Regional Office Worldway Postal Center Southern Regional Office g g Los Angeles,CA 90009 Air Traffic Division,ASO-530 Air Traffic Division,ASW-530 Air Traffic Division,AEA-530 P.O.Box 20636 4400 Blue Mound Road JFK International Airport Alaskan Region Atlanta,GA 30320 Fort Worth,TX 76193 Fitzgerald Federal Building AK Tel.817-624-5534 Jamaica,NY 11430 Alaskan Regional Office Northwest Mountain Region Mail Address: Tel.718-553-1228 Air Traffic Division,AAL-530 WA,OR,MT,ID,WY,UT,CO Department of Transporation Fax:718-553-1384 222 West 7th Avenue Northwest Mountain Regional Office Federal Aviation Administration Anchorage,AK 99513 Air Traffic Division,ANM-530 Fort Worth,TX 76193-0530 Tel.907-271-5893 1601 Lind Avenue,SW Central Region Mailing Address: Renton,WA 98055-4056 NE,IA,MO,KS Federal Aviation Administration Tel.206-227-2530 Alaskan Regional Office Fax:206-227-1530 Central Regional Office Air Traffic Division,AAL-530 Air Traffic Division,ACE-530 222 West 7th Avenue,Box 14 601 East 12th Street Anchorage,AK 99513-7587 Kansas City MO 64106 Tel.816-426-3408 FAA Form 7460-1 I1-931 Supersedes Previous Edition City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT-APPLICATION REVIEW SHEET • REVIEWING DEPARTMENT: +Ire_ iPc6l - 1 t COMMENTS DUE: DECEMBER 29, 2000 APPLICATION NO: LUA-00-155,SA-H,ECF DATE CIRCULATED: DECE!'_'n- �:: rrll V APPLICANT: Stonefield Development Compan PROJECT MANAGER: Stev ,._ E I U I PROJECT TITLE:•CITY CENTER BUILDING WORK ORDER NO: 78761 LOCATION: 207-219 Main Avenue South and 212-222 Main Avenue South DEC .4 2000 SITE AREA: 50,000 sq.ft. (1.15 acre) BUILDING AREA •ross : :49,20 • I total 2 buildin•s SUMMARY OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft.office building co taining a >k 3' � • •� a level garage and 124,876 sq.ft.of leasable space. To serve the needs of the office building the projec w - • -- --- - n#!1i- y parking garage,containing approximately 391 parking stalls,to be located across the street on land leased from the City of Renton. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet jef?, ITLekej /1"--4231A-,-0 B. POLICY-RELATED COMMENTS • C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. cam/ Z /1746 Signature of Director or Authorized Representative Date Routing Rev.10/93 4 O et • ® , CITY OF RENTON FIRE PREVENTION BUREAU�N�o MEMORANDUM DATE: December 19, 2000 TO: Steve Taylor, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Stonefield City Center Project, S 2nd 86 Main Av. S. Fire Department Comments: 1. The preliminary fire flow is 3,250 GPM for the parking structure and 2,750 GPM for the office building. One hydrant is required within 150 feet of each structure and one additional hydrant is required for each 1000 GPM above the first 1000 GPM within 300 feet of the structures. 2. A fire mitigation fee of$58,153.68 for the parking structure and $71,432.40 for the office building is required based on $.52 per square foot of the building square footage. Credit may be given for the square footage any buildings that are demolished on these sites. 3. Separate plans and permits are required for the installation of fire alarm, sprinkler and standpipe systems. The parking structure will be required to have dry standpipes as well as a sprinkler system. 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. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. CITY OF RENTON MEMORANDUM DATE: January 4, 2001 TO: Steve Taylor FROM: Jan Illian X7216 SUBJECT: STONEFIELD DEVELOPMENT -Office Building LUA 00-155 Corner of Main Ave South and South 2"d Street I have reviewed the application for Stonefield Development at the corner of Main Ave South and South 2' Street the and have the following comments: WATER 1. There is an existing 8-inch water main in Main Avenue and an 8-inch water main in S. 2"d Street. The derated fire flow in the vicinity is modeled from 2500 gpm to 5500 gpm with a static pressure of approximately 65-psi, depending on the line accessed. 2. The estimated fire flow requirement for the parking garage is 3,250 gpm and 2,750 gpm for office building. Four additional fire hydrants will be required to be installed. Staffs recommendation will be to install 2 new hydrants in Main Ave and 2 new hydrants in S. 2"d Ave. 3. The proposed project is located in the 196 water pressure zone. The project is located in Aquifer Protection Zone 1, therefore special construction restrictions may apply. 4. The Water System Development Charge (SDC)will be $4,581.50. This site may be subject to a redevelopment credit. 5. A separate utility permit and separate plans will be required for the installation of the double detector check valve assembly for the fire sprinkler system. Applicant shall submit a copy of the mechanical plan showing location and installation, if backflow device is to be installed inside the building. 6. Buildings that exceed 30 feet in height will require a backflow device to be installed on domestic water meters. SANITARY SEWER 1. There is an existing 8-inch diameter sanitary sewer in Main Avenue. 2. The Sewer System Development Charge (SDC) will be $3,153.50. This site may be subject to a redevelopment credit. • 3. Parking garages shall require floor drains and shall be connected to the sanitary sewer. Flows shall be directed through floor drains that are installed in accordance with the UPC to an exterior oil/water separator. The separator shall be sized to meet a minimum 15-minute retention time for peak flows anticipated in the garage area, but in no case will be less than 200 gallons of storage capacity. The type of interceptor shall be as manufactured by Pipe Inc., Utility Vault Inc., or approved equal. SURFACE WATER 1. A limited level one drainage study has been submitted and reviewed. Applicant must provide water quality treatment for the impervious surface area, subject to vehicular travel (6th level of parking lot) and show connection to the City's storm drainage system. No detention calculations are required for this project. 2. An existing 4-inch storm line is connected to the storm facilities on site at the parking lot site. Applicant must show how the 4-inch storm line will be connected to the new facility. 3. There is no Surface Water System Development Charge owed on this site. TRANSPORTATION 1. Traffic mitigation fees of $103,350.00 will be assessed and are payable at the time of issue of permit 2. Full street improvements including, but not limited to paving, sidewalks, curb & gutter, street signs and streetlights are required if not already in place. 3. Applicant has submitted a traffic generation analysis report. Due to the substantial increase in traffic and impacts on the level of service, applicant shall provide a traffic study report. The report shall be prepared by a state licensed engineer containing elements and information as identified in the City of Renton "Policy Guidelines for Traffic Impact Analysis of New Development". The traffic study shall include the intersections of Main Ave S. and S. 2' Street and Main Ave S. and S. 3`d Street. 4. Applicant must also address the impacts to traffic flow at garage entrances. 5. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. It appears that a utility pole on NE 16th Street may need to be relocated. GENERAL COMMENTS 1. All plans shall conform to the Renton Drafting Standards, which are attached for reference. Also attached for general information are a fee reference sheet and the King County Storm Water Standards (1990) as adopted by the City of Renton. 2. All required utility, drainage and street improvements will require separate plansubmittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 3. Separate permits for side sewers, driveway cuts, water meters and backflow device will be are required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth . floor counter. A fee worksneet is attached for your use, but prior to preparing a check it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. 4. Cut and capping of existing utilities to existing structures on site will be required as part of the demolition permit. cc: Kayren Kittrick City of Renton Department of Planning/Building/Public Wc,. ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: S'uthiGC-f Lv( s(w ,- COMMENTS DUE: DECEMBER 29, 2000 APPLICATION NO: LUA-00-155,SA-H,ECF DATE CIRCULATED: DECEMBER 14, 2000 APPLICANT: Stonefield Development Company PROJECT MANAGER: Steve Taylor PROJECT TITLE: CITY CENTER BUILDING WORK ORDER NO: 78761 0OP fi LOCATION: 207-219 Main Avenue South and 212-222 Main Avenue South �� F�'s7P SITE AREA: 50,000 sq.ft. (1.15 acre) BUILDING AREA(gross): 249,204 sq.ft.t al (2�etlding, .fl SUMMARY OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft.office building containing a 12,49 ,cLrrade IeveNOO garage and 124,876 sq.ft.of leasable space. To serve the needs of the office building the project will also include a si r parking garage,containing approximately 391 parking stalls,to be located across the street on land leased from the City of Renton. Vj . A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet aye' C� ti) 46e (.22-1v3 3 • B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. if // ty Signature !irector or Authorized Representative Date / Routing r Rev.10/93 • City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT-APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:-114,{/l.SpOvtidoin COMMENTS DUE: DECEMBER 29, 2000 APPLICATION NO: LUA-00-155,SA-H,ECF DATE CIRCULATED: DECEMBER 14,200(C/jy APPLICANT: Stonefield Development Company PROJECT MANAGER: Steve Taylor PROJECT TITLE:.CITY CENTER BUILDING WORK ORDER NO: 78761 DF LOCATION:.207-219 Main Avenue South and 212-222 Main Avenue South SITE AREA: 50,000 sq.ft. (1.15 acre) I BUILDING AREA(gross): 249,204 sq.ft.total ( 6W olv SUMMARY OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft.office building containing a 12,494 sq.ft.grade level garage and 124,876 sq.ft.of leasable space. To serve the needs of the office building the project will also include a six-story parking garage,containing approximately 391 parking stalls,to be located across the street on land leased from the City of Renton. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS 2 a chez/ memo, C. CODE-RELATED COMMENTS $et 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' rmation is needed to properly assess this proposal. //coi Signature of Direc or uthorize Representative Date Routing Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT -APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 17LL ` Re/i' J/w ± COMMENTS DUE: DECEMBER 29, 2000 APPLICATION NO: LUA-00-155,SA-H,ECF l DATE CIRCULATED: DECEMBER 14,2000 APPLICANT: Stonefield Development Company PROJECT MANAGER: Steve Taylor PROJECT TITLE: CITY CENTER BUILDING WORK ORDER NO: 78761 LOCATION: 207-219 Main Avenue South and 212-222 Main Avenue South SITE AREA: 50,000 sq.ft. (1.15 acre) I BUILDING AREA(gross): 249,204 sq.ft.total (2 buildings) SUMMARY OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft.office building containing a 12,494 sq.ft.grade level garage and 124,876 sq.ft.of leasable space. To serve the needs of the office building the project will also include a six-story parking garage,containing approximately 391 parking stalls,to be located across the street on land leased from the City of Renton. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment • Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities • Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet -1667 B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of D' ctor or Authorized Representative Date Routing Rev.10/93 PRO] FY SERVICES FEE REVIEW #2001 - -COO — (v'7_ DEVELOPMENT APPLICATION REVIEW SHEET ❑ PLAN REVIEW ROUTING SLIP ❑ ENVIRONMENTAL CHECKLIST REVIEW SHEET ❑ OTHER APPLICANT: GThivIE'"1 rt RECEIVED FROM d,Z / /22F1t7U JOB ADDRESS: 207 --2/`j •/l' rn "IC S WO# (date) NATURE OF WORK: City a-19,17 t3L /1..17AM GREEN# fiT SPECIAL ASSESSMENTS AND CONNECTION FEES APPLIED NEED MORE INFORMATION: ❑ LEGAL DESCRIPTION ❑ SPECIAL ASSESSMENTS AND CONNECTION FEES ESTIMATED ❑ SQUARE FOOTAGE ❑ VICINITY MAP ❑ NOT APPROVED FOR APPLICATION OF FEES 0 FRONT FOOTAGE ❑ OTHER ❑ VESTED ❑ NOT VESTED ❑ This fee review supersedes and cancels fee review# dated -7r 0 PARENT PID#(subject to change)_ SUBJECT PROPERTY PID# 23/50-123o,/23 /2.Yof/s/z ❑ King Co.Tax Acct#(new) It is the intent of this development fee analysis to put the developer/owner on notice,that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. The following quoted fees do NOT include inspection fees,side sewer permits,r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt)WATER Latecomer Agreement(pvt)WASTEWATER Latecomer Agreement(pvt)OTHER Special Assessment District/WATER �---0--- Special Assessment District/WASTEWATER Joint Use Agreement(METRO) Local Improvement District Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS • SYSTEM DEVELOPMENT CHARGE-WATER #OF UNITS/ SDC FEE O Pd Prey. 0 Partially Pd (Ltd Exemption) IS Never Pd SQ. FIG. Single family residential$1,105/unit x Mobile home dwelling unit$885/unit in park Apartment, Condo$665/unit not in CD or COR zones x Commercial/Industrial, $0.154/sq. ft. of property (not less than$1105.00)x 2 9757, V..5-8/,SD Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER ❑ Pd Prey. 0 Partially Pd (Ltd Exemption) • Never Pd Single family residential dwelling unit$760/unit x Mobile home dwelling unit$610/unit x Apartment, Condo$455/unit not in CD or COR zones x Commercial/Industrial, $0.106/sq. ft. of property(not less than$760.00) x �.r/7.5-0 3/ 5-3-5-e) REDEVELOPMENT CREDIT: (New-Old Flow)/New Flow X Above Fees SYSTEM DEVELOPMENT CHARGE-SURFACEWATER ❑ Pd Prey. ❑ Partially Pd (Ltd Exemption) 119 Never Pd Single family residential and mobile home dwelling unit$525/unit x All other properties$0.183/sq ft of new impervious area of property xO New 1 0 (not less than,$525.00) /Z � Z� PRELIMINARY TOTAL $ rf'`I�s.Cl)/614.1'''VC ? Signature of Reviewing Au Vty DATE o w o *If subject property is within an LID, it is developers responsibility to check with the Finance Dept. for paid/un-paid status. **The square footage figures used are taken from the King County Assessor's map and are approximate only. EFFECTIVE January 4,2001 n C p- (r) erEE Ain ZOO/ RO] � TY SERVICESE REVIEW #2000-_ R// II DEVELOPMENT APPLICATION REVIEW SHEET 0 PLAN REVIEW ROUTING SLIP 0 ENVIRONMENTAL CHECKLIST REVIEW SHEET 0 OTHER APPLICANT: 5rhN, /€LV PEUELOP$ )T r-,VY ZL RECEIVED FROM Xi /7,17 JOB ADDRESS: 20 7 - 2/q rpl<F/ .( ff.�s WO# (date) NATURE OF WORK: Ceti/ GC- �JF► BUILD G GREEN# Pf SPECIAL ASSESSMENTS AND CONNECTION FEES APPLIED NEED MORE INFORMATION: ❑ LEGAL DESCRIPTION ❑ SPECIAL ASSESSMENTS AND CONNECTION FEES ESTIMATED 0 SQUARE FOOTAGE 0 VICINITY MAP ❑ NOT APPROVED FOR APPLICATION OF FEES 0 FRONT FOOTAGE ❑ OTHER ❑ VESTED ❑ NOT VESTED ❑ This fee review supersedes and cancels fee review# dated C PARENT PID#(subject to change)_ SUBJECT PROPERTY PID# 72.3/52-123 , /236 /2'/d,/Zy ❑ King Co.Tax Acct#(new) It is the intent of this development fee analysis to put the developer/owner on notice,that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. The following quoted fees do NOT include inspection fees,side sewer permits,r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt)WATER Latecomer Agreement(pvt)WASTEWATER Latecomer Agreement(pvt)OTHER Special Assessment District/WATER —0 Special Assessment District/WASTEWATER Joint Use Agreement(METRO) Local Improvement District * Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS SYSTEM DEVELOPMENT CHARGE-WATER #OF UNITS/ SDC FEE O Pd Prey. 0 Partially Pd (Ltd Exemption) * Never Pd SQ. FTG. Single family residential$850/unit x Mobile home dwelling unit$680/unit in park Apartment, Condo$510/unit not in CD or COR zones x Commercial/Industrial, $0.113/sq. ft. of property(not less than$850.00)x Zt 7577 3 3 (/ , 7S Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter t2,80o GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER ❑ Pd Prey. 0 Partially Pd(Ltd Exemption) a Never Pd Single family residential dwelling unit$585/unit x Mobile home dwelling unit$468/unit x Apartment, Condo$350/unit not in CD or COR zones x Commercial/Industrial, $0.078/sq. ft. of property(not less than$585.00)X 2.9 7 0 2 3 20. sd REDEVELOPMENT CREDIT: (New-Old Flow)/New Flow X Above Fees SYSTEM DEVELOPMENT CHARGE-SURFACEWATER ❑ Pd Prey. 0 Partially Pd (Ltd Exemption) I Never Pd Single family residential and mobile home dwelling unit$385/unit x All other properties$0.129/sq ft of new impervious area of property x /Yo file Et) v (not less than$385.00) /2/24512.6ve I PRELIMINARY TOTAL $ .5 g 2 -2S Signature of Reviewing Au I)pity DATE gin `/ E- /S 64 a o *If subject property is within an LID, it is developers responsibility to check with the inane Dept. for paid/un-paid status. n 0 **The square footage figures used are taken from the King County Assessor's map and are approximate only. /jltyr n, _ ) ,r-f1 c:/template/feeapp/tgb EFFECTIVE July 16, 1995/Ord.Nos.4506,4507,4508,4525,and 4526 [ (�'(/ ,(U�u� �i✓ `AS fie c✓)ni C CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: January 3, 2001 TO: Steve Taylor FROM: Owen Dennison(#6576 SUBJECT: City Center Building(LUA-00-155, SA-H,ECF) . The proposal appears to be generally consistent with the policies in the Downtown Element of the Comprehensive Plan. However, the Economic Development Department perceives several areas where clarification or modification may be helpful in fully assessing consistency or achieving greater consistency with the policies. • The policies encourage streetscapes that create a positive environment for pedestrians. It appears that street trees and planters are intended as part of the proposal. A landscaping plan would assist in identifying areas where such enhancements would occur. • It would add to pedestrians' safety and comfort, as well as softening the verticality of the facades to include awnings along the street sides of the proposed structures. The office structure includes certain features that create pedestrian level interest and protection such as the windows, light fixtures and some architectural overhang above the second story. Therefore, it does not appear as critical for this building. However, except for the pedestrian entry, the parking structure lacks any pedestrian-scale features or amenities. If it can be incorporated into the design of the structure, an awning would increase consistency with the intent of the policies to enhance the streetscape. • The policies encourage design techniques to minimize the visual impact of parking structures. An awning integrated with the design of the structure would be constructive in breaking up the façade. It would be helpful to see elevations that identify colors, materials, textures, or other surface treatment for the parking structure. • Finally, the policies emphasize pedestrian safety. Since pedestrians may be inclined to cross from the garage to the office structure mid-block, it may be beneficial to improve the Main and S. 2nd intersection by some method to encourage crossing at the crosswalk. Applicable policies include the following: Objective DT-F. Improve the visual, physical and experiential quality, lighting and safety, especially for pedestrians, along downtown streets. Policy DT-46. Downtown gateways should employ distinctive landscaping, signage, art, architectural style and similar techniques to better delineate the downtown and enhance its unique character. \\CENTRAL\SYSZDEPTS\FINANCE\ECON_DEV\EconomicDevelopment\STRATPLN\PLANNING\GREEN-F\CityCentendoc\od Policy DT-55. Public amenities, such as art, fountains, or similar features should be incorporated into the design of public areas, major streets and gateways of the downtown. Policy DT-56. Create downtown focal points that provide spaces for community events and pedestrian activity. Policy DT-47. Parking lots and structures should employ and maintain landscaping and other design techniques to minimize the visual impacts of these uses. LU-310. Enhancement of public amenity features(e.g.parks,plazas, recreational areas), beyond those required for mitigation of adverse environmental impacts, should be encouraged. LU-316. The design of pedestrian facilities should address safety as a first priority. Adequate separation of cars and pedestrians, reducing curb cuts, and providing adequate street crossings and lighting are appropriate methods. Policy LU-290. Street trees should be used to reinforce visual corridors on major boulevards and streets. cc: Betty Nokes \\CENTRAL\SYS2\DEPTS\FINANCE\ECON_DEV\EconomicDevelopment\STRATPLN\PLANNING\GREEN-P\CityCenter.doc\od • City of Renton Department of Planning/Building/Public Works ` ENVIRONMENTAL & DEVELOPMENT-APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: [CON,)W tL Delldbp RAIATCOMMENTS DUE: DECEMBER 29, 2000 APPLICATION NO: LUA-00-155,SA-H,ECF DATE CIRCULATED: DECEMBER 14r2 APPLICANT: Stonefield Development Company PROJECT MANAGER: Steve Taylor >T k ofr ri�;'i' PROJECT TITLE: CITY CENTER BUILDING WORK ORDER NO: 78761 • DEC 1 4 2000 LOCATION: 207-219 Main Avenue South and 212-222 Main Avenue South ECONom!c.UEvELOPMENT, nip A •ten SITE AREA: 50,000 sq.ft: (1.15 acre) BUILDING AREA(gross): 249,204 sjq.ft.i#atratei tl'0146liNC SUMMARY OF PROPOSAL: The proposal includes a six-story 137,370 sq.ft.office building containing a 12,494 sq.ft.grade level garage and 124,876 sq.ft.of leasable space. To serve the needs of the office building the project will also include a six-story parking garage,containing approximately 391 parking stalls,to be located across the street on land leased from the City of Renton. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet • B. POLICY-RELATED COMMENTS • • C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal Signature of Director or Authorized Representative Date Routing Rev.10/93 Ij _ ,r" killiallitgangle. ...:.:.: ��•�aOPME T S ! IO ............... PROPERTY:PER .O'W e'sue '�`?30Q`'eetf'o>thb c ...... ................. ......:........... ...:...:....:........ City Center Building PROJECT NAME: APPLICATION NO: L.Uf - ciO ' 155 , Sw y H , Eft The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER See attached schedules • • • (Attach additional sheets, if necessary) • • (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER • Applicant Certification • I FS 2)EVE'�pp r (r Lt, hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: Title Company Records ❑ King County Assessors Records STo F//t-7) PElr1-oPie'►i ^trCd t� I / o'...-,6\31 HUq , .' Signed y JQtc.G.G.. -�• �cs.�c" �� Date / !/ oo �.•GoMM• fxp•• (Applicant)7'ilat-.4a5•1 OTAR NOTARY * puBt_ a _; ATTESTED: Subscribed and sworn before me, a Notaa Eublic, in and for the State of V1Fi• f e°. o.s residing at t—\''r\ . 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ATT.EST..:.... ...... .:.. :� : :...,....<. :::.::�..........�.:.:�.:.:::.:::::.:::,..:.::.............. .:.:.::.:::.,.:.:::.�:::.::::,:::.,.,.:::::::::.:.:�:....::::, -�>::::� ..�::".::..: <:.'.:.:::::>::.;::;:.:.;:'.?'.:.:.;?:.?,:??:.;:..on;the,? ��-.day,.?off,.. tom.,:: .:•::..:.:.: :..::.:.:�. .L??::?;..��.::>::?:;:<:::;>•:>::::;::�::t:':;:...�.::: listprop.doc REV 03100 MARILYN KAMCHEFF MY PPPOiNTMVIENT EXPIRES:6-29-Op Schedule A - Office Building Site Parcel #'s 723150-1230, 723150-1235, 723150-1240, and 723150-1245 PARCEL LAND USE SITE ADDRESS CITY YR ZONE OWNER'S NAME MAILING ADDRESS CITY STATE ZIP LAND USE CODE NUMBER BLT 000720 0082 123 Main Ave S Renton 1924 RM-U Macdonald E B 123 Main Ave S Renton Wa 98055 002 RES,SINGLE FAMILY 000720 0085 122 Wells Ave S Renton 1937 RM-U Gooden Family Living Trust 5763 S Oaklawn PI Seattle Wa 98118 002 RES,SINGLE FAMILY 723150 0860 BEN'S LOANS 1005 S 2Nd St Renton 1980 CD Patas Family L L C 1815 Rolling Hills Ave SE Renton Wa 98055 101 COM,RETAIL STORE 723150 0880 PARKING LOT 212 Main Ave S Renton CD City Of Renton 200 Mill Ave S Renton Wa 98055 159 PUB,PARKING,ASSOCIATED 723150 0885 PARKING LOT 218 Main Ave S Renton CD City Of Renton 200 Mill Ave S Renton Wa 98055 159 PUB,PARKING,ASSOCIATED 723150 0895 PARKLING LOT 222 Main Ave S Renton CD City Of Renton 200 Mill Ave S Renton Wa 98055 159 PUB,PARKING,ASSOCIATED 723150 0900 RETAIL 226 Main Ave S Renton 1946 CD Laird Norton Trust Company 801 2Nd Ave#1600 Seattle Wa 98104 101 COM,RETAIL STORE 723150 0905 UPTOWN GLASSWORKS 230 Main Ave S Renton 1922 CD Divelbiss Charles G 230 Main Ave S Renton Wa 98055 101 COM,RETAIL STORE 7 0910 VACANT LAND 232 Main Ave S Renton CD City Of Renton 200 Mill Ave S Renton Wa 98055 309 VACANT,COMMERCIAL 7 0915 CITY OF RENTON MUSEUM 235 Mill Ave S Renton 1941 CD City Of Renton 200 Mill Ave S Renton Wa 98055 157 REC,ART GALLERY,MUSEUM 723150 0960 FIRE STATION 211 Mill Ave S Renton 1941 CD City Of Renton 200 Mill Ave S Renton Wa 98055 172 PUB,GOVERNMENTAL 723150 0965 CEDAR RIVER COURT 1020 Bronson Way N Renton 1995 CD Cedar River Court Apartment 8746 S 113Th St Seattle Wa 98178 011 RES,APARTMENT 723150 0970 PARKING FOR MINOR 0965 115 Main Ave S Renton CD Braunschweig Caren A;Louis E 916 S 2Nd St Renton Wa 98055 159 PUB,PARKING,ASSOCIATED 723150 1010 CITY OF RENTON ANNEX 1010 S 2Nd St Renton 1950 CD Young Women's Christian Assoc 1118 5Th Ave Seattle Wa 98101 106 OFF,OFFICE BUILDING 723150 1020 SMALL OFFICE 1000 S 2Nd St Renton 1946 CD Bradford Dean Kent 1000 S 2Nd St Renton Wa 98055 106 OFF,OFFICE BUILDING 723150 1050 GARAGE AND RETAIL 123 Mill Ave S Renton 1955 CD Bamett Mark 2723 34Th Ave S Seattle Wa 98144 216 IND,SERVICE BLDG 723150 1090 PRESTIGE PORTRAITS 126 Wells Ave S Renton 1979 CD Esell Corporation 126 Wells Ave S Renton Wa 98055 101 COM,RETAIL STORE 723150 1095 PARKING 902 S 2Nd St Renton CD First Federal Savings;Loa PO Box 358 Renton Wa 98057 159 PUB,PARKING,ASSOCIATED 723150 1110 RETAIL AND OFFICE 912 S 2Nd St Renton 1925 CD Crescent Family Partnership 7510 E Side Dr NE Tacoma Wa 98422 101 COM,RETAIL STORE 723150 1130 131 Main Ave S Renton 1912 CD Cedar River Court Apartment 8746 S 113Th St Seattle Wa 98178 002 RES,SINGLE FAMILY 723150 1135 PARKER PAINT STORE 206 Wells Ave S Renton 1940 CD Fletcher Mike 20925 Maple Valley Hwy Maple Valley Wa 98038 101 COM,RETAIL STORE 723150 1145 RENTON ANTIQUE MALL 210 Wells Ave S Renton 1941 CD Bigley Charles 8718 S 113Th St Seattle Wa 98178 101 COM,RETAIL STORE 723150 1150 THE 212 OFFICE BUILDING 212 Wells Ave S Renton 1946 CD Dixon Lawrence J 212 Wells Ave S#A Renton Wa 98055 106 OFF,OFFICE BUILDING 723150 1155 TALL FASHIONS NORTHWEST 216 Wells Ave S Renton 1926 CD Garrick Thomas E;J Lataine 216 Wells Avs S Renton Wa 98055 101 COM,RETAIL STORE 723150 1160 DAVE AND SUSAN'S CAFE 220 Wells Ave S Renton 1927 CD Divelbiss Charles G 230 Wells Ave S Renton Wa 98055 183 PUB,RESTAURANT,LOUNGE 723150 1165 RETAIL 224 Wells Ave S Renton 1949 CD Barei Mrs Umberto 322 S 15Th St Renton Wa 98055 101 COM,RETAIL STORE 723150 1170 ST Charles Place Antiques 230 Wells Ave S Renton 1910 CD Divelbiss Charles L Md 2226 Cove Dr Oak Harbor Wa 98277 101 COM,RETAIL STORE ---'-0 1175 RETAIL 232 Wells Ave S Renton 1921 CD Delancey Robert C 8464 Island Dr S Seattle Wa 98118 101 COM,RETAIL STORE 0 1180 RETAIL BUILDING 916 S 3Rd St Renton 1916 CD Divelbiss Charles L 916 S 3Rd St Renton Wa 98055 101 COM,RETAIL STORE 723150 1185 CEDAR RIVER ANTIQUE MALL 900 S 3Rd St Renton 1909 CD Dixon Lawrence J 212 Wells Ave S#A Renton Wa 98055 101 COM,RETAIL STORE 723150 1200 RETAIL STORES/APTS 934 S 3Rd St Renton 1908 CD Moscatel Harry N 2708 Beacon Ave S Seattle Wa 98144 101 COM,RETAIL STORE 723150 1215 VALLEY COMM PLAYERS 231 Main Ave S Renton 1953 CD Barei Mrs Umberto 322 S 15Th St Renton Wa 98055 101 COM,RETAIL STORE 723150 1220 BUNKHOUSE TAVERN 227 Main Ave S Renton 1927 CD Wiemeyer Charles Allen 1220 W 5Th Renton Wa 98055 188 PUB,TAVERN,LOUNGE 723150 1225 DETOUR TAVERN 221 Main Ave S Renton 1929 CD Scholton Corp 3506 Park Ave N Renton Wa 98056 188 PUB,TAVERN,LOUNGE 723150 1270 ARMONDO'S RESTAURANT 911 S 3Rd St Renton 1938 CD Schumsky Donald W;Marg 2019 Jones Ave NE Renton Wa 98055 183 PUB,RESTAURANT,LOUNGE 723150 1825 RETAIL BUILDING 801 S 2Nd St Renton 1946 CD South Renton Street LIc 5363 S Kenyon St Seattle Wa 98118 101 COM,RETAIL STORE 723150 1830 ASPHALT PARKING Wells Ave S Renton CD South Renton Street Llc 700 5Th Ave#6000 Seattle Wa 98104 159 PUB,PARKING,ASSOCIATED 723150 1845 TUTTOLINI'S SPORTS BAR 208 Williams Ave S Renton 1952 CD Rosa James D 2724 Benson Rd S Renton Wa 98055 188 PUB,TAVERN,LOUNGE 723150 1850 OFFICE 222 Williams Ave S Renton 1954 CD Pham Tuyenl;Nguyen Bao Ngoc 1000 N 33Rd St Renton Wa 98056 106 OFF,OFFICE BUILDING 723150 1870 RETAIL STORE 800 S 3Rd St Renton 1910 CD Cugini Land;Timber Co PO Box 359 Renton Wa 98057 101 COM,RETAIL STORE 723150 1875 RUBATTINOS RESTAURANT 804 S 3Rd St Renton 1927 CD Rebecca's Food Enterprises Inc 808 S 3Rd St Renton Wa 98055 183 PUB,RESTAURANT,LOUNGE 723150 1880 RETAIL STORE 810 S 3Rd St Renton 1927 CD Rebecca's Food Enterprises Inc 808 S 3Rd St Renton Wa 98055 101 COM,RETAIL STORE 723150 1900 WESTERN HOTEL 824 S 3Rd St Renton 1910 CD Delancey Robert C;Beverly 8464 Island Dr S Seattle Wa 98118 101 COM,RETAIL STORE 723150 1905 GRAVEL PARKING LOT S 3Rd St Renton CD Delancey Robert C 8464 Island Dr S Seattle Wa 98118 159 PUB,PARKING,ASSOCIATED 723150 1910 LOUISA BLDG 227 Wells Ave S Renton 1924 CD Barei Mrs Umberto 322 S 15Th St Renton Wa 98055 101 COM,RETAIL STORE 723150 1920 RETAIL 217 Wells Ave S Renton 1908 CD Cde Partnership 3759 SW Grayson St Seattle Wa 98126 101 COM,RETAIL STORE 723150 1930 FIRST SVGS BK OF RENTON 213 Wells Ave S Renton CD First Federal Savings;Ln PO Box 360 Renton Wa 98057 159 PUB,PARKING,ASSOCIATED Schedule A - Office Building Site Parcel #'s 723150-1230, 723150-1235, 723150-1240, and 723150-1245 PARCEL LAND USE SITE ADDRESS CITY YR ZONE OWNER'S NAME MAILING ADDRESS CITY STATE ZIP LAND USE CODE NUMBER BLT 723150 1935 FIRST SVGS BK OF RENTON 201 Wells Ave S Renton 1974 CD First Federal Savings;Loa PO Box 358 Renton Wa 98057 162 PUB,BANK 723150 1940 FIRST SVGS BK OF RENTON 209 Wells Ave S Renton 1968 CD Custer C L PO Box 358 Renton Wa 98057 162 PUB,BANK 723150 1979 U.S.BANK 858 S 2Nd St Renton 1967 CD U S Bank Of Washington 2800 E Lake St#Lake0012 Minneapolis Mn 55406 162 PUB,BANK 723150 2005 PARKING LOT Well Ave S Renton RM-U Bemondo Family LP 1835 NE 12Th St Renton Wa 98056 180 PUB,PARKING,COMMERCIAL 2 Schedule B - Parking Garage Site Parcel #'s 723150-0885, 723150-0880, and 723150-0895 PARCEL LAND USE SITE ADDRESS CITY YR ZONE OWNER'S NAME MAILING ADDRESS CITY STATE ZIP LAND USE CODE NUMBER BLT 000720 0050 RENTON CITY HALL 200 Mill Ave S Renton 1968 CD City Of Renton 200 Mill Ave S Renton Wa 98055 172 PUB,GOVERNMENTAL 723150 0720 304 OFFICE BUILDING 304 Main Ave S Renton 1979 CD Yeh Hsushi 2810 N Vista View Dr Tacoma Wa 98407 106 OFF,OFFICE BUILDING 723150 0725 PARKING 310 Main Ave S Renton CD City Of Renton 200 Mill Ave S Renton Wa 98055 180 PUB,PARKING,COMMERCIAL 723150 0726 PIPE LINE RNV S 3Rd St Renton CD City Of Seattle 710 2Nd Ave#10Th Seattle Wa 98104 266 IND,UTILITY,PUBLIC 723150 0730 Y W C A OFFICE 1015 Houser Way S Renton 1957 CD Renton Area Mutli Service 1025 3Rd Ave S Renton Wa 98055 106 OFF,OFFICE BUILDING 723150 0840 Renton Area Multi Service Ctr 1025 S 3Rd St Renton 1900 CD Renton Area Youth And Family Services 1025 S 3Rd St#B Renton Wa 98055 165 PUB,CHURCH,RELIGIOUS 723150 0860 BEN'S LOANS 1005 S 2Nd St Renton 1980 CD Patas Family L L C 1815 Rolling Hills Ave SE Renton Wa 98055 101 COM,RETAIL STORE 7 0900 RETAIL 226 Main Ave S Renton 1946 CD Laird Norton Trust Company 801 2Nd Ave#1600 Seattle Wa 98104 101 COM,RETAIL STORE 7 0905 UPTOWN GLASSWORKS 230 Main Ave S Renton 1922 CD Divelbiss Charles G 230 Main Ave S Renton Wa 98055 101 COM,RETAIL STORE 723150 0910 VACANT LAND 232 Main Ave S Renton CD City Of Renton 200 Mill Ave S Renton Wa 98055 309 VACANT,COMMERCIAL 723150 0915 CITY OF RENTON MUSEUM 235 Mill Ave S Renton 1941 CD City Of Renton 200 Mill Ave S Renton Wa 98055 157 REC,ART GALLERY,MUSEUM 723150 0960 FIRE STATION 211 Mill Ave S Renton 1941 CD City Of Renton 200 Mill Ave S Renton Wa 98055 SERVICE 723150 0965 CEDAR RIVER COURT 1020 Bronson Way N Renton 1995 CD Cedar River Court Apartment 8746 S 113Th St Seattle Wa 98178 011 RES,APARTMENT 723150 0970 PARKING FOR MINOR 0965 115 Main Ave S Renton CD Braunschweig Caren A;Louis E 916 S 2Nd St Renton Wa 98055 159 PUB,PARKING,ASSOCIATED 723150 1010 CITY OF RENTON ANNEX 1010 S 2Nd St Renton 1950 CD Young Women's Christian Assoc 1118 5Th Ave Seattle Wa 98101 106 OFF,OFFICE BUILDING 723150 1020 SMALL OFFICE 1000 S 2Nd St Renton 1946 CD Bradford Dean Kent 1000 S 2Nd St Renton Wa 98055 106 OFF,OFFICE BUILDING 723150 1050 GARAGE AND RETAIL 123 Mill Ave S Renton 1955 CD Bamett Mark 2723 34Th Ave S Seattle Wa 98144 216 IND,SERVICE BLDG 723150 1095 PARKING 902 S 2Nd St Renton CD First Federal Savings;Loa PO Box 358 Renton Wa 98057 159 PUB,PARKING,ASSOCIATED 723150 1110 RETAIL AND OFFICE 912 S 2Nd St Renton 1925 CD Crescent Family Partnership 7510 E Side Dr NE Tacoma Wa 98422 101 COM,RETAIL STORE 723150 1135 PARKER PAINT STORE 206 Wells Ave S Renton 1940 CD Fletcher Mike 20925 Maple Valley Hwy Maple Valley Wa 98038 101 COM,RETAIL STORE 723150 1145 RENTON ANTIQUE MALL 210 Wells Ave S Renton 1941 CD Bigley Charles 8718 S 113Th St Seattle Wa 98178 101 COM,RETAIL STORE 723150 1150 THE 212 OFFICE BUILDING 212 Wells Ave S Renton 1946 CD Dixon Lawrence J 212 Wells Ave S#A Renton Wa 98055 106 OFF,OFFICE BUILDING 723150 1155 TALL FASHIONS NW 216 Wells Ave S Renton 1926 CD Garrick Thomas E:J Lataine 216 Wells Avs S Renton Wa 98055 101 COM,RETAIL STORE 723150 1160 DAVE AND SUSAN'S CAFE 220 Wells Ave S Renton 1927 CD Divelbiss Charles G 230 Wells Ave S Renton Wa 98055 183 PUB,RESTAURANT,LOUNGE 723150 1165 RETAIL 224 Wells Ave S Renton 1949 CD Barei Mrs Umberto 322 S 15Th St Renton Wa 98055 101 COM,RETAIL STORE 723150 1170 ST Charles Place Antiques 230 Wells Ave S Renton 1910 CD Divelbiss Charles L Md 2226 Cove Dr Oak Harbor Wa 98277 101 COM,RETAIL STORE 723150 1175 RETAIL 232 Wells Ave S Renton 1921 CD Delancey Robert C 8464 Island Dr S Seattle Wa 98118 101 COM,RETAIL STORE D 1180 RETAIL BUILDING 916 S 3Rd St Renton 1916 CD Divelbiss Charles L 916 S 3Rd St Renton Wa 98055 101 COM,RETAIL STORE .__._3 1185 CEDAR RIVER ANTIQUE MALL 900 S 3Rd St Renton 1909 CD Dixon Lawrence J 212 Wells Ave S#A Renton Wa 98055 101 COM,RETAIL STORE 723150 1200 RETAIL STORES/APTS 934 S 3Rd St Renton 1908 CD Moscatel Harry N 2708 Beacon Ave S Seattle Wa 98144 101 COM,RETAIL STORE 723150 1215 VALLEY COMM PLAYERS 231 Main Ave S Renton 1953 CD Barei Mrs Umberto 322 S 15Th St Renton Wa 98055 101 COM,RETAIL STORE 723150 1220 BUNKHOUSE TAVERN 227 Main Ave S Renton 1927 CD Wiemeyer Charles Allen 1220 W 5Th Renton Wa 98055 188 PUB,TAVERN,LOUNGE 723150 1225 DETOUR TAVERN 221 Main Ave S Renton 1929 CD Scholton Corp 3506 Park Ave N Renton Wa 98056 188 PUB,TAVERN,LOUNGE 723150 1230 VAC LAND 219 Main Ave S Renton CD Renton Cornerstone Investments 212 Wells Ave S#A Renton Wa 98055 309 VACANT,COMMERCIAL 723150 1235 ASPHALT PARKING 217 Main Ave S Renton CD Renton Cornerstone Investments 207 Main Ave S Renton Wa 98055 159 PUB,PARKING,ASSOCIATED 723150 1240 ASPHALT PARKING 215 Main Ave S Renton CD Renton Cornerstone Investments 207 Main Ave S Renton Wa 98055 159 PUB,PARKING,ASSOCIATED 723150 1245 BILL'S BAR B Q 207 Main Ave S Renton 1941 CD Renton Cornerstone Investments 207 Main Ave S Renton Wa 98055 183 PUB,RESTAURANT,LOUNGE 723150 1255 OFFICE&RETAIL 901 S 3Rd St Renton 1953 CD George Properties PO Box 623 Renton Wa 98057 101 COM,RETAIL STORE 723150 1270 ARMONDO'S RESTAURANT 911 S 3Rd St Renton 1938 CD Schumsky Donald W;Marg 2019 Jones Ave NE Renton Wa 98055 183 PUB,RESTAURANT,LOUNGE 768500 0010 PARKING LOT 1100 N 2Nd St Renton CD City Of Renton 200 Mill Ave S Renton Wa 98055 180 PUB,PARKING,COMMERCIAL Smooth Feed SheetsTM s�h�dule Use template for 5160® #Ouui20 0082 • #NUMBER # Macdonald E B' 123 Main Ave S Renton Wa 98055 • #000720 0085 #723150 0860 #723150 0880 Gooden Family Living Trust Patas Family L L C City Of Renton 5763 S Oaklawn P1 1815 Rolling Hills Ave SE . 200 Mill Ave S Seattle Wa 98118 Renton Wa 98055 Renton Wa 98055 #723150 0885 #723150 0895 #723150 0900 City Of Renton City Of Renton Laird Norton Trust Company 200 Mill Ave S 200 Mill Ave S 801 2Nd Ave#1600 Renton Wa 98055 Renton Wa 98055 Seattle Wa 98104 #723150 0905 #723150 0910 #723150 0915 Divelbiss Charles G City Of Renton City Of Renton 230 Main Ave S 200 Mill Ave S 200 Mill Ave S Renton Wa 98055 Renton Wa 98055 Renton Wa 98055 #723150 0960 #723150 0965 #723150 0970 City Of Renton Cedar River Court Apartment Braunschweig Caren A;Louis E 200 Mill Ave S 8746 S 113Th St 916 S 2Nd St Renton Wa 98055 Seattle Wa 98178 Renton Wa 98055 #723150 1010 #723150 1020 #723150 1050 Young Women's Christian Assoc Bradford Dean Kent Barnett Mark 1118 5Th Ave 1000 S 2Nd St 2723 34Th Ave S Seattle Wa 98101 Renton Wa 98055 Seattle Wa 98144 #723150 1090 #723150 1095 #723150 1110 Esell Corporation First Federal Savings;Loa Crescent Family Partnership 126 Wells Ave S PO Box 358 7510 E Side Dr NE Renton Wa 98055 Renton Wa 98057 Tacoma Wa 98422 #723150 1130 #723150 1135 #723150 1145 Cedar River Court Apartment Fletcher Mike • Bigley Charles 8746 S 113Th St 20925 Maple Valley Hwy 8718 S 113Th St Seattle Wa 98178 Maple Valley Wa 98038 Seattle Wa 98178 #723150 1150 #723150 1155 #723150 1160 Dixon Lawrence J Garrick Thomas E;J Lataine Divelbiss Charles G 212 Wells Ave S#A 216 Wells Avs S 230 Wells Ave S Renton Wa 98055 Renton Wa 98055 Renton Wa 98055 #723150 1165 #723150 1170 #723150 1175 Barei Mrs Umberto Divelbiss Charles L Md Delancey Robert C 322 S 15Th St 2226 Cove Dr 8464 Island Dr S Renton Wa 98055 Oak Harbor Wa 98277 Seattle Wa 98118 IA AVERY® Address Labels Laser 5960TM C' r Smooth Feed SheetsTM Use template for 5160® • #723150 1180 #723150 1185 #.723150 1200 • Divelbiss Charles L ' Dixon Lawrence J Moscatel Harry N 916 S 3Rd SA/. 212 Wells Ave S#A 2708 Beacon Ave S Renton Wa 98055 ' Renton Wa 98055 Seattle Wa 98144 #723150 1215 #723150 1220 Barei Mrs Umberto #723150 1225 Wiemeyer.Charles Allen Scholton Corp 322 S 15Th St 1220 W 5Th 3506 Park Ave N Renton Wa 98055 Renton Wa 98055 Renton Wa 98056 V 723150 1270 #723150 1825 #723150 1830 3chumsky Donald W;Marg South Renton Street Llc ?019 Jones Ave NE South Renton Street Llc 5363 S Kenyon St 700 5Th Ave#6000 tenton Wa 98055 Seattle Wa 98118 Seattle Wa 98104 723150 1845 #723150 1850 #723150 1870 Cosa James D Pham Tuyenl;Nguyen Bao Ngoc 724 Benson Rd S 1000 N 33Rd St g Cugini Land;Timber Co :enton Wa 98055 PO Box 359 Renton Wa 98056 Renton Wa 98057 723150 1875 #723150 1880 #723150 1900 ebecca's Food Enterprises Inc Rebecca's Food Enterprises Inc Delancey Robert C;Beverly 38 S 3Rd St 808 S 3Rd St 8464 Island Dr S enton Wa 98055 Renton Wa 98055 Seattle Wa 98118 723150 1905 #723150 1910 #723150 1920 elancey Robert C Barei Mrs Umberto Cde Partnership 64 Island Dr S 322 S 15Th St 3759 SW Grayson St !attle Wa 98118 Renton Wa 98055 Seattle Wa 98126 723150 1930 #723150 1935 #723150 1940 rst Federal Savings;Ln First Federal Savings;Loa )Box 360 Custer C L PO Box 358 PO Box 358 :nton Wa 98057 Renton Wa 98057 Renton Wa 98057 123150 1979 #723150 2005 S Bank Of Washington • Bemondo Family LP 00 E Lake.St#Lake0012 1835 NE 12Th St nneapolis Mn 55406 Renton Wa 98056 # # # # o///.\t AMP DAM A -1- Smooth Feed SheetsTM -J-.dulk, 1 Use template for 5160® #000720 0050 City Of Renton '# 200 Mill Ave S Renton Wa 98055 #723150 0720 #723150 0725 #723150 0726' Yeh Hsushi City Of Renton City Of Seattle 2810 N Vista View Dr 200 Mill Ave S 710 2Nd Ave#10Th Tacoma Wa 98407 Renton Wa 98055 Seattle Wa 98104 #723150 0730 #723150 0840 #723150 0860 Renton Area Mutli Service Renton Area Youth And Family Services Patas Family L L C 1025 3Rd Ave S 1025 S 3Rd St#B 1815 Rolling Hills Ave SE Renton Wa 98055 Renton Wa 98055 Renton Wa 98055 #723150 0900 #723150 0905 #723150 0910 Laird Norton Trust Company Divelbiss Charles G City Of Renton 801 2Nd Ave#1600 230 Main Ave S 200 Mill Ave S Seattle Wa 98104 Renton Wa 98055 Renton Wa 98055 #723150 0915 #723150 0960 #723150 0965 City Of Renton City Of Renton Cedar River Court Apartment 200 Mill Ave S 200 Mill Ave S 8746 S 113Th St Renton Wa 98055 Renton Wa 98055 Seattle Wa 98178 #723150 0970 #723150 1010 #723150 1020 Braunschweig Caren A;Louis E Young Women's Christian Assoc Bradford Dean Kent 916 S 2Nd St 1118 5Th Ave 1000 S 2Nd St Renton Wa 98055 Seattle Wa 98101 Renton Wa 98055 #723150 1050 #723150 1095 #723150 1110 Barnett Mark First Federal Savings;Loa Crescent Family Partnership 2723 34Th Ave S PO Box 358 7510 E Side Dr NE Seattle Wa 98144 Renton Wa 98057 Tacoma Wa 98422 #723150 1135 #723150 1145 #723150 1150 Fletcher Mike Bigley Charles • Dixon Lawrence J 20925 Maple Valley Hwy . 8718:S 113Th St 212 Wells Ave S#A Maple Valley Wa 98038 Seattle Wa 98178 Renton Wa 98055 #723150 1155 ##723150 1160 #723150 1165 ' Garrick Thomas E;J Lataine Divelbiss Charles G Barei Mrs Umberto 216 Wells Avs S 230 Wells Ave S 322 S 15Th St Renton Wa 98055 Renton Wa 98055 Renton Wa 98055 #723150 1170 #723150 1175 #723150 1180 Divelbiss Charles L Md Delancey Robert C Divelbiss Charles L 2226 Cove Dr 8464 Island Dr S 916 S 3Rd St Oak Harbor Wa 98277 Seattle Wa 98118 Renton Wa 98055 inAVERY® Address Labels Laser 5960TM Smooth,Feed SheetsTM Use template for 5160® #723150 1.185 #723150 1200 • #i2i i 50 1215 Dixon Lawre J Moscatel Harry N Barei Mrs Umberto 212 W s ve S#A 2708 Beacon Ave S 322 S 15Th St Renton Wa 98055 Seattle Wa 98144 Renton Wa 98055 #723150 1220 #723150 1225 #723150 1230 Wiemeyer Charles Allen Scholton Corp Renton Cornerstone Investments 1220 W 5Th 3506 Park Ave N 212 Wells Ave S#A Renton Wa 98055 Renton Wa 98056 Renton Wa 98055 #723150 1235 #723150 1240 #723150 1245 Renton Cornerstone Investments Renton Cornerstone Investments Renton Cornerstone Investments 207 Main Ave S 207 Main Ave S 207 Main Ave S Renton Wa 98055 Renton Wa 98055 Renton Wa 98055 #723150 1255 #723150 1270 #768500 0010 George Properties Schumsky Donald W;Marg City Of Renton PO Box 623 2019 Jones Ave NE 200 Mill Ave S Renton Wa 98057 Renton Wa 98055 Renton Wa 98055 # # # # # # # # # # # # # # # : # # v0 AVERY® Address Labels Laser 59607m Uti�Y O� . • NOTICE OF APPLICATION Comments on the above application must be submitted In writing to Steve Taylor,Project Manager,Development Services AND PROPOSED DETERMINATION OF NON- Division,1055 South Grady Way,Renton,WA 98055,by5:00 PM on January 2,2000.This matter is also scheduled for a public hearing on February 13,2001,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South SIGNIFICANCE(DNS) MITIGATED Grady 30-7282,to ensure that the hearingu are interested ihastnotbeen hearing,d it comments cannot btact the e ubmttedment fces Division. i ehtby the date indicated above,you may Still appear at the hearing and present your comments on the proposal before the Hearing y Examiner.If you have questions about this proposal,or wish to be made a party of record and receive additional DATE: information by coal,please contact the project manager.Anyone who submits written comments will automatically December 19,2000 I, become a party o(rewrd and call be notified of any deeisfon on this project LAND USE NUMBER: LUA-00.155,SA-H,ECF I CONTACT PERSON: STEVE TAYLOR(425)430-T219 PROJDESCRI DESCRIPTION: CITY CENTER BUILDING ECF PROJECT APPLICATION NAME: PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION 12,494 sq.ft.grade level The proposal Includes a six-story 137,370 sq.ft.office building containing a q• garage and 124,876 sq.ft of leasable space.To serve the needs of the office building the project will also include a six-story parking garage,containing approximately 391 parking stalls,to be located across the street on land leased from the City of Renton. I PROJECT LOCATION: 207-219 Main Avenue South and 212-222 Main Avenue South • OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M):As the Lead Agency,the City of 1I 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 Op0onal DNS(M)process to give notice that a I DNS-M is likely to be Issued.Comment periods for the project and the proposed DNS-M are Integrated Into a single VT0 �� ° _ - comment period.There will be no comment period following the Issuance of the Threshold Determination of Non- Ug 'a -.pj ' Significance Mitigated(DNS-M)-A 14-day appeal period will follow the issuance of the DNS-M. or � u �) � 5� 171"pi N ��L5 i m� r��#4a 1,�,i le Z, h, d r PERMIT APPLICATION DATE: ...-2?0'—.. ,Il Ui• Oti s ',q°5r,,... ~I 9 ,r 51 December 1,2000 d 'T '�F1 I Il• i �\l ..g 11P l 1 e<$;n q,` ', NOTICE OF COMPLETE APPLICATION: December 19,2000 I..lc �t S rt F`) it Y� �6f % Permits/Review Requested: Environmental(SEPA)Review,Hearing Examiner Site Plan u�.cc 55 FFll��{{ • I J" • Approval �u`'�1Rxti� L!ITir:44 g c7 .y3 » ,-..�y,p¢a Other Permits which may he required: Demolition Permits,Construction Permit,Bolding Permit mT3tA��� u>,�7s!jp g, 7 1/4� a `riy �. � � /�� Requested Studies: Geolechnical engineering report,traffic impact analyses,surface water drainage c 9�f. -�� � /// drainage analysis. II f yi Location where application may • y Y "rJ�\1•'I`�•°'?'°.', 3' >" /� 5 *r�s,(� • be reviewed: Planning/Building/Public Works Division,Development Services Department, ��� Q ���".. i SITES-y`_ u,��``,j • 1055 South Grady Way,Renton,WA 9805514 r v /P 41 5�i T M1n�a rANo�°�2 (� - C PUBLIC HEARING: Public hearing scheduled for February 13,2001 before the Renton Hearing �` - }.1�- Examiner in Renton Council Chambers.Hearings begin at 9:00 AM on the 7th 'r`'�' °�.c6 2am ��EI "floor of the new Renton City Hall located at 1055 Grady Way South. ,(n�� �_) R�a'` "�� �p� ,• , CONSISTENCY OVERVIEW; C.SJfi E 17 it "65i a nrmtrcwL s'S. �/ `,- Land Use: f -1n ...L_Mal'.lit .`a.,a 1XI� r The subject site and surrounding properties are zoned Center Duwntnwn(CD) I I - +riI �,, aC 4- .- 'AlJ ,&M Environmental Documents that y a rf 1 tI�[i_`� wmvsm ■Ir IL S —Evaluate the Proposed Project: Traffic Impact Analysis,Preliminary Geotechnicai Engineering Report,Drainage I� �L ' .ytt i chr '� I yl',�Wes'•l I'\ 'Technical Information Report Prelimin rr 1' '�P (Preliminary).Environmental Checklist �stl �r Sal b ,. 2•1 l�nd�;� 'F Development Regulations $• ai .. IY_p r'r� Used For Project Regulations Mitigation: / S'1 it m -"N ..... LL u°- . 1 8 The projeclwili be subject to the Cltys SEPA Ordinance,City of Renton Municipal ° 1 Fsl'b `" gle� ¢�)' • Code,Uniform Building Code,Uniform Fire Code,fan _ 1 r(7 w' Si;Kk_..-f '', v g County Surface *;w, Design Manual and other applicable codes and regulations as appropriate. 1-F"'y 'Pl j `;S j 9 ,7 t9''- '4� Proposed - ... MP p sed Mitigation Measures: ,6 '=•• y;l ®I�� ?,(r�� J�- �� 1. The applicant shall pay the appropriate Fire Mitigation Fee based on$0.52 per square foot of new consbucUon. _ 2. The applicant shall pay the appropriate Traffic Mitigation Fee based on$75.00 per each new average daily trip 'attributable to the project. , • NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION CEI T!FICATION I, 1 ihi',r?e_ u , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on D,r . 1 9 c Zoo o • • Signed: ATTEST: Subcribed zoni before me, a Nortary Public,in and f State of Washington residing �� a--, , on the I�{ day of�. Apo 0 • :i ii I(. i ' PUBLIC Es I E OF WASHING ON MARILYN KAMCHEFF COMMISSIQ I EXPIRES . MY APPOINTMENT EXPIRES:6-29-03 - E��r 20�3 • i _ oA Comments on the above application must be submitted In writing to Steve Taylor,Project Manager,Development Services NOTICE OF APPLICATION Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on December 29,2000.This matter is also scheduled for a public hearing on February 13,2001,at 9:00 AM,Council Chambers;Seventh Floor,Renton City Hall,1055 South Grady Way,Renton.If you are Interested In attending the hearing.please contact the Development Services Division, AND PROPOSED DETERMINATION OF NON' (425)430-7282,to ensure that the hearing has not been rescheduled.If comments cannot be submitted In writing by the SIGNIFICANCE(DNS) MITIGATED date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing • Examiner.'If you have questions about this proposal,or wish to be made a party of record and receive additional Information by mail,please contact the project manager.Anyone who submits written comments will automatically become a party of record end will be notified of any decision on this project. • DATE: December 14,2000 CONTACT PERSON: STEVE TAYLOR(425)430-7219 LAND USE NUMBER: LUA-00-155,SA-H,ECF /PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION •I • APPLICATION NAME: CITY CENTER BUILDING PROJECT DESCRIPTION: The proposal Includes a six-story 137,370 sq.ft.office building containing a 12,494 sq.%L grade level garage and 124,876 sq.fL of leasable space.To serve the needs of the office building the projec will also Include a six-story parking garage,containing approximately 391 parking stalls,to be located across the street on land leased from the City of Renton. PROJECT LOCATION: 207-219 Main Avenue South and 212-222 Main Avenue South 4Tory1 Al ry1PORT 1116. 4 a /'` +: @7 B F,M �am®®`�Pl�^,+I1�• j OPTIONAL DETERMINATION OF NONSIGNIFICANCE,MITIGATED(DNS,M):As the Lead Agency,the City of I J '/ �`�y- d1' �I��6,, m „w `� c,d,Nbr N$ W�i 1 ill/// a'I u, iij x_ �, r-,'''„s9 kSI�.�� 9r Renton has determined that significant environmental Impacts are unlikely P result from the proposed project.Therefore, v ® \\'�J� O• j� ,j�e ���� s;� yv� iy�,, � t ti� as permitted under the RCW 43.21 C.110,the City of Renton is usingthe Optional DNS(M)process to give notice that a 1 itiI • � o��3 ��� If • DNS-M is likely to be Issued.Comment periods for the project end the proposed DNS-M are Integrated into a single .. �'III A, ' I �QgN ; comment period.There will be no comment period following the Issuance of the Threshold Determination of Non- ` _ 17 w r''4. •;' i,.,I,�,,,�,• e, m, ��- Significance Mitigated(DNS-M).A 14-day appeal period will follow the Issuance of the DNS-M. - r\` ki•-zi. a �1 1^e_ -.-j--,a 1't T r G1 { December 1,2000 4A 9 �71F'4i1��t4!Itli4�llAhCr'.�"L'a21{i7trr `�w�i c �u Y� � � ��/A��. PERMIT APPLICATION DATE: p �I�.l-t ' •r� ? d ,Q fi NOTICE OF COMPLETE APPLICATION: Decembernta 2SE .iiEd- 1 rl 1,191x.SL9 '4 'h } I 7,.. ' :glisR +'�y� T cP PermitslReview Requested: Environmental(SEPA)Review,Hearing Examiner Site Plan Approval r.t m" �.r-. • . Other Permits which maybe required: Demolition Permits,Construction Permit,Building Permit r-_•1 rAMMEACULL ::::e: :plicaflnn engineering report,traffic Impact analyses,surface water ;t • samorry reviewd: may -_T s--""---9 r%.. me ^r`' r�'.v '.4... ' be reviewed: 1055 South Grady Way Works Division,Development Services Department, a��,, ?„,rh,`y._ ,ix + co5rMERcLAL �'I0� 1055 South Grady Way,Renton,WA 98055 JY ^ t�.-, �P era COMMERCILL v `� Las �.i �es c errr u w- vn - % --� �COMMERCIAL lr ( xa � mm 0 �lf .�,. PUBLIC HEARING: Public hearing scheduled for February 13,2001 before the Renton Hearing Mn A.. ,� �e. v T',, i e /�� �� Examiner in Renton Council Chambers.Hearings begin al 9:00 AM on the 7th - WA �0�� _� 4.i. .ao„� 38�Clot v, Iry +� �,qua 1 floor of the new Renton City Hall located at 1055 Grad Way South. e= :r.=3o,, s�'�y Y Y p ELitkt n' d)"31 a 1i�65 mi'g ..3=.1 C f CONSISTENCY OVERVIEW: It. rah O L ,,, 1 l v:t T•fir- )O "/�/� ri I ` . t COMMERCIAL - T•�r 4 ri.E �: Land Use: The subject site and surrounding properties are zoned Center Downtown(CD) ^l r r'j_r,•• tit,s�--I ` �Y �i! 'ciF�� Environmental Documents that I �fill�,.).5JI(rl eomMpt I( rIL', �y . u - - Evaluate the Proposed Project: Traffic Impact Analysis.Preliminary Geotechnical Engineering Report,Drainage , ,!F( r, i-.�t � 1 I t ,.4- l _ �� Technical Information Report(Preliminary),Environmental Checklist ��^^]]""„II iPIRI �� s!3 ( I -alufliii I �� �**�,J] Development Regulations ° t y' ` ` Used For Project Mitigation: The project will be subject to the Clt s SEPA Ordinance,City of Renton Munlcit i;v�'t-� _ � r REsmEnrrutt- J t 7'. 6- gum I Mir. ^}t,3fi Code, ManuelFire and other applicable codes and regulations en appropriate. - * � t`'�pn 6 E .i au{m4 m m a ea Rui'b ,0,.1 .. Proposed Mitigation Measures: a • x:a stag` Oa z 4-e" Pu.r '.s.r 46• • a4„: 1S laz li ICE . 4Tl1 ' L y U e, k t, �Lv�ORHOOD P • it 1. The applicant shall pay the appropriate Fire MiBgation Fee based on$0.52 per square foot of new construction. .., ®-I�{I,-. -,' .6_ i i ', < (7 L�J l -el e n 2. The applicant shall pay the appropriate Traffic Mitigation Fee based on$75.00 per each new average daily trip • - attributabletotheproject --- _ _ _._____._---- CERTIFICATION I, Air y� �e y , hereby certify that copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on . �e c . / I ca • Signed: a4„ 72/e--. • ATTEST: Subcribed and sworn before me, a Nortary Public,in and for the State of Washington residing 61 c 9r ,on the a ,/pit day of \R ,, a.(7 o D. • • CITY F RENTON: Planning/Building/Public Works Department. Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor • • • December 14, 2000 • • Mr. Richard Loman . '. Stonefield Development Company, LLC 3011 -80th Avenue SE, Mercer Island,WA 98040 SUBJECT: City Center Building Project No. LUA-00-155,SA=H,ECF: • Dear Mr. Loman: •The Development Planning Section of the .City.of Renton has determined::that the subject application is complete according to submittal requirements and, therefore,;is accepted for.review. _ • It is tentatively scheduled for consideration by the Environmental Review Committee on January 16,:2001. Prior to that review, you will be notified if any additional information is required to continue processing your application. A Public Hearing is scheduled with the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, on February 13,'2001at 9:00 AM to consider the proposed Site Plan. The applicant or representative(s) of the applicant is required to be present at the public hearing:' A.copy of the staff report = will be mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing Please contact me, at(425)430=7219, if you have any questions. Sincerely;'= Steve Taylor . Project Manager • cc: Renton Cornerstone Investments/Owners: occcplanec. -1055 South Gtady Ways.-Renton;Washington 98055 .. - - - OfJ This oaner cnntains 60/racvclad material.20%nost consumer -- • .::::....:.................................:......::::::::.::::::::......:::::::::::::. .,..........................................................................................................:......::M....:..:.::::.. • [ `:y5{;jJ4;'F.,iv''}':isJi•i:?:i.iy,;!:isi•i::?}i;:i`:(: s�'1.:}::isi::C::{:::isv:i�:ii$�{::.�<i. Fi�1�::<::ii.}:i......' •':::i:''j:::is�({:i::'UY::<i::i:::kY:y::: . .Fn�:}ti�?.�:::::;.;:S::is�i::'.Yip}i::i�^}:4.:i::::Y ::?:>i'r: {:'+:i::is:?i:}i•::vi}+:::'::::•::i:::::iii::j:'{.v:i::'i:::::i::ii MA TE APPL•I•:CA :.::::::::::::::::::::..:....................................................................:.........:..:::..::.:..::::::::::::::.::::::: :::::::::::...:....................................:...::.:.:..N.:::...:RIVCATI O N..................:.::::::::...:..................... ............................... .... Ivote,t::If there is.more,than one:;leg;al o:Ywnerr:p ease attach:an::addttlonal.; nbtariie .Ma`sterRppffcatron:f'o'reach.:owner..... PROJECT OR DEVELOPMENT NAME: . NAME: City Center Building -o ffiC&i Renton Cornerstone Investments , R A A : ADDRESS: 212 Wells Avenue S, Suite A PROPS T Ic/PeE�: �B S �S T daln IO Avenue S Garage: 212-222 Main Avenue S CITY: Renton WA ZIP: 98055 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): Office Site: 723150-1230-05 Garage Site: Tax Exempt (see attached) TELEPHONE NUMBER: EXISTING LAND USE(S): 425-255-2424 Office Site: Mostly vacant with single- storycoffee/bake shop p .....PLICANT other than owes:.::. Garage Site: City parking lot PROPOSED LAND USES: NAME: N/A Construct six-story office building and • Six-story parking garage COMPANY (if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Stonefield Development Company, LLC Center Downtown (CD) • ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): 3011 — 80th Avenue SE N/A CITY: ZIP: EXISTING ZONING: Mercer Island, WA 98040 • ` ' Center Downtown (CD) <'\ TELEPHONE NUMBER: 206-624-8950 PROPOSED ZONING (if applicable): >;>::::>;<;:.;.:.:>.::;..::::.:;::>::.:::., :::;;;;•._;:;:;.;::,.:::>::;:<:::»:>«:>•:;::<:>::::::::>::;:::::<:>:>::.>::: N/A NAME: • SITE UTfICe JIjBORouNuu '/- Sf Richard F Loman Garage Site: 20,000+/- sf COMPANY (if applicable): PROJECT VALUE: Stonefield Development Company, LLC $20,000,000+ ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? 3011 — 80th Avenue SE Yes CITY: ZIP: Mercer Island, WA 98040 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER and E-MAIL ADDRESS: No 206-624-8950 rfloakhurst@aol.com . :e L <' E. •• EGAL.D �IITION>:OP>PROP ;: :::....:.:..::;::::..:<:..... ..... ...... . . . .. . ..:,_ ...... . ....:..:ERTY::;(A:ttach:s- �:.Bate':sheet::Ef:::ne.cessar.: .::::::::; �» :<:<:;::<:<:<::;::::'::::::::>�.: • See attached P! :::.:::;::': ... ....:.:... . ... .... .. .. ...::.t _ANNEXATION $ SUBDIVISION: _ COMP. PLAN AMENDMENT $ _ REZONE $ _ LOT LINE ADJUSTMENT $ SPECIAL PERMIT $ _ SHORT PLAT $ _TEMPORARY PERMIT $ _TENTATIVE PLAT $ _ CONDITIONAL USE PERMIT $ PRELIMINARY PLAT $ SITE PLAN APPROVAL $ _ FINAL PLAT' $ _ GRADE & FILL PERMIT . $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ _ VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _WAIVER $ FINAL _WETLAND PERMIT $ _ ROUTINE-VEGETATION • MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ VARIANCE $ EXEMPTION $No Charge X ENVIRONMENTAL REVIEW $ _ REVISION $ • ..... ...:.: . • Renton Corner t ne Investments I, { efrae) L Uncoil , declare that I am (please check one))4.the owner of the property involved in this application,---t e- and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. v a.0ae Renton Cornerstone Investments, F. C °e •° 4.q ATTEST: Subscribed and sworn to before me, a Notary Public, in and A Washington General Partnership % • 10I1!°•, 8 for the State of 1✓4Sti residing at (Name of Owner/Represe -Eve; -,. -Jo. �sg _ �2P �h , on the/•7 day of a�� OTARy m•e Z°, NO 2000. • / ✓ :C �.�, �,: s• g �f P s (Signature of Owner/Re resentativey�e � �i3L1C : o � Larry Dixon, General Partner �o+(1);%.: 9_o?••SOY® (Signature of Notary Public) s sec o Ion t be.com e e .b :.1 t d Cit .Staf f. .> >TOTAL•`.>FEES::»$:> Ei >':<: : >:>>< <<<` ><« :.,,.:::.:'.;,,::>... .......;:::,; ,<._::_.,:;.:.> : >` MASTERAP.DOC REVISED 03/00 • = Land Use Permit Master Application City Center Building Legal Description Office Site: LOTS 16, 17, 18, 19 AND 20 PLAT OF TOWN OF RENTON, AS LAID OUT BY E. M. SMITHERS, I. B. MORRIS AND C. B. SHATTUCK, AS PER PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, RECORDS OF KING COUNTY; EXCEPT THE WEST 5 FEET OF LOTS 16 AND 17 AS DEEDED TO THE CITY OF RENTON BY QUIT CLAIM DEEDS RECORDED UNDER KING COUNTY RECORDING NOS. 7905070628 AND 7905070629; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. • Garage Site: THE SOUTH 25 FEET OF LOT 3 AND ALL OF LOTS 4, 5 AND 6 IN BLOCK 10 OF TOWN OF RENTON, AS PER PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, RECORDS OF KING COUNTY; EXCEPT THE EAST 5 FEET THEREOF, CONDEMNED FOR ALLEY PURPOSES IN KING COUNTY SUPERIOR COURT CAUSE NO. 87129, AS PROVIDED BY ORDINANCE NO. 272 OF THE TOWN OF RENTON; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Land Use Permit Master Application City Center Building King County Assessor's Account Numbers Office Site: 723150-1230-05 Garage Site: 723150-0860-04, 723150-0880-00, 723150-0885-05, and 723150-0895-03 !A/ .. '+-:?n!i•}-•i:}:J}}}}'!+•}:tiff•kL:.}..i?.}}F?tiv'}'•}}:•ii.}:?•: •vi•}Y}:•}:i:ititi4}i':L::.:�v:::::::::::.:�.w.:�:vi::::. �ri Y•iijj%istitiY�tin-:iYiiili�:}�iv+•i'i�:ii ii .......n'v.r.:..v.. ...r.r.......nfi..........tr f.:}.}m::...f••:;}:}}:iiY::ii}iii :::iii:is}:}}}i:�:•}ii::-•::•:•Y}j:}�:•}}i}'•}}:{?{ r 1111111111111111TRANSPORTATIONIIIMITIGATIONEFEEmsesswat . : .:., ... ., r. n {.} :.ti: :. v:•:fv:w;}:v: v::}{n••YA: Project Name STOKEFtet,C:. C'Ty V - (" tAc. . Project Address Math Av s /s. 2trd Contact Person '1 ..\GWA2A Lo►,4tJ Address 3ot1 '2)04)'` AV se I,ASnelz. 1St..wb '18ou0 Phone Number 42S- LASS -53 13 Permit Number Lutk- oo- I SS Project Description OFFtc,G 'QutL.Ou tt OF Ada x0-tA-1-Glr IVA e1L PLUS 3O STAt.I- ou t r Lsu st. 'Nbcg-uJk) qkivAkle AL) AOD�CRotJ Al. 1?A .1. 6��(�,YZAI„�r or.3 G1� D W�t 'pRo Pe-Q-A-1 Land Use Type: • Method of Calculation: ❑ Residential ❑ ITE Trip Generation Manual ❑ Retail , ' Traffic Study Non-retail ❑ Other TPS daKiriA ItIa5l -000 • V6VAck. -Trap Els-mom-to N Calculation: .. p I.re C1 o> 4 C332) SUIa t: O FFAC.G 6tA G,: 12y j 87te* = 1,G 7-1 4.1;s = exX srl.16, kit-DC.,‘ %SOO 9S = - I clb= 1,3-7a 'T'S X = 8 103,350. I' Transportation Mitigation Fee: 103, • 5O. —° Calculated by: IZ.l owoav¶% e K• t1TR+tcX. Date: I 1o21 .I Account Number: Date of Payment City Center Building Project Narrative Project name, size, and location: As currently planned, the City Center Building will be a six-story, Class A office building of approximately 137,370 gross square feet (with 12,494 square feet of grade level garage containing 30 stalls),located at 207-219 Main Avenue South. Rentable area will approximate 124,876 square feet.. To serve the needs of the office building, a six-story parking garage containing approximately 391 parking stalls will be located across the street at 212 —222 Main Avenue South, over land to be long-term leased from the City of Renton. Zoning: The subject site is zoned Center Downtown (CD) as is adjacent properties. Current Use: Presently, the office site is an unpaved vacant lot with an old service station now used as single-story coffee and bakeshop located at the northwest corner. The garage site is currently a paved city public parking lot containing 45 stalls. Special Site Features: The office-building site is rectangular containing approximately 30,000 square feet of land. The property is flat, and contains no special features. The city parking lot is also rectangular and contains approximately 20,000 paved square feet and is flat with no special features. Soil Type: Soil investigation tests indicate the site is underlain with loose to very dense sand and silt 7 to 14 feet over dense gravel and sand. Ground water was encountered at approximately 20 feet. Finish drainage facilities will be constructed according to City standards. c --r 17:.3 1 of 2 Proposed Use of Property: Proposed use is for an office building with a six-story steel frame structure. The façade will be concrete pre-cast panels accented with curtain wall glass. Total size is expected to be 137,370 square feet including 12,494 square feet of garage parking with 30 stalls. The roof height is expected to be 82'3". The separate, six-story, 111,834 square foot parking garage will be constructed of pre-cast concrete panels and will be approximately 60'9" in height and will provide approximately 391 stalls. Both structures will be built lot line to lot line. Both structures will be accessed from Main Avenue South. Off Site Improvements: We anticipate making modifications to existing adjacent sidewalks, fire hydrants, and street trees. Sewer connections and storm connections will be installed according to City specifications. Estimated Construction Cost: For both structures, total estimated construction costs are approximately $12,000,000, excluding tenant improvements and sales tax. Exact market value of the project is to be determined, but will be more than $20,000.00. Estimated Quantities & Type of Materials: Minimum excavation and no fill are planned at this time. Number, Type and Size of Trees to be Removed: a.) Office Site: One (1) 10" diameter deciduous. b.) Garage Site: Ten (10) 8-10" diameter deciduous. Land to be Dedicated to the City: None. Proposed Job Shacks: The usual on-site job shacks and/or trailer offices will be necessary. • Prepared by RFL,Stonefield Development Company,LLC,November 17,2000 2 of 2 • =VELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Calculations, Survey •, Dense ::. Drainage Control Plan 2 Elevations,Architectural 3 AND 4 Existing Covenants (Recorded Copy)4 Existm• .Easements::: RecordedI.Co . .::::::::::::::.:.....:.::::::.;:;:;::::.::.;:::::; :::::.:. .:...:;:.. . .::;..:.:;.....:.::::.:.:::::::.:::::::.::::::::::::::::::..:::.:::.:.:. .:::::.:.::.::::::..;::.:..:;:. .. Flood Plain Map, if applicable a Geotechnical Report 2 AND 3 Grading Plan, Detailed 2 . Landscaping Plan, Conceptual 4c9A1 ' - U s G - List of Surrounding Property Owners 4 Mailiri... Lab:ets>:for:l?r4 :er#<;Qwner. a :...::..:.............. .....::.:........ ..............:.:.................................:.. :........:.:. Map of Existing Site Conditions 4 MasterAPplcati4n,For.::::::::::::::::.. Monument Cards (one per monument) i Parkin :::Lot:>C.oera e::&>Landsca.in ::Anal.......:k:::.::.:::::::::.:::::::.. .::::.:: :.:........................... ............................ ................:::::::::.:::::::::::::.:::::::.:::.:::. :.:. Plans Reductions (PMTs)4 Preapplication Meeting Summary a Rehabilitation Plan a This requirement may be waived by: 1. Property Services Section PROJECT NAME: (7 'ri k,- a ce 2. Public Works Plan Review Sectionfi :;, 3. Building Section ��'i '.,; DATE: /2' t` 4. Development Planning Section h:\division.s\develop.ser\dev.plan.ing\waiver.xls REVISED 5/17/00 r EVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS :; ....R . .Rf„M NTS........ ............. ....... .......... .. ... 1l............ ................................................ ................ ...... ........... ••• .:::..:... .. ..:.::.:.:...........................::. Screening Detail 4 ����3 E'�Gi Title Report or Plat Certificate 4 Traffic Study 2 Cut «> ' e-ta- > > > < :_ :> <'< : <:: «`< <>'<' Tree Cu t.n Ne e#afiori Clear�n Pan.. ::.. . . . . : . Urban Center Design Overlay District Report 4 »> ><>>> <>>><> Wetlands Delineation Map 4 c� OifOs: ::: ting»<':>:::<�>;� Weflan..:sPl.an n :Plana Wetlands Study 4 >A`""l"artA"ree e S 'of>EXistiri :SI os..; ; ........................................... .. .............................. ..............................................................:................ ........ ... ..................................................................................................... .....................:.............. ............................... .....:.:...................,:.......................:..... ............................. «eas;; Agree<.:'er t;>Draft < """"fJla .of; X sfiil ::Sit..::....nd....... . P......................g............................... .a AND.a............::........ ........::..::::..:::.:.:. :. .. ......:::::::::::::::.::: os mn < >' ><> >< < ><« '<'< ><'< > >'>'<'>` Pho osirnulatio s 2p�R3 This requirement may be waived by: 1. Property Services Section PROJECT NAME: 2. Public Works Plan Review Section 3. Building Section DATE: 4. Development Planning Section • h:\division.s\develop.ser\dev.plan.ing\waiver.xls REVISED 5/17/00 :.:CITYOFRENTON:::. DEVELOP.MENT;SERVICES:DIVISION; :':.<;:; ': :" ' ENVIRONMENTAL NMENTAL CHECKLIST 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. DEVELOF; 'MING DEC R CE VED , n Environmental Checklist-City of Renton A. BACKGROUND 1. Name of proposed project, if applicable: City Center 2. Name of applicant: LPN Architects & Planners Royce A. Berg 3. Address and phone number of applicant and contact person: Royce A. Berg LPN Architects & Planners 3003 80th Avenue SE Mercer Island,WA 98040 (206)230-6648 4. Date checklist prepared: November 20,2000 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Early Spring Start 2001 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Phase 1 Environmental by Earth Consultants, D.O.E. closure report for underground tank removal. 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. Long -Term Lease of air rights over city-owners parking lot at 212-222 main Avenue South. 10. ,List any governmental approvals or permits that will be needed for your proposal, if known. Site approval, building permit,demolition permit, site utility grading permit and tenant improvement permits. 2 Environmental Checklist-City of Renton 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. 6 Story+/-137,370 S.F. office building including +/-12,494 S.F. garage and 6 story parking structure+/-111,834 S.F. proposed to be developed on two undeveloped sites in the City Core. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required tofduplicate maps or detailed plans submitted with any permit applications related to this checklist. Projects are located downtown Renton. Office building is located on the west side of Main Avenue South and south of South 2nd street. Parking structure is located across the street(mid block) on east side of Main Avenue South. • B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous, other Flat . b. What is the steepest slope on the site (approximate percent slope?)? Flat c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Sand and silt over dense gravel and sands d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. No f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No fill required g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 99.9% 3 • Environmental Checklist-City of Renton h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Temporary erosion control standards &procedures per City of Renton requirements. 2. 'AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke)during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Normal emissions for construction equipment, dust and smoke. When i completed normal automotive emissions would occur. b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. Traffic from nearby roads and freeway. • c. Proposed measures to reduce or control emissions or other impacts to air, if any: Watering during construction to reduce dust. 3. WATER • • a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams, saltwater, lakes, ponds, and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Cedar River is two blocks away, approximately 350 feet. 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. NO 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. NO 5) .Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. NO 4 Environmental Checklist-City of Renton 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. NO 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. NO l. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s)are expected to serve. NONE c. Water Runoff(including storm water): 1) Describe the source of runoff(including storm water)and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters, if so, describe. Storm water from roofs and garage will be collected and tight lined into existing storm system in streets. Storm retention is not required but water quality will be provided per city standards. 2) Could waste material enter ground or surface waters? If so, generally describe. Oil residue from auto vehicles could occur, but will be processed for water quality. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Temporary erosion control measures during construction and water quality control systems after construction 4. PLANTS a. Check or circle types of vegetation found on the site: X Deciduous tree: alder, maple, aspen, other-cottonwood, poplar,willow, oak Evergreen tree:fir, cedar, pine, other X Shrubs at Planters Grass Pasture Crop or grain Wet soil plants: Water plants: water lily, eel grass, milfoil, other Other types of vegetation 5 Environmental Checklist-City of Renton b. What kind and amount of vegetation will be removed or altered? Ten trees exist at parking structure site and 1 tree removed at office site. c,. List threatened or endangered species known to be on or near the site. None Know d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Street tree replacement where removed and supplement where required. 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other Mammals: deer, bear, elk, beaver, other None Fish: bass, salmon, trout, herring, shellfish, other None b. List any threatened or endangered species known to be on or near the site. None known c. Is the site part of a migration route? If so, explain NO d. Proposed measures to preserve or enhance wildlife, if any: None 6. ,ENERGY AND NATURAL RESOURCES a. What kinds of energy(electric, natural gas, oil,wood stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity and natural gas for normal office and parking use. rti b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. Height of building would cast shadows on adjacent structures at different times during the day. Short side elevation of structures face South which limits affect. 6 Environmental Checklist-City of Renton c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Design per Washington State Energy Code 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. NO 1) Describe special emergency services that might be required. None -Normal fire and police protection 2) Proposed measures to reduce or control environmental health hazards, if any: • None b. Noise 1) What types of noise exist in the area which may affect your project(for example: traffic, equipment, operation, other)? Traffic on adjacent street and freeway. , 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction,-operation, other)? Indicate what hours noise would come from the site. Temporary construction traffic and normal city traffic after construction. 3) Proposed measures to reduce or control noise impacts, if any: Compliance with city noise regulations and times during construction. • 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Office: Vacant site with parking and coffee shop Garage: Surface Parking Lot b. Has the site been used for agriculture? If so, describe. Not in recent past. c. Describe any structures on the site. 1 Story(converted service station) to coffee and bakery on part of site. 7 Environmental Checklist-City of Renton d. Will any structures be demolished? If so,what? Above structure to be removed. e. What is the current zoning classification of the site? C.D. -Center Downtown f. What is the current comprehensive plan designation of the site? C.D. -Center Downtown g. If applicable,what is the current shoreline master program designation of the site? Project is outside of Urban Shoreline of Cedar River. 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? Approximately 300 -500 (Varies with tenant type) j. Approximately how many people would the completed project displace? 2 -3 k. Proposed measures to avoid or reduce displacement impacts, if any: None, possible lease in new facility. I. Proposed measures to ensure the proposal is compatible with existing and projected land • uses and plans, if any: Proposed use and density is compatible with zoning and comprehensive plan providing employment and parking in downtown cafe. 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 c. Proposed measures to reduce or control housing impacts, if any: N/A 8 Environmental Checklist-City of Renton 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas;what is the principal exterior building material(s) proposed. Building height to parapet of office structure is approximately 84'-0" (Top Floor is+l-69'-0"). Parking garage height+l-65'-0." Exterior Building materials; concrete, glass and light weight concrete panels. b. What views in the immediate vicinity would be altered or obstructed? Limited views would be altered, area exists with 1-3 story older buildings. c. Proposed measures to reduce or control aesthetic impacts, if any: None 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light and glare from existing street lights occur at street level. Building interior lights will be visible at night. b. Could light or glare from the finished project be a safety hazard or interfere with views? Reflected light of sun from glass surfaces could occur. c. What existing off-site sources of light or glare may affect your proposal? Street lights d. Proposed measures to reduce or control light and glare impacts, if any: None 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Liberty Park, Cedar River Park, Cedar River Trail and recreational centers exist to North East. 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 recreation opportunities to be provided by the project or applicant, if any: None 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. No 9 • Environmental Checklist-City of Renton b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known c. Proposed measures to reduce or control impacts, if any: None 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. . Access to Main Avenue South, South 2nd Street and existing alleys. b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? Yes, transit center exists to west and transit lane along South 2nd Street at North. c. How many parking spaces would the completed project have? How many would the project eliminate? 421 Total parking stalls provided, eliminates 45 plus 5-6 miscellaneous on café site and 5 to 10 illegal parking stalls south end of office building site. 45 Stalls eliminated on parking structure site are replaced on 1st level of new parking structure. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? NO e. Will the project use (or occur in the immediate vicinity of)water, rail, or air transportation? If so, generally describe. NO f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Net trips approximately 1,378 with 209 at AM peak hour and 203 at PM peak hour. g. Proposed measures to reduce or control transportation impacts, if any: In Central Business District with close access to transit center to west. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Facilities currently exist in neighborhood 10 r Environmental Checklist-City of Renton b. Proposed measures to reduce or control direct impacts on public services, if any. None, mitigation fees for fire protection,traffic and sewer. 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas,water, refuse service,telephone, sanitary sewer, other- b. Describe the utilities that are proposed for the project,the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Sewer,water, natural gas,storm sewer and telephone/fiber optics. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. LPN Archit cts and Planners Proponent: By: Name Printed: Ro ce A. Ber A.I.A PN Architects & Planners Date: 11/29/2000 11 • Architecture and Planning, Inc. Royce A. Berg,Principal 3003 80th Avenue SE Mercer Island, WA 98040-2915 (206) 230-6648 Fax (206) 230-6647 CITY CENTER BUILDINGS STONEFIELD DEVELOPMENT, LLC Main Avenue South Renton, Washington CONSTRUCTION MITIGATION DESCRIPTION Proposed construction dates would begin Spring 2001 through early 2002. Limited excavation is expected, haul routes are not determined at this time. Office structure would commence first with parking structure logistically following, approximate construction hours 7:00 a.m. to 6:00 p.m. Temporary use of street parking and alley's will occur to load and unload structural members and will be coordinated with City. Demolition of 1 story building would occur approximately 1 month prior to actual start of construction of facility. Construction fencing for protection and security at sidewalks will be provided at start of construction as required. Watering during construction period would be implemented to limit emission of particles of dust into air. Erosion control measures, siltation fences would be used and installed per city standards. Dc- jV�� ,r •- CITY OF RENTON • JAN 24 2000 rJuiLuiNki DIVISION MEMORANDUM DATE: 1/7/ (�C� l� TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application: S4e Je.ViP J!`� -60`‘j) LOCATION: 5 )-No MA,n? /MEI Sa PREAPP NO. oo - Io A meeting with the applicant has been scheduled for. 1 .100 ttIVN , Thursday, Fy Ca, 10-r i , in one of the 6th floor conference rooms (new City Hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11:00 AM meeting. • Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Please submit your written comments toTate_ at least two (2) days before the meeting. Thank you vrrcpc [! Coax 19 9-7 Li C f7f ; .pc_ 3 ! I • ! II rr OPcn;� s refv; r �ot 4-c) r(-o-� � � tG� � eSS 7"kam 1v , r-ope r -� (;'-t . C e n- Sr- I ; Let e a e- - lofty) e r DEVELOPMENT PLANNING ciTY aITON D J 0 2000 Preapp2 CgY O� ® ♦ CITY OF RENTON FIRE PREVENTION BUREAU �� r O MEMORANDUM DATE: January 25, 2000 TO: Peter Rosen, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: Stonefield City Center Project, S 2 & Main Av. S. Fire Department Comments: 1. The preliminary fire flow is 5000 GPM for the parking structure and 6750 GPM for the office building. One hydrant is required within 150 feet of each structure and one additional hydrant is required for each 1000 GPM above the first 1000 GPM within 300 feet of the structures. 2. A fire mitigation fee of$71,240.00 for the parking structure and $55,689.40 for the office building is required based on $.52 per square foot of the building square footage. Credit may be given for the square footage any buildings that are demolished on these sites. 3. Separate plans and permits are required for the installation of fire alarm, sprinkler and standpipe systems. The parking structure will be required to have dry standpipes as well as a sprinkler system. 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. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 6. 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. City of Renton InterOffice Memo To: Peter Rosen From: Kayren K.Kittrick Date: February 8,2000 Subject: Stonefield Development(City Center Building). • PreApplication Review 00-10 NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: 1 The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision- makers (e.g. Hearing Examiner,Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. WATER 1. There is an existing 8-inch water line in Main Avenue and another in S. 2nd Street. An additional 6-inch diameter line is located on the eastern side of Main Avenue. A 12-inch diameter water line is located in S. 3rd Street. The derated fire flow in the vicinity is modeled from 2500 gpm to 5500 gpm with a static pressure of approximately 65-psi, depending on the line accessed. 2. There are three fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being within 300 feet of the nearest corner of the building. 3. The proposed project is located in the 196 water pressure zone. Because the project is located in Aquifer Protection Zone 1,special construction restrictions may apply. 4. The Water System Development Charge (SDC)will be based on the gross square footage of • the parcel multiplied by$0.113. This site may be subject to a redevelopment credit, if there is one or more existing water meters. SANITARY SEWER 1. There is an existing 8-inch diameter sanitary sewer in Main Avenue. 2. The Sanitary Sewer SDC is triggered and will be assessed based on the gross square footage of the parcel multiplied by$0.078.This site may be subject to a redevelopment credit. SURFACE WATER 1. A limited level one drainage study is required. Water quality treatment sized for the new impervious surfaces subject to vehicular access is required. 2. The Surface Water SDC is assessed based on the total new impervious surface square footage as reflected in the final design. The charge is determined by multiplying the gross square footage by$0.129. No fee is anticipated for this project. Stonefield Development(City C `r Building) PreApplication Review 00-10 - 02/08/00 Page 2 TRANSPORTATION 1. The traffic mitigation fee of$75 per additional generated trip shall be assessed in accordance with a traffic study and/or the ITE manual. A traffic report including both AM and PM peak hours is required for three access points to the project. The study shall also include evaluation of the signalized intersections at 2°d/Main and 3`d/Main. 2. Full street improvements including, but not limited to paving, sidewalks, curb & gutter, street signs and street lights are required to be brought up to City of Renton standards. The developer shall replace any damaged or demolished facilities. et.V.1 604A 3. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three orr more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. PLAN REVIEW 1. All plans shall conform to the Renton Drafting Standards that are attached for reference. Also attached for general information is a fee reference sheet. 2. A construction permit is required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. A fee worksheet is attached for your use, but prior to preparing a check it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. CC: Neil Watts • CITY OF RENTON Planning / Building / Public Works MEMORANDUM DATE: February 10, 2000 TO: Pre-Application File FROM: Peter Rosen, Senior Planner SUBJECT: Stonefield Development- Pre-Application File#00-10 We have completed a review of the pre-application for the proposed Stonefield Development. Listed below and attached on several sheets are our preliminary findings. Although every attempt is made to ensure that these comments are complete, a more thorough examination of the project at the time of application submittal may reveal additional issues that may alter these comments or require additional comments. Zoning. The subject site is zoned Center Downtown (CD). Office uses (administrative headquarters, business, professional) are allowed as primary permitted uses in the CD zone. The parking garage would be allowed for the parking associated with the office use. In addition, parking garages are allowed as a secondary use in the CD zone. The secondary use condition applies only to properties in the Downtown Pedestrian District, requiring high visibility retail or service uses on the ground floor along street frontages. The subject site is outside this area so the secondary use condition would not apply. Development Standards. The site is located within the Downtown Core Area, which is an overlay zone exempting development from parking, setback, lot coverage, and landscape requirements of the CD zone. Height: The maximum building height in the CD zone is 95 feet. The building height would also need to .comply with height restrictions of the Airport zoning. Parking: Although the subject site is in the Downtown Core Area and exempt from parking requirements, parking needs would be evaluated in th'e SEPA environmental review process. Office uses require a minimum of 3 and a maximum of 4.5 parking spaces per 1,000 square feet of gross floor area. The proposed office building of 107,095 square feet would require between 321 and 482 parking spaces. The • proposed office building includes 31 stalls and the parking structure has 365 stalls for a total of 396 parking spaces. Staff is evaluating new standards for structure parking, to allow for smaller stall dimensions in parking garages. At this time, staff is favoring a standard of a 9'-0" stall width and 18'-9" stall depth for standard cars, and a 8'-0"stall width and 14'-6"stall depth for compact car parking. A 24'-0"aisle width would apply for standard cars and an aisle width of 22'-6"for compact stalls. Parking regulations allow for a maximum of 40% compact spaces for designated employee parking and 30%for all other uses. The site is exempt from parking stall dimension standards as well as the number of parking spaces required because the site is located within the Downtown Core Area. However, issues have been raised regarding parking stall dimensions in recent downtown exempt projects. Staff will evaluate this issue through site plan review for future project submittals, until a code standard is.adopted. Permit Requirements. The proposal would require SEPA environmental review and site plan review. The proposal meets several thresholds that trigger Hearing Examiner site plan review; the project exceeds 25,000 square feet, is greater than four stories in height, and includes over 300 parking stalls. SEPA environmental review would be conducted first and a public hearing for the site plan review would be held following the SEPA appeal.period. The entire permit process would take approximately 10 to 12 weeks. cc: Jennifer Henning • • • REt ;'; • • • JAN 2 4 2000 Err„of C CE'/Et -'• MEMORANDUM DATE: � Ob. TO: Long Range Planning • FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application: ,7" A'k7 ad� P�� C (OA i , LOCATION: Nn t/17 .(ry . PREAPP NO. 00 - 10 • Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. • Please submit your written comments to Pelee no later than g 4y//2c; . Thank you. We will not be able to include comments received after this date in the • .• presentation/summary we prepare for the applicant. ) ks-51L.N L�� C-EFArte+YL To .-J 1/'1 7l-1(,r ce.) e )V I'L.lcry . A r i- c c)1^ fJ�'F3 t L 6,17_0 v 1 0 , r vo i9-P7&9-IZ cso N s I S lT y c_o z�s-1 Per= s i v S LJ �' V i S G N �rr\( � i.� )T 1-i TH 1J0w:V(ow V 2 Z�Y�ILrri.rr POLict (."3. N C 1 5Su . . ft)a-- Spa''-4VC 62..1.C.-. P LA-Alry t rv- .- preapp - _ . • -- - - - - .-- -• . • tiOr 1 1 Earth Consultants Inc ld) Geotechnical Engineers,Geologists&Environmental Scientists November 14, 2000 E-9457 Stonefield Development, LLC c/o Oakhurst Development 3011 — 80th Avenue Southeast Mercer Island, Washington 98040 Attention: Mr. Richard Loman Subject: Preliminary Recommendations City Center Building Renton, Washington Dear Mr. Loman: This letter presents our preliminary foundation recommendations for the proposed City Center Building in Renton, Washington. We drilled five borings on the office building portion of the project on the southwest corner of Main Street and South Second Street. The proposed project will also include a parking structure across Main Street. In our borings we encountered seven to fourteen (14) feet of loose to very dense poorly graded sand, silty sand and poorly graded sand with silt (Unified Classification SP, SM and SP- SM) underlain by very dense poorly graded sand with gravel and cobbles to poorly graded gravel with sand and cobbles (SP to GP). Groundwater was encountered at about twenty (20) feet below the existing grade. We anticipate similar conditions will be encountered across the street for the parking structure but should be confirmed with explorations. Preliminary Foundation Recommendations: Conventional Foundations native soils in the upper ten feet 3,000 pounds per square foot Conventional Foundations native soils below ten feet 8,000 pounds per square foot Augercast Piles 20 feet long, 18 inch diameter 70 Tons axial capacity rut r= DE.,`'. u .� 1805-136th Place N.E.,Suite 201,Bellevue,Washington 98005 Bellevue(425)643-3780 FAX(425)746-0860 Toll Free(888)739-6670 Stonefield Development, LLC c/o Oakhurst Development E-9457 November 14, 2000 Page 2 We are currently working on a geotechnical engineering study for the project. Should you have any questions or need additional information, please contact us. Yours very truly, EARTH CONSULTANTS, INC. foAl Kristina M. Weller, P.E. Project Engineer 4 44 CA4 , ‘)c‘- "04* e ti Kyle R. Campbell, P. � 4 " Manager of Geotec Itic. ,;. I Se h �''''s KMW/KRC/jme y- 6 1, 4 �9 v Ill� IDU 3 h1 4k v At sop DER PIII.9Iov Earth Consultants, Inc. 12-16-1999 4:09PM FROM P. 4 • ( . • o6?TAre tISTINE O. GREGOIRE ' Director 144 1;0 a°y STATE OF WASHINGTON DEPARTMENT OF ECOLOGY 4350-750th Ave. N.E. • Redmond, Washington 98052-5301 • 12C ) 867-7GW September 6, 1990 Mr. Larry Dixon Dixon and Associates, Inc. 920 S. Second Street Renton, WA 98055 Re: Underground tank removal and site Remediation at 207 Main St. S. , Renton, Washington. • Dear Mr. Dixon: Thank you for sending me the closure report for the above referenced property. Based on the information provided to me the proper procedures were followed regarding the underground tank closure, as required in the Federal Register 40 CFR Part 280, and the Department of Ecology Northwest Regional Offices recommended clean-up standards were met or bettered' after the remediation process. Please call me at (206)867-7259 if you have any questions. Sincerely, Christi S. Madden Information Coordinator Toxics Clean-up Program CM:cd 12-16-1999 4:08PM FROM P. 2 EA Engineering,Science, 1 Technology EA Northwest Operations 8577154th Mnue.N.E. Redmond,NA 98052 Telephone:206.869-2194 ' fax:206-869.2081 22 August 1990 11621.02 LN0178 Mr.R.P.Charley R.P. Charley Automotive Service Station • 207 Main Avenue South Renton,WA 98055 Subject: Letter report of results of tank closure at R.P. Charley Automotive Service Station Dear Mr. Charley. During July and August 1990, EA Engineering, Science, and Technology (EA) conducted an environmental investigation for the decomissioning and closure for the above mentioned site (figure 1). As part of the decomissioning,A.L.Sleister and Sons evacuated,excavated and removed four gasoline storage tanks,one waste oil tank, one diesel storage tank, and two hydraulic lift stations. Observation and screening.of soil associated with underground product lines was also conducted (Figure 2). In accordance with the Washington State Department of Ecology's Draft Policies and Procedure§ for UnderQroun Stor ge Tank Removal, soil samples were collected and analyzed within each tank pit area and hydraulic bay excavation (Figure 3). These samples were obtained according to standard EA protocols, and shipped under chain-of-custody to Analytical Technologies,Inc. (ATE) for analysis. Fifteen soil samples, collected in July,were sent to ATI for analysis, Samples from the gasoline tank field and product lines were analyzed for purgeable fuels (TPH) by EPA method 8015, and purgeable aromatic volatile organics (B'IXE)by EPA method 8020. Samples from the waste and heating oil tank field, two hydraulic lifts and floor drain were axnalyzed,for grease and oil by EPA method 418.E Summary results of sampling and analysis are presented in Table L All samples were below the draft Washington Compliance Levels(100 ppm for TPH as gasoline and 200 ppm for TPH as other)except for HL1, which contained 770 mg/kg (ppm) TPH as oil and grease.in the soil. On 6 August 1990, this location was further excavated and then resampled (sample number HL1B) for TPH as oil and grease. The results of resampling this area after soil removal now indicates No Detection(ND),i.e.Tess•than the State's compliance levels: Based on the final results of soil sampling for tank closure and decomissioning of R. P. Charley Automotive Service Station, all soils obtained within the tank pits of former storage tanks were below the recommended cleanup standards for the Model Toxics Control Act of Washington. Soils from the single hydraulic lift bay that ' 12-16-1999 4:08PM FROM - _ P.3 • • • Mr.R.P. Charley 22 August 1990 R.P.Charley Automotive Service Station Page 2 • were collected and analyzed above the cleanup standards were removed and stockpiled, and are prepared for disposal at a certified and authorized landfilL incerely, Peter A. Senior Geologist UST Program Manager/Northwest Operations Roy oiwa En onmental Engineer PAK/RK/mp • Enclosures ISSUED BY TRANSNATION TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE Transnation A LANDAMERICA COMPANY being deemed a fraudulent conveyance or fraudulent transfer; or (b) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination;or (c) the transaction creating the interest of the insured mortgagee 2. Rights of eminent domain unless notice of the exercise thereof has being deemed a preferential transfer except where the preferential - been recorded in the public records at Date of Policy, but not transfer results from the failure: excluding from coverage any taking which has occurred prior to Date (i)to timely record the instrument of transfer;or of Policy which would be binding on the rights of a purchaser for value (ii)of such recordation to impart notice to a purchaser for value without knowledge. or a judgment or lien creditor. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) V not known to the Company,not recorded in the public records at Date of Policy, but known to the insured claimant an riot disclosed in writing to the Company by the insured claim- ` o the date the ISSUED BY TRANSNATION TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE Transnation A LANDAMERICA COMPANY ll ICU 10 UQ0 U VI I. !, (a) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (b) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination;or (c) the transaction creating the interest of the insured mortgagee 2. Rights of eminent domain unless notice of the exercise thereof has being deemed a preferential transfer except where the preferential been recorded in the public records at Date of Policy, but not transfer results from the failure: excluding from coverage any taking which has occurred prior to Date (i)to timely record the instrument of transfer;or of Policy which would be binding on the rights of a purchaser for value (ii)of such recordation to impart notice to a purchaser for value without knowledge. or a judgment or lien creditor. 3.Defects, liens, encumbrances, adverse claims or other matters: (a) 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 clair -110o the date the s , TRANSNATION TITLE INSURANCE COMPANY 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 Prepared for: Transnation No. 4038716 Customer Reference: STONEFIELD DEVELOPMENT LLC Escrow No. Seller Stonefield 3011 80TH AVE SE Buyer/Borrower) --- MERCER ISLAND, WA 98040 Attn: 3/2 JOSHUA LOMAN . For(se;v .c ?on this order call: (42t5}.64A586/1-800-441-7701 BRUCE H. ANDRUS, NATHAN WARWICK, JOSEPH HAINES or SHELLEY McDANNEL (FAX # (425) 646-0541) SECOND COMMITMENT SCHEDULE A EFFECTIVE DATE: November 22 , 2000 at 8 :00 A.M. 1 . Policy or policies to be issued: Amount ALTA Owner' s Policy TO BE DETERMINED Premium (SEE NOTE 2) Standard Policy Tax Proposed Insured: TO BE DETERMINED (SEE NOTE 3) ALTA Loan Policy TO BE DETERMINED Premium (SEE NOTE 2) Extended Policy Tax Proposed Insured: TO BE DETERMINED 2 . Title to fee simple estate or interest in said land is at the effective date hereof vested in: RENTON CORNERSTONE INVESTMENTS, A WASHINGTON STATE GENERAL PARTNERSHIP 3 . The land referred to in this commitment is described as follows : LOTS 16, 17, 18, 19 AND 20, BLOCK 13, PLAT OF TOWN OF RENTON AS LAID OUT BY E.M. SMITHERS, I .B. MORRIS AND C.B. SHATTUCK, AS PER PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, RECORDS OF KING COUNTY; EXCEPT THE WEST 5 FEET OF LOT 16, AS DEEDED TO THE CITY OF RENTON BY QUIT CLAIM DEED RECORDED UNDER KING COUNTY RECORDING NO. 7905070629; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Order No. 4038716 SCHEDULE B REQUIREMENTS . Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. EXCEPTIONS . Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment . B. Standard exceptions set forth in inside of back cover. C. Special exceptions : 1. Real Estate Excise Tax pursuant to the authority of RCW Chapter 82 .45 and subsequent amendments thereto. As of the date herein, the tax rate for said property is . 0178 . 2 . GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 723150-1230-05 2000 $674 . 69 $0 .00 $674 . 69 Total amount due, not including interest and penalty: $674 . 69 Levy Code: 2100 Assessed Value Land: $51, 700 . 00 Assessed Value Improvements : $0 .00 (Covers Lot 16) 3 . Articles of Co-Partnership of Renton Cornerstone Investments imposed by instrument recorded on August 19, 1997, under Recording No. 9708191023 . 4 . Unrecorded leaseholds, if any; rights of vendors and holders of security interests on personal property installed upon the land; and rights of tenants to remove trade fixtures at the expiration of the term. 5 . RIGHT, TITLE AND INTEREST OF Stonefield Development L.L.C. , AS DISCLOSED BY THE APPLICATION FOR TITLE INSURANCE. We find no conveyances of record into said party. Page 2 Order No. 4038716 6 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Renton Cornerstone Investment, a Washington General Partnership, and Lawrence J. Dixon, an unmarried man TRUSTEE: First American Title Insurance Company BENEFICIARY: Paradigm Financial Services, Inc. ADDRESS : 12505 Roosevelt Way NE. , Seattle, WA 98125 LOAN NO. : --- ORIGINAL AMOUNT: $1, 300, 000 . 00 DATED: December 22, 1999 RECORDED: December 23, 1999 RECORDING NO. : 19991223001396 ASSIGNMENT OF THE DEED OF TRUST: ASSIGNEE: The Confederated Tribes of the Grand Ronde Community of Oregon Rabbi Trust ADDRESS : 9615 Grand Ronde Boulevard, Grand Ronde, OR 97347 RECORDED: December 23, 1999 RECORDING NO. : 19991223001397 (Covers property herein described and other property) Investigation should be made to determine the present balance owing with the appropriate lender/agency/individual. 7 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Lawrence J. Dixon TRUSTEE: Transnation Title Insurance Company, a corporation BENEFICIARY: Donald W. Morin ADDRESS : 16600 S .E. 376th, Auburn, WA 98002 LOAN NO. : --- ORIGINAL AMOUNT: $84, 340 . 72 DATED: April 1, 1999 RECORDED: February 24, 2000 RECORDING NO. : 20000224001809 (Covers property herein described and other property) Investigation should be made to determine the present balance owing with the appropriate lender/agency/individual . 8 . JUDGMENT: AGAINST: Renton Cornerstone Investments et al IN FAVOR OF: Randell & Assoc Inc. Cyril W AMOUNT: $349, 919 .40 ENTERED: August 13, 1999 KING COUNTY JUDGMENT NO. : 99-9-31541-9 SUPERIOR COURT CAUSE NO. : 99-2-07000-3 ATTORNEY FOR CREDITOR: Bruce I . Fine Page 3 Order No. 4038716 9 . The land described in this commitment appears to be residential in nature and may be subject to the provisions of R.C.W. 6 .13 . 060 provided the land is occupied as a homestead. If the land is occupied as a homestead, all instruments conveying or encumbering the land must be executed by each spouse, individually, or by an attorney-in-fact. 10 . MATTERS RELATING TO THE QUESTIONS OF SURVEY, RIGHT OF PARTIES IN POSSESSION, AND UNRECORDED LIEN RIGHTS FOR LABOR AND MATERIAL, IF ANY, THE DISPOSITION OF WHICH WILL BE FURNISHED BY SUPPLEMENTAL REPORT. 11. GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 723150-1235-00 2000 $717 .39 $0 . 00 $717 .39 Total amount due, not including interest and penalty: $717 .39 Levy Code: 2100 Assessed Value Land: $54, 000 . 00 Assessed Value Improvements : $ 1, 000 . 00 (Covers Lot 17) 12 . GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 723150-1240-03 2000 $717 .39 $0 . 00 $717 .39 Total amount due, not including interest and penalty: $717 .39 Levy Code : 2100 Assessed Value Land: $54, 000 . 00 Assessed Value Improvements: $ 1, 000 . 00 (Covers Lot 18) 13 . GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 723150-1245-08 2000 $1, 629 .45 $0 . 00 $1, 629 .45 Page 4 Order No. 4038716 Total amount due, not including interest and penalty: $1, 629 .45 Levy Code: 2100 Assessed Value Land: $108, 000 . 00 Assessed Value Improvements: $ 17, 500 .00 (Covers Lots 19 and 20) 14 . 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: West 5 feet of North 17 feet of Lot 17 RECORDING NO. : 6624427 15 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: August 21, 1995 RECORDING NO. : 9508210653 REGARDING: Temporary Sewer Service Agreement (Covers Lots 19 and 20) NOTE 1: The current property address is not available at this time. NOTE 2 : The Company has been asked to issue simultaneous policies without disclosure of the liability amounts . This commitment shall be effective only when the amounts of the owner' s and lender' s policies committed for have been inserted in Schedule A hereof. The forthcoming owner' s policy must be issued in an amount at least equal to the full value of the estate insured in accordance with our rating schedule on file in the office of the Washington State Insurance Commissioner. The Company may have further requirements if the undisclosed amount to be insured exceeds the current assessed valuation. NOTE 3 : Title will be vested in parties yet undisclosed. When title is vested, their title will be subject to matters of record against their names . NOTE 4 : 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. PTN LOT 4 BLOCK 13 TOWN OF RENTON VOL 1 PAGE 135 Page 5 Order No. 4038716 END OF EXCEPTIONS Investigation should be made to determine if there are any service, installation, maintenance or construction charges for sewer, water, or electricity. In the event this transaction fails to close, a cancellation fee will be charged for services rendered in accordance with our rate schedule. RT/rr ENCLOSURES : Sketch Paragraphs 3 , 6 & 7 Vesting deed Page 6 • • • S 2 ND ST. -ft— 1325.07 r 20�': ri 1 +y-y rr A 20. r, C h II 1t. Q .9' a}0 19 ' 2 �� 's, 4 19 ' 2 .x3 3 ,ate r.35 I8 3 a• s" * �bP18 ' -it-3 - - C!1 6 • 4 •.09 0 1 4 - 17 •` •3 ° 4 07\'�,i:° UPC �h 17cli ;A7 - ,s :2oili h — ,pp° -j li3 a 5 ` •, it f 16 • > : 5 61 ` ,,''�`' -�.' y�.,P 1,16 • t�+2 5 • Q v J1 r Ei 5 ;1 -d• ir°Z,15 . - 6h��rf60 \ �} ?h'-;h15 Q t 6 r ,r3 r�'' ,r3 7 b?5°ir5 1Z°14 ^" 7 a • 8 v ;6sc ,t.�,. 3 w 8 �1.�'� ne J z �, �� �•Z r • �,��' o� t j2� 13 < \ 8 1` 7 -k 4? . 3Z b 'Y.'-" L GO 60 ;9��� I�� ' �' 12 • =r 9 „ ° ..ii12, .X y r 9 11 4.,. ,�, h�0 ` ,9 � .tl�G I I �• '� ° IQ 185 ::r ►'00 h 10 S. 3 R D O ST. z, e fr I e•-• .6* 1 I I it c\i oi I 5'4-1'7 AiL s,„5'.4 4 7,..; .,-• I .�► in ti p 4 :0 .. 6 h it. 1 �r r C. \ T Y r NSA • • 4 ' r rG •..- 13 . - 4 f. w .- a A I. 3_• i�� r ,3 r. 5 ., ► + 7�- s ' � 3`' S, �' . q us?tin 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 rn an arr,,r'rn ..,,..,e., 4... c._rL__ __r__ • - 1 I 11 11 l 1 ,1 KPI12NZC3/i0003 5I:13 FIRST AIERICAN DT 11.00 When Recorded Return To: The Escrow Source, inc 9709 3rd Ave NE #205 Seattle , WA 98115 Reference Numbers of related documents: on page of document Grantor(s): Additional Names on page of document Grantee(s): Additional Names on page of document Legal Description abbreviated): POR LOTS 16-20, BLK 13,TOWN OF RENTON, VOL 1,PG 135 Full legal on page`bf document Assessor's Property Tax Parcel Account Number(s): Short Form V 1ST AM-S DEED OF TRUST 'SG e2�S-S LPB-20 THIS DEED OF TRUST, made this Twenty-Second day of December, 1999, BETWEEN RENTON CORNERSTONE INVESTMENTS , a Washington General Partnership,and Lawrence co J. Dixon,an unmarried man rn as Grantor,whose address is 212 Wells Ave S#A,Renton, WA 98055, o ' on and First American Title/King Co, as Trustee,whose address is 2101 Fourth Avenue,Suite 800,Seattle, WA 98121, N CV and PARADIGM FINANCIAL SERVICES, INC., cam+ as Beneficiary, whose address is 12505 Roosevelt Way NE,Seattle, WA 98125. cn s Grantor hereby irrevocably grants, bargains, sells, and conveys to Trustee in trust, with power of sale, the following described property in KING County, Washington. LEGAL DESCRIPTION ON ATTACHED EXHIBIT"A" AND BY THIS REFERENCE MADE A PART HEREOF. Assessor's Property Tax Parcel/Account Number(s): 723150-1230-05, 723150-1235-00, 723150-1240-03,723150-1245-08 TOGETHER WITH all the tenements hereditaments and appurtenances,now or hereafter thereunto belonging or in anywise appertaining, and the rents, issues and profits thereof and all other property or rights of any kind or nature whatsoever further set forth in the Master Deed of Trust hereinafter referred to, SUBJECT, HOWEVER, to the rights, power and authority hereinafter given to and conferred upon Beneficiary to collect and apply such rents, issues and profits. THIS DEED IS FOR THE PURPOSE OF SECURING PERFORMANCE of each agreement of Grantor incorporated by reference or contained herein and payment of the sum of One Million Three Hundred Thousand And 00/100 Dollars(S 1,300,000.00)with interest thereon according to the terms of a promissory note of even date herewith, payable to Beneficiary or order and made by Grantor; all renewals, modifications or extensions thereof, and also such further sums as may be advanced or loaned by Beneficiary to Grantor,or any other successors or assigns,together with interest thereon at such rate as shall be agreed upon. By executing and delivering this Deed of Trust and the Note secured hereby, the parties agree that all provisions of Paragraphs 1 through 35 inclusive of the Master Form Deed of Trust hereinafter referred to,except such paragraphs as are specifically excluded or modified herein, are hereby incorporated herein by reference and made an integral part hereof for all purposes the'same as if set forth herein at length, and the Grantor hereby makes said covenants and agrees to fully perform all of said provisions The Master Form Deed of Trust above referred to was recorded on the twenty-fifth (25th)day of July. 1968, in the Official Records of the offices of the County Auditors of the following counties in Washington in the book, and at the page designated after the name of each county, to-wit: COUNTY BOOK OR VOL. PAGE NO. AUDITOR'S Adams 2 of Record. Instr. 513-16 122987 Asotin Microfilmed Under Auditors's No. 101896 Benton 241 of Official Rec. 695A-C 592931 Chelan 688 of Official Rec. 1682-1685 681844 Pagel • • 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: 1. (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 area 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. (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 from 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 Date 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 thereof,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. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY(10-17-92) and AMERICAN LAND TITLE ASSOCIATION LEASEHOLD OWNER'S POLICY(10-17-92) 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. (a)Any law,ordinance or governmental regulation(including but not limited to building and 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 area of the land or any parcel of which the land is or was a part;or(iv)environmental protection,or the affect 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.(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 from 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)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 estate or interest insured by this policy. 4. Any claim,which arises out of the transaction vesting in the Insured the estate or interest insured by this policy,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that is based on: (a)the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer;or (b)the transaction creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (i)to timely record the instrument of transfer;or (ii)of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. SCHEDULE B STANDARD EXCEPTIONS SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY-STANDARD COVERAGE AND CLTA STANDARD COVERAGE LOAN POLICY 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. Any facts,rights,interests or claims which are not shown by the public records but which could be a. rtained 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 workmen's compensation acts,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 or garbage collection or disposal,or other utilities unless disclosed as an existing lien by the public records. SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY- EXTENDED COVERAGE 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 installations 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,or garbage collection or disposal,or other utilities unless disclosed as an existing lien by the public records. 1004-252A NORTHWEST REGION Washington . NORTHWEST REGION Chelan-Douglas Counties 1010 South 336th Street,Suite 215 700 N.Mission Street,Wenatchee,WA 98807 Federal Way,Washington 98003 (509)662-4721 (253)838-1054 • Clark County 501 S.E.Columbia Shores Boulevard • Suite 500,Vancouver,WA 98661 (206)695-1301 AGENCY OPERATIONS King County 1200 Sixth Avenue,Suite 100 320 108th Avenue N.E.,Suite 651 Park Place Building Bellevue,Washington 98004 • Seattle,WA 98101 (425)452-5353 (206)628-4650 1. Kitsap County COMMITMENT FOR 9619 Levin Road N.W.,Silverdale,WA 98383 TITLE INSURANCE (360)692-4556 TITLE AGENTS • Okanogan County Washington 700 Okoma Drive,(50 Suite B,O0 mak,WA 98841 Benton . Clallam . Cowlitz . Franklin Pierce County 6111 100th Street S.W. _ Island . Jefferson . King . Lewis Lakewood,WA 98499 (206)589-1488 Pacific. Skagit . Whatcom . Yakima _ Snohomish County 2939 Colby Avenue, Everett,WA 98201 (206)252-1156 Pr Oregon . i Benton . Curry . Jackson Spokane County IssuEn BY North 720 Argonne Road, Spokane,WA 99212 Klamath . Lane . Linn . Marion (509)922-2222 TRANSNATION TITLE INSURANCE COMPANY • Polk . Umpqua . Yamhill • Transnation Thurston County 2625 Martin Way,Olympia,WA 98506 A LAMA",ERICA COMPANY (206)943-4150 • Oregon HOME OFFICE: Multnomah . Clackamus . Washington Counties 101 Gateway Centre Parkway,Gateway One 2200 U.S.Bancorp Tower Richmond,Virginia 23235-5I53 111 S.W.Fifth Avenue Portland,OR 97204 (503)222-9931 B 1004-252A I ISSUED BY TRANSNATION TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE Transnation A LANDAMERICA COMPANY VI) WC uarsaouUrr ureauny me interest or me insures mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (b) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination;or (c) the transaction creating the interest of the insured mortgagee 2.Rights of eminent domain unless notice of the exercise thereof has being deemed a preferential transfer except where the preferential been recorded in the public records at Date of Policy, but not transfer results from the failure: excluding from coverage any taking which has occurred prior to Date (i)to timely record the instrument of transfer;or of Policy which would be binding on the rights of a purchaser for value (ii)of such recordation to impart notice to a purchaser for value without knowledge. or a judgment or lien creditor. 3.Defects, liens, encumbrances, adverse claims or other matters: (a) 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 clair lb the date the TRANSNATION TITLE INSURANCE COMPANY 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 Prepared for: Transnation No. 4038717 Customer Reference: STONEFIELD DEVELOPMENT LLC Escrow No. Seller Renton, City 3011 80TH AVE SE Buyer/Borrowe Stonefield MERCER ISLAND, WA 98040 Attn: 3/2 JOSHUA LOMAN By - For e — o this order call: (425 589/1-800-441-7701 JOHN W. JONES, MARK S . NIKLASON, RANDY MC CRORY or J. JAY PUGH (FAX # (425) 646-8593) SECOND COMMITMENT SCHEDULE A EFFECTIVE DATE: November 22, 2000 at 8 :00 A.M. 1. Policy or policies to be issued: Amount ALTA Owner' s Policy TO BE DETERMINED Premium (SEE NOTE 2) Standard Policy Tax Proposed Insured: TO BE DETERMINED (SEE NOTE 3) ALTA Loan Policy TO BE DETERMINED Premium (SEE NOTE 2) Extended Policy Tax Proposed Insured: TO BE DETERMINED 2 . Title to fee simple estate or interest in said land is at the effective date hereof vested in: THE CITY OF RENTON, A WASHINGTON MUNICIPAL CORPORATION 3 . The land referred to in this commitment is described as follows : THE SOUTH 25 FEET OF LOT 3 AND ALL OF LOTS 4, 5 AND 6 IN BLOCK 10 OF TOWN OF RENTON, AS PER PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 135, RECORDS OF KING COUNTY; EXCEPT THE EAST 5 FEET THEREOF, CONDEMNED FOR ALLEY PURPOSES IN KING COUNTY SUPERIOR COURT CAUSE NO. 87129, AS PROVIDED BY ORDINANCE NO. 272 OF THE TOWN OF RENTON; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Order No. 4038717 SCHEDULE B REQUIREMENTS . Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. EXCEPTIONS. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment . B. Standard exceptions set forth in inside of back cover. C. Special exceptions : 1 . Real Estate Excise Tax pursuant to the authority of RCW Chapter 82 .45 and subsequent amendments thereto. As of the date herein, the tax rate for said property is .0178 . 2 . GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 723150-0885-05 2000 $5 . 00 $5 . 00 $0 .00 Total amount due, not including interest and penalty: $0 .00 Levy Code: 2100 Assessed Value Land: • $ Assessed Value Improvements : $ (Covers South 12 .5 feet of Lot 4 and all of Lot 5) 3 . RIGHT, TITLE AND INTEREST OF Stonefield Development, LLC, AS DISCLOSED BY THE APPLICATION FOR TITLE INSURANCE. We find no conveyances of record into said party. 4 . MATTERS RELATING TO THE QUESTIONS OF SURVEY AND/OR RIGHTS OF PARTIES IN POSSESSION, IF ANY, THE DISPOSITION OF WHICH WILL BE DETERMINED AFTER THE DEED OF TRUST TO BE INSURED IS RECORDED. THE LENDER' S POLICY TO ISSUE WILL INSURE AGAINST POSSIBLE OUTSTANDING LIEN RIGHTS . NOTE : We will make an inspection UPON BEING ADVISED BY THE LENDER that the forms are in place for the foundation. The results of such inspection will be furnished verbally, and our coverage is subject to the matters disclosed thereby. Page 2 Order No. 4038717 5 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Installation of foundations for the support and protection of building on adjoining property AREA AFFECTED: South 2 feet of Lot 6 RECORDING NO. : 3856702 6 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Gas pipeline (s) system AREA AFFECTED: North 2 feet of the south 25 feet of Lot 3 RECORDING NO. : 5956969 7 . GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 723150-0880-00 2000 $5 . 00 $5 . 00 $0 . 00 Total amount due, not including interest and penalty: $0 .00 Levy Code: 2100 Assessed Value Land: $$ Assessed Value Improvements : $$ (Covers South 25 feet of Lot 3 and the North 37 .50 feet of Lot 4) 8 . GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 723150-0895-03 2000 $5 .00 $5 . 00 $0 . 00 Total amount due, not including interest and penalty: $0 . 00 Levy Code: 2100 Assessed Value Land: $$ Assessed Value Improvements : $$ (Covers Lot 6) NOTE 1 : The current property address is not available at this time. Page 3 Order No. 4038717 NOTE 2 : The Company has been asked to issue simultaneous policies without disclosure of the liability amounts . This commitment shall be effective only when the amounts of the owner' s and lender' s policies committed for have been inserted in Schedule A hereof. The forthcoming owner' s policy must be issued in an amount at least equal to the full value of the estate insured in accordance with our rating schedule on file in the office of the Washington State Insurance Commissioner. The Company may have further requirements if the undisclosed amount to be insured exceeds the current assessed valuation. NOTE 3 : Title will be vested in parties yet undisclosed. When title is vested, their title will be subject to matters of record against their names. NOTE 4 : 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. PTN LOT 4 ALL LOT 5 BLOCK 10 VOL 1 PAGE 135 END OF EXCEPTIONS Investigation should be made to determine if there are any service, installation, maintenance or construction charges for sewer, water, or electricity. In the event this transaction fails to close, a cancellation fee will be charged for services rendered in accordance withfour rate schedule. RT/amh ENCLOSURES : Sketch Vesting deed Page 4 rnvrcn 1 1 Atil,) &.) ri U1 '.,U#4N ASSESSMENTS � TO SHOW ACCURATE MEASUR 1 1 1 / I L S. 2ND ST. zo • �o o ;�5 • 5 19 �o �,�Z 20v° � ' n 1 —s i 20 h I 1. - �� v 9. 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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 hP mnrhP r„ n., ...._-__- r__ c__ _ • r • • 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: 1. (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 area 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. (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 from 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 Date 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 thereof,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. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY(10-17-92) and AMERICAN LAND TITLE ASSOCIATION LEASEHOLD OWNER'S POLICY(10-17-92) 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. (a)Any law,ordinance or governmental regulation(including but not limited to building and 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 area of the land or any parcel of which the land is or was a part;or(iv)environmental protection,or the affect 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.(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 from 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)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 estate or interest insured by this policy. 4. Any claim,which arises out of the transaction vesting in the Insured the estate or interest insured by this policy,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that is based on: (a)the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer,or (b)the transaction creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (i)to timely record the instrument of transfer;or (ii)of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. SCHEDULE B STANDARD EXCEPTIONS SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY-STANDARD COVERAGE AND CLTA STANDARD COVERAGE LOAN POLICY 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 properly 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. 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 workmen's compensation acts,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 or garbage collection or disposal,or other utilities unless disclosed as an existing lien by • the public records. • SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY-EXTENDED COVERAGE 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 resuft 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 installations 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,or garbage collection or disposal,or other utilities unless disclosed as an existing lien by the public records. 1004-252A R. -14 NORTHWEST REGION Washington NORTHWEST REGION Chelan-Douglas Counties 1010 South 336th Street,Suite 215 700 N.Mission Street,Wenatchee,WA 98807 Federal Way,Washington 98003 (509)662-4721 (253)838-1054 • Clark County 501 S.E.Columbia Shores Boulevard • Suite 500,Vancouver,WA 98661 (206)695-1301 AGENCY OPERATIONS King County 1200 Sixth Avenue,Suite 100 320 108th Avenue N.E.,Suite 651 Park Place Building Bellevue,Washington 98004 Seattle,WA 98101 (425)452-5353 (206)628 4650 Kitsap County COMMITMENT FOR 9619 Levin Road N.W.,Silverdale,WA 98383 TITLE INSURANCE (360)692-4556 TITLE AGENTS • Okanogan County Washington 700 Okoma Drive,Suite ,Omak,WA 98841 (50Benton . Clallam . Cowlitz . Franklin Pierce County 6111 100th Street S.W. Island . Jefferson . King . Lewis Lakewood,WA 98499 (206)589-1488 Pacific. Skagit . Whatcom . Yakima Snohomish County 2939 Colby Avenue, Everett,WA 98201 (206)252-1156 Oregon • • Benton . Curry .Jackson Spokane County ISSUED BY North 720 Argonne Road, Spokane,WA 99212 Klamath . Lane . Linn . Marion (509)922-2222 TRANSNAITON TITLE INSURANCE COMPANY •Polk . Umpqua . Yamhill Transnation Thurston County 2625 Martin Way,Olympia,WA 98506 A LANDAMERICA COMPANY (206)943-4150 Oregon HOME OFFICE: Multnomah . Clackamus . Washington Counties 101 Gateway Centre Parkway,Gateway One 2200 U.S.Bancorp Tower Richmond,Virginia 23235-5153 111 S.W.Fifth Avenue Portland,OR 97204 (503)222-9931 B 1004-252A TRANSPORTATION PLANNING & ENGINEERING, INC. 2223-112°AVENUE N.E.,SUITE 101-BELLEVUE,WASHINGTON 98004-2952 VICTOR H.BISHOP,P.E.President TELEPHONE(425)455-5320 DAVID H.ENGER,P.E.Vice President • FACSIMILE(425)453-5759 November 28, 2000 Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. DEVE 3011 80th Ave. S.E. r r�rJ Mercer Island, WA 98040 DEC 0 1 C OO Re: Proposed City Center Building Trip Generation Analysis Dear Mr. Loman: At your request, we have estimated the vehicle trip generation for the proposed City Center Building. The office building site is located on the southwest corner of the Main Ave. S./S. 2" St. intersection in Renton. Figure 1 attached is a vicinity map showing the location of the site and the surrounding street network. Figure 2 attached shows a reduced-size copy of the May 17, 2000 preliminary site plan by LPN Architecture and Planning. The project will include an office building with approximately 124,876 square feet of office floor area and a 30-stall ground-level parking garage. Vehicle access to the parking will be via a driveway entrance from Main Aye. S. and an exit to the alley onto S. 2nd Street. The project also includes constructing a new a 391 stall parking garage on the east side of Main Ave. S. on the existing City of Renton parking lot, across the street from the proposed office building. The existing City lot contains 45 parking stalls, so the net increase in stalls on the City site would be 346 stalls. After construction of the proposed garage, the City would still have the use of 45 parking stalls on the site. The preliminary site plan on Figure 2 shows one driveway onto Main Ave. S. serving the proposed parking garage. • The proposed office building site is currently occupied by a former gas station building that has approximately 1,500 square feet of gross floor area. The building is occupied by a coffee shop that offers espresso, baked goods and other menu items, as well as the retail sale of miscellaneous antiques. The shop also includes a bakery. The proposed City Center Building project will remove this existing on-site building. The proposed office building is estimated to generate the net new vehicular trips during an average weekday and during the street traffic peak hours as shown on Table 1. The vehicular trips estimated to be generated by the existing on-site building are also shown. The net new trips on the street network expected for the proposed City Center R068700tgIt2.doc Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. November 28, 2000 Page 2 Building are calculated as the proposed office building totals minus the existing on-site building totals. The trip generation estimates are calculated using the trip generation equations and average rates in the Institute of Transportation Engineers (ITE) Trip Generation, Sixth Edition, 1997 for General Office Building (ITE Land Use Code 710) and High- Turnover (Sit-Down) Restaurant (ITE Land Use Code 832). Trip Generation does not contain a land use identical to the present uses of the existing on-site building. High- Turnover (Sit-Down) Restaurant was used to estimate the trip generation for the existing building, because it appears to be the land use in Trip Generation that most closely matches the existing uses. A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. The trip generation values shown on Table 1 account for all site trips made by all vehicles for all purposes, including employee, customer, visitor, and service and delivery vehicle trips. As shown on Table 1, the net new average weekday trip generation for the proposed City Center Building is estimated to be 1,378 trips (689 entering the site and 689 exiting), including 209 trips during the AM peak hour (189 entering, 20 exiting) and 203 trips during the PM peak hour (27 entering, 176 exiting). These totals include vehicle trips to or from the proposed parking garage on. the east side of Main Ave. S., as well as trips to or from the surface parking lot beneath the proposed office building. Since the parking garage on the east side of Main Ave. S. will contain many more parking stalls, most of the vehicle trips generated by the project will be oriented to that garage. . Please contact me if you have any questions. Very truly yours, TRANSPORTATION PLANNING & ENGINEERING, INC. ?74 4-77e,N David H. Enger, P.E., P.T.O.E. DHE: Vice President R068700t02.doc Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. November 28, 2000 Page 3 Table 1. Vehicle Trip Generation Proposed City Center Building Trip Trips Trips Time Period Equation Entering Exiting Total Proposed City Center Building (ITE Land Use Code 710) — 124,876 sq. ft. floor area Average Weekday 787 787 1,574 Ln(T)=0.768x (50%) (50%) Ln(X)+3.654 AM Peak Hour 196 27 223 Ln(T)=0.797x (88%) (12%) Ln(X)+1.558 PM Peak Hour 37 182 219 T=1.121(X)+ , (17%) (83%) 79.295 Existing On-Site Building (ITE Land Use Code 832) — 1,500 sq. ft. gross floor area Average Weekday T=130.34X 98 (50%) 98 (50%) 196 AM Peak Hour T=9.27X 7 (52%) 7 (48%) 14 PM Peak Hour T=10.86X 10 (60%) 6 (40%) 16 Net New Trips due to Proposed City Center Building Average Weekday -- 689 689 1,378 AM Peak Hour -- 189 20 209 PM Peak Hour -- 27 176 203 Notes: T = number of site-generated trips X = 1000 sq. ft. of building gross floor area R068700tgIt2.doc / • j • '. •YST • yg,• H 4TH 4 ST - Y' 10 i i. 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I • 0 N) 2D 1-71 Cf ,L( **************************************************************** City of Renton WA Reprinted: 12/04/00 15 : 16 Receipt **************************************************************** Receipt Number: R0006802 Amount : 2 , 500 . 00 12/04/00 15 : 16 Payment Method: CHECK Notation: #1399 OAKHURST Init : LN Project #: LUA00-155 Type: LUA Land Use Actions Parcel No: 723150-1230 Location: SW CORNER OF MAIN AVE S AND S 2ND STREET Total Fees : 2 , 534 . 98 This Payment 2 , 500 . 00 Total ALL Pmts : 2 , 534 . 98 Balance : . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81 . 00 . 0007 Environmental Review 500 . 00 000 .345 . 81 . 00 . 0017 Site Plan Approval 2 , 000 . 00 City of Renton WA Reprinted: 12/01/00 12:52 Receipt **************************************************************** Receipt Number: R0006753 Amount: 34.98 12/01/00 12:52 Payment Method: CHECK Notation: #4270170132 STON Init: LN Project #: LUA00-155 Type: LUA Land Use Actions Location: SW CORNER OF MAIN AVE S AND S 2ND STREET Total Fees: 2,534.98 This Payment 34.98 Total ALL Pmts: 34.98 Balance: 2,500.00 **************************************************************** Account Code Description Amount 000.05.519.90.42.1 Postage 34.98 ^9 , Ai gust 21,2000 Renton City Council Minutes Page 305 MOVED BY CORMAN, SECONDED BY SCHLITZER, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. MOTION CARRIED. CORRESPONDENCE Councilmember Keolker-Wheeler referred to a letter from Mike Shane, 513 Public Works: Garbage Cans Cedar Ave. S.,Renton, 98055,in which he expressed concern about garbage Blocking Sidewalks cans blocking sidewalks and inquired whether this violates ADA regulations. Ms.Keolker-Wheeler requested that an insert be included in utility bills asking residents not to block sidewalks with garbage cans. OLD BUSINESS Council President Corman presented a report regarding the Main Street parking Committee of the Whole garage. The Committee recommended the following: Development Services: Main • Authorize the Mayor to proceed with the negotiations to develop a lease Ave S Parking Structure, and/or other documents to transfer the development and use rights of the Stonefield Development Co City's parking lot to Stonefield Development Company for a new 11AR - combination public/private parking structure for the City Center Building. •' The lease will be structured based on a letter of intent and presented to • Council for review prior to execution. MOVED BY CORMAN, SECONDED BY SCHLITZER, COUNCIL CONCUR IN THE COMMITTEE REPORT.* Councilmember Keolker-Wheeler expressed her concerns regarding going forward with the lease,and questioned whether sale of the property has been considered in lieu of a 50-year lease. Mayor Tanner pointed out that a business is willing to construct a$20 million building in the downtown.area. Explaining that as part of the project,the City will retain 45 public parking spaces,which he noted will be covered parking. *MOTION CARRIED. Community Event: Referring to a prior Council suggestion that the City provide liability insurance Neighborhood Groups' Events to neighborhood groups holding annual events, Councilmember Keolker- Liability Insurance Wheeler reported that these events cannot be covered under the City's insurance policy,however;neighborhood groups can buy their own liability insurance for$150. Mayor Tanner said it may be possible for the City to reimburse neighborhood groups for the purchase of liability insurance. MOVED BY PARKER, SECONDED BY CORMAN, COUNCIL REFER THE MATTER OF REIMBURSING NEIGHBORHOOD GROUPS FOR THE PURCHASE OF LIABILITY INSURANCE TO THE FINANCE COMMITTEE. CARRIED. ORDINANCES AND The following resolution was presented for reading and adoption: RESOLUTIONS Resolution#3467 A resolution was read authorizing signature for depositories and electronic fund Finance: Bad Debt Write-off transfers on behalf of and in the name of the City of Renton. MOVED BY SCHLITZER, SECONDED BY CORMAN, COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. The following ordinance was presented for first reading and referred to the Council meeting of 9/11/00 for second and final reading: Franchise: Puget Sound An ordinance was read granting unto Puget Sound Energy, Inc., a Washington Energy Corporation, and its successors and assigns,the right,privilege, authority and franchise for 15 years,to construct, operate, set, erect, support, attach,connect, maintain,repair,replace, enlarge and use facilities for purposes of APPROVE©BY CITY COUNCIL ,• nape COMMITTEE OF THE WHOLE COMMITTEE REPORT • = • August 21,2000 am" ree ar ng; arage.- s.(Referred°AugustY8/14/00)�` '� . The Committee recommends the following: • • Authorizing the Mayor to proceed with negotiations to develop a lease and/or-other documents to _transfer the development and use rights of the City's parking lot to Stonefield for a new • combination public/private parking structure for the City Center Building. • The lease will be structured based on a'Letter of Intent and presented to Council for review prior to execution. • • • • andy Corman,Council President cc: Sue Carlson • • C:\WINDOWS\TEMP\COW Main Street Parking Garage Ctte Rept.doc\ August 14,2000 Renton City Council Minutes Page 290 CAG: 00-061, Oakesdale Ave City Clerk reported bid opening on 7/5/00 for CAG-00-061, Oakesdale Ave. SW Phase 1B &Phase 2,Gary SW Phase 1B &Phase 2; 5 bids; project estimate$2,252,674.60; and submitted Merlino Const Co staff recommendation to award the contract to the low bidder, Gary Merlino Construction Co.,Inc.,in the amount of$2,094,834.50. Council concur. EDNSP: Main Ave S Parking "Economic Development,Neighborhoods and Strategic Planning Department Structure, Stonefield requested authorization to proceed with the transfer of development and use Development Co Lui p, rights of City property located at 212—222 Main Ave. S.to Stonefield Development Company, LLC, for a new combination public/private parking structure for a new office building at 219 Main Ave. S. Refer to Committee of the Whole. Annexation: Anderson, 148th Economic Development,Neighborhoods and Strategic Planning Department Ave SE& SE 120th St recommended a public meeting be set on 9/11/00 to consider the 10%Notice of Intent to Annex petition for the proposed Anderson Annexation; approximately 19 acres located east of 148th Ave. SE and south of SE 120th St. (if extended). Council concur. Annexation: Lee,Hoquiam Economic Development,Neighborhoods and Strategic Planning Depaitinent Ave NE and NE 9th St recommended a public meeting be set on 9/11/00 to consider the 10%Notice of Intent to Annex petition for the proposed Lee Annexation; approximately 12 acres located east of Hoquiam Ave.NE(142nd Ave. SE)north of NE 9th St. (if extended) and west of 144th Ave. SE(if extended). Council concur. Technical Services: Street Technical Services Division recommended amending City Code to clarify and Vacation&Release of streamline procedures for the processing of street vacation and release of Easement Petition Processing, easement petitions. Refer to Planning&Development Committee. City Code Changes CAG: 00-110,Aberdeen Ave City Clerk reported bid opening on 8/8/00 for CAG-00-110,Aberdeen Ave.NE NE Utility Improvements, Utility Improvement Project; project estimate$1,666,550.00; and submitted Robison Construction staff recommendation to award the contract to the low bidder,Robison Construction,Inc., in the amount of$991,851.13. Council concur. MOVED BY CORMAN, SECONDED BY NELSON, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED.* Responding to Councilman Parker's inquiry regarding the Oakesdale Ave. SW Project,PlanningBuilding/Public Works Administrator Gregg Zimmerman explained that there will be a delay in getting the wetland permit from the Army Corps of Engineers. This will cause a delay in performing some portions of the project,however; other portions can be completed without the permit. Responding to Councilman Persson's inquiry regarding the Aberdeen Ave.NE Utility Improvement Project,Mr. Zimmerman agreed that there was a significant difference between the engineer's estimate and the contractor's bid. He said there does not appear to be any errors in the contractor's bid and he will certainly keep on eye on the project. City Attorney,Larry Warren pointed out that three other bids were also below the engineer's estimate. Councilmember Keolker-Wheeler requested that a list of partners,principals and investors of the Stonefield Development Company, LLC,be made available to the Council to assist them in making their decision regarding the proposal to transfer development and use rights of City property to the company. *MOTION CARRIED. CITY OF RENTON COUNCIL AGENDA BILL AI/I: .g•G ' For Agenda of: August 14, 2000 - Dept/Div/Board.. Economic Development, Neighborhoods and Strategic Planning Staff Contact Susan Carlson Agenda Status Consent Subject: Public Hearing.. Proposed transfer of development and use rights of City property Correspondence.. at 212 —222 Main Avenue S. for new combination public/private Ordinance P P Resolution parking structure for new office building at 219 Main Avenue S. Old Business Exhibits: New Business X Issue Paper Study Sessions Information Letter of Intent Site Map Recommended Action: Approvals: Refer to Committee of the Whole for 8/21 meeting. Legal Dept X Finance Dept Other Fiscal Impact: Expenditure Required... Transfer/Amendment Amount Budgeted Revenue Generated S1,000/year (+ CPI), • plus 25% of net revenue for weekend above-grade public parking. Total Project Budget City Share Total Project.. SUMMARY OF ACTION: Stonefield Development Company, LLC, ("Stonefield")would like to build the City Center Building, a five or six- story, Class A, office building on mostly vacant land at the southwest corner of Main Avenue S. and S. Second Street. In order to meet the parking needs for the building, Stonefield wishes to lease development and use rights (i.e., the "air rights") for property owned by the City and located on the opposite side of Main Avenue S. directly east of the office building site to use for parking. The City's property is currently used as a surface parking lot with 45 parking spaces. Stonefield proposes to construct, use and operate a seven-story parking structure with over 300 parking spaces on the City's site. The current grade (ground) level parking will continue to be available for public parking at all times. The six stories of above-grade level parking will be available during business hours for the Stonefield development and during evenings and weekends as public parking. Stonefield proposes to lease the development rights to the City's property for fifty years at$1,000 per annum, adjusted annually by the CPI. Stonefield will also pay to the City 25% of all net revenue for weekend above-grade public parking. At the end of the fifty years, the parking structure would revert to the City. Stonefield may thereafter lease parking spaces from the City in this parking structure or another comparable facility at fair market value in five-year terms for an additional 50 years. STAFF RECOMMENDATION: The Administration recommends that the Council authorize the Mayor to proceed with negotiations to develop a lease and/or other legal documents as necessary to transfer the development and use rights (i.e., the "air rights") of the City's parking lot at 212 —222 Main Avenue S. to Stonefield for a new combination public/private parking structure for the City Center Building office development at 219 Main Avenue S. The lease will be structured based on the attached Letter of Intent and will be presented to the Council for review prior to execution by the -Mayor. Q:\EDNSP\Mark's\Miscellaneous Economic Development Iteins\Stonefield Agenda Bill 8-7 CITY OF RENTON ECONOMIC DEVELOPMENT,NEIGHBORHOODS AND STRATEGIC PLANNING MEMORAN D U M DATE: August 7,2000 TO: Randy Corman, Council President Members of the Renton City Council VIA: Jesse Tanner,Mayor FROM: Sue Carlson,EDNSP Administrator STAFF CONTACT: - Mark Santos-Johnson,extension 6584 SUBJECT: City Center Building Parking Garage ISSUE: Proposed transfer of development and use rights of City of Renton property at 212—222 Main Avenue S. for new combination public/private parking structure for new office building at 219 Main Avenue S. • BACKGROUND: The City is aggressively working to revitalize downtown Renton to be the heart of the City and contain a lively mix of residential, office,retail and entertainment opportunities. During the last five years, the City has worked to transform the mix of aging infrastructure, older buildings and large car lots in the downtown core to provide mixed-use housing and retail developments, a regional transit center, the Piazza park and major infrastructure improvements. More recently, the City has worked to attract developers to build new office space in downtown Renton. As part of the downtown revitalization effort, the Stonefield Development Company,LLC, ("Stonefield") would like to build the City Center Building, a five or six-story (approximately 137,000 square feet), Class A, office building on mostly vacant land at the southwest corner of Main Avenue S. and S. Second Street. Because of the high water table in downtown Renton,they are unable to build structured parking underground as is typical for large office developments in many urban centers. In order to meet the parking needs for the City Center Building, Stonefield wishes to lease development and use rights (i.e.,the"air rights")for property owned by the City and located on the opposite side of Main Avenue S. directly east of the office building site to use for parking. The City's property is currently used as a surface parking lot with 45 parking spaces. The proposed lease of the City's property for parking allows Stonefield to maximize the 219 Main Avenue S. site for office use. (See the attached Site Map.) The major elements of the proposed lease between Stonefield and the City are outlined in the attached Letter of Intent and noted below: ■ Stonefield proposes to construct,use and operate a seven-story parking structure(approximately 111,000 square feet) with over 300 parking spaces on the City's site (i.e., six stories over the existing ground level parking). The current grade (ground) level parking will continue to be available for public parking at all times(except during construction of the parking garage). The six stories of above-grade level parking will be available during business hours for the Stonefield development and during evenings and weekends as public parking. Q:\EDNSP\Mark's\Miscellaneous Economic Development Items\Stonefield Issue Paper 8-7.doc 1 • The initial term of the lease will be 50 years commencing with the date of issuance of the building — permits. At the end of the 50-year period,the title to the improvements shall revert to the City. • At the end of the 50-year period,the City will make available to Stonefield the same number of parking stalls as provided in the parking structure for another 50-year period, at Stonefield's option. The parking will be provided either in this parking structure or in another structure of like quality and distance from the office building site. The parking spaces will be provided at fair market rents in ten five-year terms at Stonefield's option. • During the 50-year term of the lease,Stonefield will pay the City$1,000 per annum, in advance. This amount will be increased by the percentage increase of the CPI for each calendar year of the lease agreement. Stonefield will also pay to the City 25% of all net revenue(after operating and management costs)received from fees charged for parking stalls above the grade level in the parking structure between 7:00 PM Friday and 7:00 AM Monday. This excludes parking provided - to tenants of the office building pursuant to leases. RECOMMENDATION: The Administration recommends that the Council authorize the Mayor to proceed with negotiations to develop a lease and/or other legal documents as necessary to transfer the development and use rights (i.e., "air rights")of the City's parking lot at 212—222 Main Avenue S. to Stonefield for a new combination public/private parking structure for the City Center Building office development at 219 Main Avenue S. The lease will be structured based on the attached Letter of Intent and will be presented to the Council for review prior to execution by the Mayor. This recommendation meets the following objectives: • The City Center Building is consistent with the City's long-term land use policies, including the City's Comprehensive Plan vision statement and the Downtown Element Policies. • The City Center Building is responsive to the City's long-term goals for urban center development and the City's current economic development strategies to revitalize downtown Renton. The project will provide substantial Class A office space for an estimated 1,250 employees,plus their clients. • The project provides parking to help support additional economic development and revitalization efforts in downtown Renton. • The City will receive an annual fee,plus a share of the net revenue from weekend public parking in the above-grade level parking in the parking structure. At the end of the 50-year team of the lease, the City will acquire title to the seven story parking structure. • The City will receive revenue from construction sales tax, property taxes and the spin-off effects of the City Center Building's employees and their clients buying goods and services in Renton. Attachments: Letter of Intent Site Map cc: Jay Covington Marilyn Petersen Q:\EDNSP\Mark's\Miscellaneous Economic Development Items\Stonefield Issue Paper 8-7.doc - 2 Stonefield Development Company, LLC and City of Renton Letter of Intent Draft • May 23, 2000 1. Background: Stonefield Development Company, LLC or assigns ("Stonefield") intends to build a five or six-story, Class A, office building on mostly vacant land at the northwest corner of Main Avenue South and Second Street in downtown Renton (207 — 219 Main Avenue South). As an integral part of this development, Stonefield wishes to lease development and use rights for property owned by the City of Renton, currently used as a surface parking lot, located on the opposite side of Main Avenue South directly east of the office building site. The City's surface parking lot now contains 45 parking spaces. 2. Purpose of Agreement: This agreement will provide for the transfer of development and use rights to Stonefield for construction and operation of a parking garage on real property owned in fee by the City of Renton. The legal description of the property is described below. The legal instruments comprising the "Agreement" between the City and Stonefield are expected to include a long-term lease, necessary easements, and/or such other conveyances as are mutually agreed upon by the City and Stonefield. 3. Parties: City of Renton, Washington, "City" or"Lessor." Stonefield Development Company, LLC, and its assigns, "Lessee." 4. Proposed Use: Lessee's construction, use and operation of an approximately six (6) level parking structure over existing ground level. It is anticipated that the completed construction will contain in excess of 300 parking stalls. Page 1 of 4 5. Subject Real Property: The property owned by the City and currently used as a surface parking lot, is located at 212—222 Main Avenue South, Renton, WA 98055 and • is legally described as: THE SOUTH 25 FEET OF LOT 3 AND ALL.OF LOTS 4,5, AND 6 IN BLOCK 10 OF TOWN OF RENTON,AS PER PLAT RECORDED IN VOLUME 1 OF PLATS,PAGE 135,RECORDS OF KING COUNTY. TOGETHER WITH THE EAST 5 FEET THEREOF, CONDEMNED FOR ALLEY PURPOSES IN KING COUNTY SUPERIOR COURT CAUSE NO. 87129, AS PROVIDED BY ORDINANCE NO. 272 OF THE TOWN OF RENTON; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 6. Term of Agreement: a) The initial term of the Agreement will be fifty (50) years. The fifty-year term of the Agreement will commence on the date of issuance of building permits. At the end of the fifty-year period, the title to the improvements on the project shall revert to the City of Renton. b) The City of Renton will make available to Lessee, at the end of fifty (50)years, the same number of parking stalls as Lessee enjoyed in the parking structure, in that structure, or a structure of like quality and distance from the office building site, for a fifty-year period of time, at Stonefield's option. 7. Consideration to Renton: During the term of the Agreement, Lessee shall pay and provide to the City the following as the monetary consideration for the Agreement and Lessee's use of the subject property: 7.1 Lessee shall pay to the City the sum of$1,000.00 per annum, in advance, for each year of the Term beginning on the date the building permit is Page 2 of 4 issued. This amount shall be increased by the percentage increase of the CPI for each calendar year of the Agreement. 7.2 The City of Renton retains ownership and unrestricted use of the grade level parking. (a) No public parking will be provided or available during construction of the parking garage. 7.3 Lessee will pay to the City, within fifteen (15) days after the end of each month, twenty-five percent (25%) of all net revenue (after operating and management costs) received by Lessee from fees charged for parking stalls above the grade (ground) level of the parking garage between 7 PM Friday and 7 AM Monday. Parking provided to tenants pursuant to leases of office or other space within the office building shall be deemed to have no separate monetary consideration or revenue to Lessee for purposes of this subsection, and shall not be included within the calculation of parking revenue. 7.4 The City of Renton agrees to lease, at Stonefield's option, after the initial 50 year term, the parking space previously described in ten five-year terms, with rent to be agreed upon between the City and Stonefield at fair market value. The City of Renton keeps the right to use the grade level parking, but at no expense to Stonefield. Should the parties be unable to agree at fair market rental, they may submit their dispute to arbitration before the American Arbitration Association or, if that organization no longer exists, to its functional equivalent or similar alternative dispute • agency or methodology. The parties shall agree to use a single arbitrator and split the expense of that arbitrator's fees. Stonefield shall have the option, at the end of any five-year period, to terminate this lease. 8. Summary: It is our intent that this letter is not contractual in nature. This letter is the expression of the principal business terms on which the City and Stonefield Development Company, LLC agree to proceed'to draw the Agreements. The Agreements will not be or Page 3 of 4 become effective unless and until applications for building permits for the office building and parking garage are approved. If the foregoing is acceptable to the City of Renton, please return an executed copy to us. We will then prepare the Agreement for the City's review and approval. Thank you. Agreed and Accepted: City of Renton, Washington By: Its: /)1 Yo R Agreed and Accepted: Stonefield Development Company, LLC By:,/ci c� • 4. Its: 7'."b)4"r�'' -- Page 4 of 4 7 Future Renton , Performing Arts Center \ _ . S. 2nd Street Future Public Metropolitan Par 'ng Place / - S. Future Renton Mixed-Use Fire Renaissance Center Transi Developer.ent ►���s Station Mixed-Use ►.. „.4 #11 Development 0 & rii � ►����`�` Park 'n Ride aj ���� to Pav Ilion w 1r • Renton Piazza ka istoric•1 7.3 IN Muse Veteran. V1 emo S. 3rd Street •• Park ai ilip Burnett \-\p�s Station Mixed-Use / levelopment PX1 Downtown Renton City Center Building Proposal 0 200 400 C0~�Y O,p Neighborhoods&Strategic Planning ���a Proposed Parking Garage Site '"' ""'" • + U.Ngl 1:2400 �N.r0 17 July 2000 /// Proposed Office Building Site PHASE I AND LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT PROPOSED CITY CENTER BUILDING PROPERTY MAIN AVENUE SOUTH AND SOUTH 2ND STREET RENTON, WASHINGTON E-9457-1 December 11, 2000 PREPARED FOR STONEFIELD DEVELOPMENT LLC DEvEIOPMEMrP • V OFf�EA .oN ►NQ. JAN 0 5,2001' ' , C?)Q Q �,�,;�; � _ GENE Deborah'J. Kristoff Project Manager ' 1)-Egi-Eav) kK`-- Kyle R., Campbell, P.E. Lpil Architects & Pi693nsrs Vice President Earth Consultants, Inc. 1805 - 136th Place Northeast, Suite 201 Bellevue, Washington 98005 (425) 643-3780 Toll Free 1-888-739-6670 TABLE OF CONTENTS E-9457-1 PAGE EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 3 1.1 Scope of Services 3 1.2 Site Description 4 2.0 SUBSURFACE CONDITIONS 5 2.1 Geology 5 2.2 Groundwater 5 2.3 Radon Potential 5 3.0 SITE RECONNAISSANCE 6 3.1 Site Observations 6 3.2 Survey of Adjacent Properties 7 4.0 SITE HISTORY RESEARCH 8 4.1 Historical Site Use 8 4.1.1 West Parcel, Block 13 8 4.1.2 East Parcel, Block 10 10 4.2 Historical Off-Site Use 11 5.0 REGULATORY AGENCY RECORDS REVIEW 14 5.1 Subject Property 14 5.2 Surrounding Properties 15 5.2.1 National Priorities List (NPL) 15 5.2.2 CERCLIS List 16 5.2.3 Hazardous Material Handlers (RCRA Facilities) 16 5.2.4 Toxic Cleanup Program (TCP) List 17 5.2.5 Underground Storage Tank List (UST) 18 5.2.6 Leaking Underground Storage Tank (LUST) List 19 5.2.7 Landfills - (SWF) 20 6.0 SOIL SAMPLING AND ANALYSIS 21 7.0 FINDINGS and CONCLUSIONS 22 8.0 STANDARD LIMITATIONS 23 9.0 LIST OF REFERENCES 24 Earth Consultants, Inc. t i t � TABLE OF CONTENTS, Continued E-9457-1 PLATES Plate 1 Vicinity Map Plate 2 Site Plan APPENDICES Appendix A Site Photographs and Historical Aerial Photographs Appendix B Analytical Data and Soil Probe Logs Appendix C September 1990 Ecology Letter Earth Consultants, Inc. r EXECUTIVE SUMMARY ECI has performed a Phase I Environmental Site Assessment (ESA) of the subject property in conformance with the scope and limitations of. ASTM Practice E-1527-00. ECI also conducted a limited Phase II ESA at the site. The following is a summary of our findings concerning potential environmental issues identified during our assessment of the subject property. This summary should be used for introductory purposes and the reader should refer to the report for further clarification. Site Description: The subject site consists of eight city lots located in the downtown area of Renton, King County, Washington. Five of the lots. are located on the west side of Main Avenue South and four of the lots are located east of Main Avenue South. A former service station building, a kiosk, and three former service islands are present on the northern portion of the west parcel. The building is currently occupied by 'a coffee shop and a bakery. The east parcel is a concrete paved parking lot. Land use in the site vicinity is primarily commercial. Historical Research: The site was developed with five residences between 1880 and 1910. ' The site was commercially developed following removal of the dwellings. A service station was present on the north end of the west parcel from the early 1940s until approximately 1990, when the underground storage tanks were removed. Other commercial tenants of the site have included an appliance store, automotive sales, a sporting goods store, and a vacuum cleaner store. Regulatory Agency List Review: The subject site is listed on the Underground Storage Tank (UST) and Leaking Underground Storage Tank (LUST) lists. The UST list information indicates five USTs have been removed from the site. The UST list does not indicate the presence of any remaining USTs. The LUST list indicates the former presence of contaminated soil at the site, with a current "reported cleaned up" site status. Regulatory agency lists reviewed for this report identified no off-site facilities representing an environmental concern to the subject property. Site Reconnaissance: ECI's site reconnaissance identified 'no stressed vegetation, no aboveground or remaining underground,storage tanks, and no sign of hazardous material spills to the ground surface. Our site reconnaissance did not identify any environmental concerns at the subject site. E-9457-1 -December 11, 2000 Earth Consultants, Inc. - 1 - r � Limited Phase II ESA: ECI explored subsurface site conditions with eight soil probes and five geotechnical borings. No evidence of contamination was noted in the thirteen borings. Soil samples collected from three of the soil probes were analyzed for benzene, toluene, ethylbenzene, and xylenes (BTEX) and gasoline range total petroleum hydrocarbons (TPH). Gasoline and BTEX were not detected in the soil samples. Conclusions: ECI has reviewed reasonably ascertainable historical records, environmental records, and regulatory databases. This environmental site assessment has revealed no evidence of Recognized Environmental Conditions in connection with the subject property. • This ESA did identify a Historical Recognized Environmental Condition. A service station previously operated on the north end of the west site parcel. In 1990, soil contamination was encountered at the site during removal of the underground storage tanks and hoists. Our review of the hoist and UST removal report indicated the contaminated soil was successfully removed from site. A 1990 letter from the Department of Ecology states that the UST closure complied with their cleanup standards. ECI explored subsurface site conditions as a part of this ESA: Eight soil probes were drilled around the former service island locations to evaluate the potential for subsurface contaminations in these areas: Additionally, three of the five geotechnical borings drilled by ECI were located on the former service station site. No evidence of contamination was noted in the soil probes and borings. Soil samples collected from three of the soil probes were analyzed for BTEX and gasoline. Gasoline and BTEX were not detected in the soil samples. • E-9457-1 -December 11, 2000 Earth Consultants, Inc. -2- • 1.0 INTRODUCTION Earth Consultants, Inc. (ECI) has completed a Phase I and Limited Phase II Environmental Site Assessment (ESA) of the proposed City Center Building site located at Main Avenue South and South 2nd Street in Renton, King County, Washington. The site consists of eight city lots. Six of the lots are in use as parking lots, a former service station building housing a coffee shop and a bakery occupy the two remaining lots. The western site parcel is owned by Renton Cornerstone Investments. The eastern site parcel is owned by the City of Renton. This investigation was performed by ECI for Stonefield Development LLC in accordance with our October 17, 2000 proposal, authorized by Mr. Richard Loman on October 15, 2000. This report summarizes the project approach and findings. 1.1 ,Scope of Services • ECI conducted this Phase I and Phase II ESA to evaluate the potential for contamination on the subject property resulting from past or present activities. The scope of work for this study was limited to the following tasks: • A review of reasonably ascertainable information from .various sources with respect to historical use of the property and its surroundings; • A visual reconnaissance of the subject property, along with photographic documentation of selected points of interest; • A review of regulatory agency lists; • Drill eight environmental soil probes at the site and field screen 51 soil samples collected from the soil probes for the potential presence of gasoline. • Submit three soil samples for laboratory analysis of benzene, toluene, ethylbenzene, . and xylenes (BTEX) and gasoline range total petroleum hydrocarbons (TPH). • Preparation of this written report. The scope of the project did not include an audit of environmental regulatory compliance issues or permits. • E-9457-1 -December 11, 2000 Earth Consultants, Inc. -3- 1 1.2 Site Description The site location is shown on the Vicinity Map, Plate 1 . A general layout of the site and surrounding properties is presented on the Site Plan, Plate 2. Photographs are included as Appendix A. The subject site is located in the northwest quarter of Section 17, Township 23 North, Range 5 East. Land use in the site vicinity is primarily commercial. A City of Renton fire station and a historical museum are located east of the site. The site is connected to the city sanitary sewer and water service. The site is located in the Cedar River flood plain, approximately 700 feet south of the northwest flowing Cedar River. Lake Washington is located approximately 1 .6 miles north of the site. The subject site is located at an elevation of approximately 44 feet, relative to the City of Renton Vertical Datum. The flood plain slopes very gently down toward the north/northwest and is flanked by steep hillsides on the south, east, and west. The topography of the site vicinity is shown on Plate 1 . • Ms. Sue Carson with the City of Renton and Mr. Larry Dickson, owner of Renton Cornerstone Investment, informed ECI that, to the best of their knowledge, there are no above ground or underground storage tanks located at the site, there are no environmental liens against the site, and there have been no spills or dumping of hazardous wastes or materials at the subject site. Ms. Carson has been familiar with the site since 1993. Mr. Dickson has been familiar with the site since 1989. • • E-9457-1 -December 11, 2000 Earth Consultants, Inc. _ -4- 2.0 SUBSURFACE CONDITIONS 2.1 Geology The referenced geologic map identified surficial soil in the .downtown Renton area as urban land which has been modified by widespread or discontinuous artificial fill. Native soil in the flood plain area beyond the urban land is described as Cedar River alluvial deposits of sand and gravel with associated thin layers of silt, clay, and peat. The alluvium can exceed a thickness of 100 feet. In November 2000, ECI installed five geotechnical borings and eight environmental soil probes on the site's west parcel. In general, the borings encountered dense sand and gravel with varying amounts of silt. 2.2 Groundwater The groundwater table was encountered in the borings at approximately twenty (20) feet below site grade. Based on local topography and surface water features in the site vicinity, the inferred groundwater flow direction in the site vicinity is toward the north. Actual groundwater conditions may vary due to site-specific subsurface conditions and local surface hydrology. Fluctuations in groundwater levels are expected, depending on seasonal variation, amount of rainfall, surface water runoff, and other hydraulic factors. 2.3 Radon Potential ECI reviewed EPA's Map of Radon Zones for Washington State. The site is located in an area designated as Zone 3. A Zone 3 designation has the lowest estimated radon potential indicated on the map, with an average indoor radon screening level less than two picocurie per liter (Pci/L). The EPA "action level" for radon is four Pci/L. • E-9457-1 -December 11, 2000 Earth Consultants, Inc. -5 - • • 3.0 SITE RECONNAISSANCE On November 22, 2000, Deborah Kristof with ECI visited the subject property to assess whether environmental conditions at the subject site have been adversely impacted by past or on-going activities. The focus of our reconnaissance was to identify obvious visual signs of potential environmental contamination caused by current and/or historical property activities. • Our site reconnaissance included identifying the use and storage of hazardous substances, the potential presence of underground storage tanks (USTs), signs of stressed vegetation, stained soils, and illegal dumping. ECI also walked the perimeter of the subject property in order to observe adjacent properties and assess whether adjacent property uses may have adversely impacted environmental conditions on the subject property. • 3.1 Site Observations The west site parcel is a concrete paved parking lot. The lot was empty at the time of our site reconnaissance. This city lot provides free parking for shoppers. A Puget Sound Energy utility vault is present near the southwest corner of the site. ECI observed standing water with no sheens in the concrete vault.' ECI did not observe any electrical equipment in the vault. The southern half of the west site parcel is a private parking lot. A small concrete slab was present at the northwest corner of the lot. Asphalt in poor repair covers the northern portion of the lot, the southern portion is unpaved. The northern half of the west parcel is a former service station property. The southern portion of this area is used for parking. The concrete pump islands, the pump island canopies, the former station building, and the former kiosk remain, the hoists, fuel pumps, and product lines have been removed. ECI observed patched asphalt in the former UST and product line locations. The northern half of the site building is occupied by Jet City Espresso, a coffee stand and gift store. The building floor is concrete. ECI observed patched concrete in the former hoist locations. ECI did not observed any sumps, pits, floor drains, or chemical storage areas within the north portion of, the building. The southern half of the building is occupied by a small commercial bakery. ECI observed several ovens within the bakery. The building floor is painted concrete. ECI did not observe any sumps, pits, floor drains, or chemical storage areas within the south portion of the building. E-9457-1 -December 11, 2000 Earth Consultants, Inc. -6- Based on a 1940s construction date for the building, the building may contain asbestos containing building materials (ACM). ECI did not observe any friable suspect ACM at the site. Non-friable suspect ACM includes flooring tile observed in the Jet City Espresso kitchen and office area and roofing material. ECI did not observe conditions behind finished, partitions, walls, or ceilings. No stressed vegetation, surface stains indicative of chemical spillage, above ground storage tanks, or evidence of existing underground storage tanks (USTs), such as vent pipes or fill ports, were observed on the site. ECI did not observe any electrical transformers, sumps, hoists, waste pits, or lagoons at the site. 3.2 Survey of Adjacent Properties South 2nd Street is located north of the west site parcel. A parking lot is located northwest of the site, across the street. A glass shop, a tattoo parlor, a beauty salon, and a teriyaki restaurant occupy the commercial building located north of the street. An Allstate Insurance office is located northeast of the site. Ben's Loans, a pawnshop, is located north of the east site parcel. Sliders, a tavern, is located south of the west parcel and a two story building apparently being used to store collectables is located south of {he east site parcel. A sign on this building identifies the former building use as The Renton Pub. An alley is located east of the site. Renton Fire Station 11 is located east of the site, east of the alley. The fire station building is on the north half of this parcel and the south portion is a fenced parking lot. The Renton Historical Museum is located southeast of the site. The museum property includes a small parking area along the alley. An alley is located west of the site. From north to .south, the west adjacent neighbors consist of Parker Paints (a paint store), an antique/collectable mall, the 212 Building containing offices and a hair salon, a women's clothing store, and a cafe with meeting rooms. The adjacent properties were generally flat lying at the same approximate elevation as the subject site. ECI did not observe any obvious signs of contamination on adjacent properties during our site reconnaissanc,e. • E-9457-1 -December 11, 2000 Earth Consultants, Inc. -7- 4.0 SITE HISTORY RESEARCH ECI researched the history of land use activities on and immediately surrounding the subject property to identify former land use that may have adversely affected soil and groundwater. For the purposes of this research we reviewed the following: • Aerial photographs dated 1936, 1946, 1956, 1960, 1968, 1970, 1974, 1980, 1985, 1990, and 1997. • Historical tax records and city directories. • Kroll Maps circa 1953, 1960, 1972, and 1987. • Sanborn Fire Insurance Maps dated 1904, 1909, 1927, and 1962. • Chain-of-Title Documents. • Interviews with people knowledgeable with respect to site history. 4.1 Historical Site Use 4.1.1 West Parcel, Block 13 Lots 19 and 20: A single family residence was constructed on Lots 19 and 20 in 1910. Tax records also identified a garage on this parcel and indicate the residence was heated by an oil burning furnace. The residence is present on the 1936 air photo and the 1904, r - 1907, and 1927 Sanborn Maps. The residence had a street address of 203 Main Avenue South and was removed in 1941 . A service station was constructed on Lots 19 and 20 in the early 1940's. As shown on the 1946 photo (Photo 5), the facilities consisted of a three winged building occupying the eastern portion of this parcel and a smaller building on the southwest portion of the parcel. The three winged building appears to have been a cashiers kiosk and two service islands. The north half of the smaller building was an automotive repair facility and the south half of the smaller building was leased out to the tenants of Lot 18. The station was connected to the public sewer system. In the early to mid 1960s, the three winged structure was removed, new service islands were installed, and the smaller building was expanded. The 1962 Sanborn map and the 1968 and 1970 (Photo 6) aerial photographs show the improvements on Lots 19 and 20 the site in the current configuration. E-9457-1 -December 11, 2000 Earth Consultants, Inc. -8 - Title documents indicate Standard Oil/Chevron operated the service station until approximately 1986, when Richard and Maxine Charley obtained the property. The property operated as Charley's Automotive until 1990. The underground storage tanks, product lines, and hoists were removed in 1990. The 1950 through 1987, street directories list 207 Main Avenue South as a Standard or Chevron Station. The 1991 street directory identifies the facility as "Under Construction". Jet City Espresso has occupied the north portion of the building for approximately eight years. The bakery has occupied the south portion of the building since early to mid 1999. The south potion of the building was s a barbecue restaurant prior to the bakery. . Title records indicate Lots 1.9 and 20 were sold to DMN Partnership in 1990 and to Renton Cornerstone Investments in 1992. Lot 18: In 1880, a single family residence with a garage was constructed on Lot 18, at 211 Main Street. _ The residence was heated by stove heat and was connected to the public sewer. The residence is shown on the 1936 air photo and the 1904 through 1927 Sanborn maps. The residence was removed in 1941 . The 1946 air photo (Plate 3) shows a large building occupying all of Lot 18. Tax records indicate this commercial building was constructed in 1941 . The tax records and street directories indicate the Lot 18 address was 205 Main. Street directory listings indicate an appliance store occupied at least part of this building in 1950. The 1956 listing shows the building as a Buick sales office, with the central and west portion of the building in use as an automotive maintenance and repair facility. The 1960 and 1966 directories indicate a U.S. Navy recruiting office and a screen printer occupied the building. The commercial building was demolished in 1968 and the site was paved as a parking lot. The 1968 and later photographs show Lot 18 to be a paved parking lot. The Lot 18 addresses were not listed in the 1970 and later street directories. Title record indicate Lot 18 was associated by ownership with Lots 19 and 20, and was included in the 1986 sale to Mr. and Mrs Charley, the 1990 sale to DMN Partnership, and the 1992 sale to Renton Cornerstone Investments. Lot 17: In 1908, a single family residence with a garage was constructed on Lot 17, at 213 Main Avenue South. The residence was heated by stove heat and was connected to the public sewer. The residence is shown on the 1936 and 1946 aerial photographs and the 1904 through 1927 Sanborn Maps. The residence was removed in approximately 1955 and the lot was paved as a parking lot. The 1960 and later photos and maps show Lot 17 as a parking lot. The Lot 17 address was not listed in the street directories. E-9457-1 -December 11, 2000 Earth Consultants, Inc. -9- • Title records indicate Lot 17 was sold to DMN Partnership in 1990 and to Renton Cornerstone Investments in 1992. Lot 16: In 1880, a single family residence with a shed was constructed on Lot 16, at • 217 Main Street. The residence was heated by stove heat and was connected to the public sewer. The residence is shown on the 1936 through 1968 air photos and the 1904 through 1962 Sanborn maps. The residence was removed in 1969 and the 1970 and later aerial photographs show Lot 17 as a vacant parcel. Title records indicate Lot 16 was sold to Dixon Associates in 1990, to Donald B. Murphy Contractors Inc. in 1990, and to Renton Cornerstone Investments in 1992. • 4.1.2 East Parcel, Block 10 S 25 ' Lot 3 and Lot 4: Title documents indicate the south 25 feet of Lot 3 and Lot 4 were associated with Lot 5. The 1904 and 1909, Sanborn maps show the site portion of Lot 3. and Lot 4 as undeveloped. The 1927 Sanborn map shows a shed or other small building on the east edge of Lot 4. The shed is observable on the 1946 aerial photograph. The 1936 and 1946 air photos show the lots as grass and tree covered. Tax records indicted the site portion of Lot 3 and, Lot 4 were paved as a municipal parking lot in 1953. This portion of the site appears as a parking lot on the 1960 and later aerial photographs. Title documents indicate the City of Renton acquired this portion of the site in 1994. Lot 5: A single family residence with a garage was constructed on Lot 5 in 1910. The residence, located at 218 Main Avenue South, was heated by stove heat. Tax records and street directories indicate the building was occupied as a sporting goods store from the mid to late 1940s until the mid 1960, and was a vacuum cleaner sales and service shop from the mid 1960's until the late 1980s. The Lot 5 building is shown on the 1936 through 1985 aerial photographs. The Lot 5 building was between 1985 and 1990 and the 1990 aerial photograph shows Lot 5 as a vacant parcel. The City of Renton acquired Lot 5 in 1994. Lot 6: A single family residence with a garage was constructed on Lot 6 in 1908. The residence, located at 222 Main Avenue South, was heated by stove heat. The residence was removed in approximately 1949. The 1936 and 1946 aerial photos show a residence-like building on Lot 6. Lot 6 appears to be a paved parking lot on the 1960 and later aerial photographs. The City of Renton acquired Lot 6 in 1994. E-9457-1 -December 11, 2000 Earth Consultants, Inc. - 10- r r • 4.2 Historical Off-Site Use Based on the 1904 and 1909 Sanborn Maps and tax records, adjacent properties were either vacant or developed with residences in the late 1800s and early 1900s. By 1927, a service station had been constructed northeast of the west site parcel across South 2nd Street and Main Avenue. The 1950 and 1956 street directories identified this northeast adjacent property as a service station. The building is listed as vacant in the 1960 and 1966 directories. An insurance company has occupied the former service station building since the 1970s. In 1912, a telephone company building was constructed on the north portion of Lot 3, north of the east site parcel. The 1936 air photo shows a small building in this location, the building had been added on to by the time of the 1946 aerial photograph. The building appears to have housed telephone switching and operator equipment. The telephone company remained in this, building through 1956. From approximately 1958 through at least 1985, the building was used as beauty and/or barber training school. This building was heated by an oil-burning furnace some time during this time period. The building is listed as vacant in the 1990 directory. This building is now in use as a pawnshop. • A single family residence was present north of the west site parcel, across South 2nd Street, prior to 1936. By 1936, a retail building had been constructed on this property. The 1950 through 1970 street directories listed this building as a furniture and appliance store. The 1970 directory also listed "Tony's Cleaners" as a building occupant. Later occupants included a thrift store, a credit union, and a real estate office. Current tenants include a glass shop, a tattoo parlor, a beauty salon, and a teriyaki restaurant. A gas station was constructed northwest of the site in the mid 1940's. City directories indicate the service station operated until at least 1970. The 1975 listing identified this building as an automotive repair facility. The 1980 and later city directories identified this property as a parking lot. In 1911, a hospital was constructed at the southeast corner of Main Ave South and South 2nd Street, north of Lot 3 and east of Lot 20. The hospital building is present along the south edge of this parcel on the 1936 and 1946 aerial photographs. The hospital was removed by 1953. A 1956 tax photo and the 1956 street directory indicates this property was a used car lot. This north and east adjacent parcel appears to be a paved parking lot on the 1960 through 1974 aerial photographs. By 1980, the building on Lot 3 had been expanded or re-built to include the south end of this lot. This building is now a pawnshop with paved parking north of the building. E-9457-1 -December 11, 2000 Earth Consultants, Inc. - 11 - i r r . A commercial building was constructed south of the west site parcel in 1929. This building is present on all the aerial photographs reviewed. This building appears to have been a grocery store and cafe through the 1930s and possibly the 1940s. This building has been a tavern since at least 1957. A single family residence was constructed south of the east site parcel in 1895. A 1938 photo shows at least part of the building being used as a health food store and a violin studio. Tax records dated 1946 shows this building as a store or restaurant/lounge. This building was heated by an oil-burning furnace some time during this time period and was removed in approximately 1946. The 1946 aerial photograph shows this south adjacent lot as vacant and the 1960 air photo shows a new commercial looking building on this lot. The 1950 and 1956 street directories identify this building as a state employment office. The 1970 directory identified the building occupant as Honeywell Inc. This building was a tavern from the early/mid 1970s through at least 1991 . The shop appeared to be a storage area for collectibles at the time of our site visit. Three or four residences were constructed on the east and northeast adjacent properties between 1880 and 1929. The residence east of site Lot 6 was destroyed by fire prior to 1927. In 1941, a fire station was constructed southeast of the site. The lot east of Lot 6 appears to be a lawn area for the fire station on the 1946 and 1960 aerial photos and had been partially paved for parking by 1970. By 1985, the former fire station had been converted into the currently existing Renton Historical Museum. The remaining east adjacent lots contained residences until approximately 1975. By 1980, the currently existing fire station had been constructed northeast and east of the site. A residence was present west of Lots 19 and 20 until the early 1940s. A Safeway store was constructed west of Lot 19 in 1940. This building has been a paint store since the mid 1960s. Tax records indicate a residence/business may have been present west of Lot 18 lot prior to 1941 . However, the quality of the 1936 aerial photograph does not allow confirmation of the presence of a structure. A commercial retail building was constructed on this lot in 1941 . Building tenants identified by tax records and street directories include a drug store, an auto supply store, a variety store, a furniture store, an appliance store, and a plant care service. This building is now an antique mall. A hotel was constructed west of Lot 17 in 1910. In 1946, this lot was redeveloped with a five and dime store. The building was remodeled into a multi-tenant building sometime in the 1960s or 1970s. City directory listings did not identify any suspect environmentally sensitive tenants building for this building. E-9457-1 -December 11, 2000 Earth Consultants, Inc. - 12- A residence was present west of Lot 16 prior to 1926. In 1926, a commercial building was constructed on this west adjacent property. Earlier occupants included a real estate office. The 1950 through 1985 street directories identified this building as a music and piano store. This building was not listed in later directories and is currently a women's clothing. store. A commercial retail building was constructed on the southwest adjacent property in 1927. A 1938 tax photo shows the building was occupied by a plumbing supply store and a tailor. A 1947 tax photo and street directories through 1980 identify the building as a music store and a drug store. Later occupants included thrift store, a cafe, and a gift shop. E-9457-1 -December 11, 2000" Earth Consultants, Inc. - 13- 5.0 REGULATORY AGENCY RECORDS REVIEW ECI conducted a search of available government records. The search meets the requirements of ASTM Standard Practice for Environmental Site Assessments, E 1527- 97. Locations of sites identified by ECI's search are shown,on Plate 1, Vicinity Map. Under the currently applicable federal, state, and local regulations, owners of property contaminated by hazardous or regulated substances may be liable for cleanup actions, even though the substances have migrated onto their property from off-site sources. Furthermore, costly cleanup actions may be required under Washington's Model Toxics Control Act (MTCA) if site soils, sediments, surface water, and/or groundwater contain hazardous or regulated substances at levels that exceed MTCA criteria. 5.1 Subject Property The subject property is listed on the Underground Storage Tank list. The UST list indicates five UST have been removed from the site. The UST list did not indicate the presence of any remaining USTs. The subject property is listed on the Leaking Underground Storage Tank list. The list identifies soil as the media impacted. The site's_status is listed as "reported cleaned up". ECI reviewed Ecology's file on the subject site. The file contained the referenced August 1990 underground storage tank closure report by EA, Engineering, Science, and Technology. Based on the report, the three original gasoline USTs, installed in 1930, were removed during a 1958 modernization project. Three new gasoline USTs were installed in 1958 and a fourth gasoline UST was installed in 1980. The gasoline USTs were located south of the southern service islands and kiosk. A used oil UST and a heating fuel (diesel) UST were located north of the building. The heating fuel UST was. installed in 1972. The age of the waste oil UST was unknown. Two hoists were located within the north side of the building. The south side of the building was storage and offices. The six USTs, two hoists, and the product lines were removed in July 1990. Ten soil samples were collected from the walls and base of the gasoline UST excavation and tested for purgable hydrocarbons (gasoline) and BTEX. One soil sample was collected from the product line excavation and analyzed for gasoline and BTEX. Gasoline and BTEX were not detected at concentrations above Ecology's soil cleanup levels, as determined by Method A of the Model Toxics Control Act (MTCA). The soil removed from the excavation had an odor and was permitted to aerate until the odor dissipated. The soil was then returned to the excavation. E-9457-1 -December 11, 2000 Earth Consultants, Inc. - 14- Soil samples collected from beneath the former used oil UST and heating fuel USTs were analyzed for extractable hydrocarbons (diesel and oilr by EPA . Method 418.1. Extractable hydrocarbons were not detected at concentrations above the MTCA Method. A soil cleanup levels and the excavations were backfilled. Soil samples collected from beneath the former hoists locations were analyzed for extractable hydrocarbons by EPA Method 418.1 . Extractable hydrocarbons were not detected in the sample collected from the southern hoist excavation. The concentrations of extractable hydrocarbons detected in the sample collected from the northern hoist excavation (770 ppm) exceeded the MTCA Method A soil cleanup level of 200 ppm oil. Additional soil was removed from the northern hoist excavation and the excavation was resampled. Extractable hydrocarbons were not detected in the sample collected from the expanded northern hoist excavation. The soil removed from the northern hoist location was transported, under permit, to a permitted sanitary landfill for disposal. Based on information in the UST closure report, Ecology provided a September 1990 letter stating that proper procedures were followed during the UST closure and that Ecology's cleanup standards had been met or bettered at the site. A copy of Ecology's letter is attached as Appendix C. 5.2 Surrounding Properties 5.2.1 National Priorities List (NPL) One site located within one mile of the site is a listed NPL site. Information for the NPL site follows. 1) Site Name: Pacific Car and Foundry Co. (PACCAR) Site Address: 1400 North 4th Street Renton, Washington Proximity: 0.8 mile northeast The PACCAR site is located at a lower elevation and cross gradient to the subject site. Remediation, including engineering and institutional controls, was completed at the PACCAR site in 1997. Based on the remedial status of the PACCAR site and its topographic relationship to the subject site, the PACCAR site does not represent an environmental concern to the subject site. E-9457-1 -December 11, 2000 Earth Consultants, Inc. -15 - 5.2.2 CERCLIS List One CERCLIS site is located within one-half mile of the subject property. Information for the CERCLIS site follows. 1) Site Name: Washington Natural Gas Site Address: 319 South 3rd Street Renton, Washington Proximity: 0.4 mile west Based on a groundwater flow direction toward the north, the Washington Natural Gas (WNG) site is located cross gradient to the subject site. The WNG site appears on the achieved CERCLIS site list, indicating the EPA has determined they need not take any further action at this site. Based on the archived status of the WNG site and its topographic relationship to the subject site, the WNG site does not represent an environmental concern to the subject site. 5.2.3 Hazardous Material Handlers (RCRA Facilities) No listed RCRA treatment, storage, or disposal (TSD),facilities are located within one-half mile of the subject site. None of the adjacent properties are listed as a RCRA hazardous waste generators. One RCRA corrective action (CORRACTS) site is located within one-mile of the subject site. Information for the CORRACTS site follows. 1) Site Name: Boeing Renton Site Address: 800 North 6th Street Renton, Washington Proximity: 0.8 mile north The Boeing site also appears on the TCP list and is identified as TCP site 7 on the Vicinity Map, Plate 1 . The Boeing site is at a lower elevation than the subject site and is down gradient to the subject site. The CORRACTS database indicates remedial actions have been implemented at the Boeing site. Based on the remedial status of the Boeing site and its topographic relationship to the subject site, the Boeing site does not represent an environmental concern to.the subject site. • • E-9457-1 -December 11, 2000 Earth Consultants, Inc. - 16- 5.2.4 Toxic Cleanup Program (TCP) List Ten sites located within one mile of the subject site are listed on Ecology's TCP list. The approximate locations of the TCP sites are shown on the Vicinity Map, Plate 1 . Information for the TCP sites follows. 1) Site Name: PACCAR Inc. Site Address: 1400 North 4th Street Renton, Washington Proximity: 0.7 mile northeast 2) Site Name: Walker Subaru Site Address: 250 Rainier Avenue South Renton, Washington Proximity: 0.6 mile west 3) Site Name: Duke's Transmission and Used Cars Site Address: 255 Rainier Avenue Renton, Washington Proximity: 0.7 mile west 4) Site Name: Renton Airport Fire Training Area Site Address: 616 West Perimeter Road Renton, Washington Proximity: 0.9 mile northwest 5) Site Name: Unocal Station 5024 Site Address: 59 Rainier Avenue South Renton, Washington Proximity: 0.7 mile northwest 6) Site Name: Sky Harbor Aviation Site Address: 300 Airport Way South Renton, Washington Proximity: 0.6 mile northeast 7) Site Name: Boeing Renton Site Address: 800 North 6th Street Renton, Washington Proximity: 0.8 mile north E-9457-1 -December 11, 2000 Earth Consultants, Inc. - 17- , 8) Site Name: Cedar River Trail Site Address: North Riverside Drive Renton, Washington Proximity: 0.4 to 1 + mile northwest 9) Site Name: Renton School District 403 Warehouse Site Address: 235 Airport Way South Renton, Washington Proximity: 0.6 mile northwest 10) Site Name: Renton Highlands Landfill Site Address: 2880 Northeast 3rd Street Renton, Washington Proximity: 0.9 mile northeast All of the TCP sites are greater than one-half mile from the subject site. Based on a groundwater direction toward the north, none of the TCP sites are located hydraulically up gradient to the subject site. Based on the physical relationship of the ten TCP sites relative to the subject site, the TCP sites do not represent an environmental concern to the subject site. 5.2.5 Underground Storage Tank List (UST) The site appears on the UST list, as discussed in Report Section 5.1, above. Two adjacent sites also appear on the UST list. Information for the adjacent UST sites follows. 1) Site Name: State Farm Site Address: 1000 South 2nd Street Renton, Washington Proximity: Northeast adjacent 2) Site Name: City of Renton Fire Department Site Address: 211 Mill Avenue South Renton, Washington Proximity: East adjacent Based on the UST list information, a used oil UST has been removed from the State Farm site and two USTs, a. gasoline UST and an UST of whose contents were not identified, have been removed from the Fire Station site. There was. no listing for any active USTS at these site and neither of the two sites appear on any contaminated sites list. E-9457-1 -December 11, 2000 Earth Consultants, Inc. -18 - Based on a groundwater flow direction toward the north, both of these inactive UST sites are cross gradient to the subject site. Both sites are separated from the subject site by a street or alley. Based on the location of these sites relative to the subject site and • the absence of active USTs at these sites, these two UST sites do not represent an environmental concern to the subject site. • 5.2.6 Leaking Underground Storage Tank (LUST) List As discussed in Report Section 5.1, above, the subject site is listed on the LUST list and is identified as LUST site 1. There are seven additional LUST sites located within one-half mile of the subject site. The approximate locations of the LUST sites are shown on the Vicinity Map, Plate 1 . Information on these LUST sites follows. 2) Site Name: Cook's Chevron Mart II Site Address: 201 South 3rd Street Renton, Washington Proximity: 0.4 mile west 3) Site Name: Goodyear ASC 8821 Site Address: 207 3rd Avenue Renton, Washington Proximity: 0.4 mile west 4) Site Name: Seattle Social Services and Employment Site Address: 220 South 3rd Place Renton, Washington Proximity: 0.4 mile west 5) Site Name: Blencoe Dental Building Site Address: 200 South 3rd Place Renton, Washington Proximity: 0.4 mile west 6) Site Name: Texaco Star Mart Site Address: 1408 Bronson Way North Renton, Washington Proximity: 0.3 mile northeast 7) Site Name: Moscatel Property Site Address: 233 Main Avenue. South Renton, Washington Proximity: 0.05 mile south E-9457-1 -December 11, 2000 Earth Consultants, Inc. -19- 8) Site Name: Tailor's Auto Body Site Address: 330 Main Avenue South Renton, Washington Proximity: 0.1 mile southeast Based on an inferred groundwater direction toward the north, LUST sites 2 through 6 are located either cross gradient or down gradient to the subject site. All of these LUST sites except LUST site 2, Cook's Chevron, have reportedly been cleaned up. ,Cleanup has reportedly been initiated at the Chevron site. Based on the physical relationship of LUST sites 2 though 6, and the remedial status of these sites, LUST sites 2 through 6 do not represent an environmental concern to the subject site: The Moscatel Property and Tailor Auto Body sites are located upgradient to the site. The LUST list identified soil as the media impacted at these two sites, the LUST list information did not indicate groundwater contamination. These two LUST sites have reportedly been cleaned up. However, due to the proximity of the Moscatel site relative to the subject site, ECI reviewed Ecology's files for the Moscatel site. Information in the file indicated a petroleum UST was removed from the Moscatel property in 1990. A cleanup was done, however, some petroleum.contaminated soil remains beneath the building. Based on the absence of groundwater contamination, the cleanup status of these two sites, and the limited extent of remaining contamination at the Moscatel property, these two LUST sites do not represent an environmental concern to the subject site. 5.2.7 Landfills - (SWF) No active or abandoned landfills are located within one-half mile of the subject site. E-9457-1 -December 11, 2000 Earth Consultants, Inc. -20- • 6.0 SOIL SAMPLING AND ANALYSIS The UST closure report for the subject site indicated that only one shallow soil sample had been analyzed from the product line and service island locations. The sample had been collected from just south of the northern service island. On November 30, ECI advanced eight soil probes around the three service islands to evaluate the potential presence of contamination. Six of the soil probes extended to a depth of 14 feet bgs and two of the probes extended to 18 feet bgs. The soil probe logs are presented in Appendix B. ECI collected soil samples on a continuous core basis below the depth of two feet. Samples from approximate two foot intervals were field screened for the potential presence of volatile organic compounds, such as gasoline, using a photoionization detector (PID). A total of 51 soil samples were field screened. The field screening results ranged from 0 ppm to 9.5 ppm, which are typical of background readings. The PID readings are shown on the soil logs. No evidence of contamination was noted in any of the soil samples. ECI selected the sample with the greatest PID reading from borings around each of the three service islands for laboratory analysis of gasoline and BTEX. Gasoline and BTEX were not detected in the soil samples. The sample results are summarized in Table 1, below. The laboratory report is included in Appendix B. Sample ID Gasoline mg/kg BTEX µg/kg Benzene Toluene Ethylbenzene xylenes P101 @ 6' , ND ND ND ND ND P104 @ 12' ND ND ND ND ND P107 @ 14' ND ND ND ND ND ND= Not Detected E-9457-1 -December 11, 2000 Earth Consultants, Inc. -21 - 7.0 FINDINGS AND CONCLUSIONS ECI has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E-1527-00 of the proposed City Center Building site, located at 207 Main Avenue South, Renton, Washington. Our services included a limited Phase II ESA of the subject site. This environmental site assessment has revealed no evidence of Recognized Environmental Conditions in connection with the subject property. This ESA did identify a Historical Recognized Environmental Condition for the subject site. A service station previously operated on the north end.of the west site parcel. In 1990, soil contamination was encountered at the site during removal of the underground storage tanks and hoists. Our review of the hoist and UST removal report indicated the contaminated soil was successfully removed from site. A 1990 letter from the Department of Ecology states that the UST closure complied with their cleanup standards. ECI explored subsurface site conditions as a part of this ESA. Eight soil probes were drilled around the former service island locations to evaluate the potential for subsurface contaminations in these areas. Additionally, three of the five geotechnical borings drilled by ECI were located on the former service station site. No evidence of contamination was noted in the soil probes and borings. Soil samples collected from three of the soil probes were analyzed for BTEX and gasoline. Gasoline and BTEX were not detected in the soil samples. E-9457-1 -December 11, 2000 Earth Consultants, Inc. -22- 8.0 STANDARD LIMITATIONS • In preparing this report, ECI has reviewed historical records, interviewed public and private individuals as indicated in this document, reviewed regulatory agency files/databases, and observed property and surrounding property conditions. ECI has examined and relied on written documents, and oral statements made by others. ECI has not conducted an independent examination of facts contained in referenced materials and statements. ECI has assumed the genuineness of the documents and the information provided in the documents or statements is true and accurate. Our work did not include sampling and testing of groundwater, surface water, drinking water, asbestos, or radon gas. • ECI has conducted this project and prepared this report in accordance with generally accepted professional practices for the nature and conditions of the work completed in the same 'or similar localities, at the time the work was performed. ECI shall not be responsible for conditions or consequences arising from relevant facts that were concealed, withheld, or not fully disclosed at the time this work was performed. ECI recognizes that facts or conditions referenced in this report may change over time and the conclusions and recommendations set forth herein are applicable only to the facts and conditions described in this report at this time. Conclusions and recommendations were made within the operative constraints of the scope of work, budget, and schedule for this project. This report is not meant to represent a legal opinion. No other warranty, expressed or implied, is made. This report is intended for the exclusive use of Stonefield Development Company, LLC and their representatives for specific application to the subject property. Any future consultations or other services to third parties related to this project requires written authorization from Stonefield Development LLC. Any such ECI provided services to third parties is new work requiring formal agreement with the third party and will be performed in accordance with the formal agreement. E-9457-1 -December 11, 2000 Earth Consultants, Inc. -23 - 9.0 LIST OF REFERENCES • 1) Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process; American Society for Testing and Materials (ASTM), 1916 Race Street, Philadelphia, PA 19103; Designation: E1.527-97, July 2000. 2) Emergency Response Notification System (ERNS) Spills Report, (1987 through November 26, 2000; United States Coast Guard, National Response Center database, queried on December 5, 2000. 3) U.S. Environmental Protection Agency Region 10, NPL (Superfund) Sites List, October 23, 2000. 4) U.S. Environmental Protection Agency Superfund Program, CERCLIS, Region 10, Site Event Listing, October 23, 2000, and Archived Sites List, August 11;2000. 5) U.S. Environmental Protection Agency, Region 10 RCRA Generators list, October 8, 2000. 6) U.S. Environmental Protection Agency, Region 10 RCRA Treatment, Storage, and Disposal facilities List, October 8, 2000. 7) U.S. Environmental Protection Agency, Region 10 RCRA CORRACTS List, August 8, 2000. 8) Washington State Department of Ecology, Listing of Registered Underground Storage Tank Sites, October 13, 2000. 9) Washington State Department of Ecology, Leaking Underground Storage Tank Sites, October 13, 2000. 10) Washington State Department of Ecology, Toxic Cleanup Program - Confirmed & Suspected Contaminated Sites Report, June 14, 2000. 11) Washington State Department of Ecology, Toxic Cleanup Program - Hazardous Sites List, August 29, 2000, and Site Registers, May 13, 2000 through November 28, 2000. 12) Seattle/King County Department of Public Health, "Abandoned Landfill Study in King County", April 30, 1985. E-9457-1 -December 11, 2000 Earth Consultants, Inc. -24- 13) King County Department of Public Works, Solid Waste Division, Transfer Stations and Rural Landfill Locations List, 1995. - 14) Aerial photographs 1936, 1946, 1960, 1968, 1974, 1980, 1985, 1990, and 1997; Walkers and Associates, Seattle, Washington, and aerial photograph dated 1970, ECI in-house collection. 15) Historical Tax Archive Records for Lots 1 through 7 and Lots 11 through 19, Block 10, City of Renton; and Lots 1 through 6 and 15 through 20, Block 13, City of Renton Washington, provided by Puget Sound Regional Archive Office, Washington State Archives, Bellevue, Washington, reviewed by Deborah Kristof, November 2000. 16) Kroll Maps, East Supplement, Seattle Washington, circa 1950, 1972, and 1987, located at the University of Washington Library, Special Collections; and Puget Sound Archives, reviewed by Deborah Kristof, November 2000. 17) Polk City Directories for Renton, Washington, dated 1950, 1956, 1960, 1966, 1970, 1975, 1980, 1985, 1987, and 1991 University of Washington Special Collections, reviewed by Deborah Kristof, November 2000. 18) Sanborn Fire Insurance Maps for Renton, Washingto.n dated 1904, 1909, 1927, circa 1950, and 1962, University of Washington Microfisch Collection, reviewed by Deborah Kristof, November 2000. 19) Transnation Title Insurance Company, Bellevue, Washington, Chain of Title Documentation, Order 870148, dated October 24, 2000, and Order 870149, dated October 25, 2000. Prepared for Stonefield Development, LLC. 20) USGS Topographic Map, Renton, Washington, 1949, revised 1968. 21) USGS Topographic Map, Renton, Washington, 1949, revised 1994. 22) USGS Department of the Interior, Geology Map of the Renton Quadrangle, Washington, 1965. 23) Earth Consultants Inc.; Geotechnical Engineering Study, Proposed City center Building, Renton, Washington; E-9457, November 22, 2000. 24) EA Engineering, Science, and Technology; Report of Investigation for Underground Storage Tank Closure at R. P. Charley Automotive Service Station, 207 Main Avenue South, Renton, Washington; Project No. 1 1624.02, August, 1990. E-9457-1 -December 11, 2000 Earth Consultants, Inc. -25 - i 25) Washington Department of Ecology files for All State/De Jong property, Charley Automotive, and Moscatel Property, reviewed by Deborah Kristof, November, 2000. 26) Telephone interview with Ms. Sue Carson, City . of Renton Administrator of Economic Development, Planning, and Neighborhoods, by Deborah Kristof, November 27, 2000. 27) Telephone interview with Mr. Larry Dickson, owner Renton Cornerstone Investments, by Deborah Kristof, December 5, 2000. • E-9457-1 -December 11, 2000 Earth Consultants, Inc. -26- . • NIIIiii -f-7-- —,-.7-1-• i'A l'.r iv) .'''%'I. st 1-117/::7 I _ , .":.1111..d... :veli':-;;;._ ,--•'' ,_ %,- r, ,k,:., ...,.7„:liiiziii-i-----. t it ,.. I 11 % ..:1.' ..,,,-*. ,..-1 I. , ):•,.. ,:,:k. . ‘------i,,./:',72 11,A :;I ' ',It,---T-;-.../ 1 L - ‘1: {.-:',::\i'!,:. ,..''':::..:11-* k .21--1:tk-1 I I". \`'i.: ,,-,.. ,..'i,'. 11)1 1 i ". ---.,-----.. k ,..%. IA,. 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GLS Date Dec. 2000 Proj. No. 9457-1 misinterpretation of the information resulting from black&white reproductions of this plate. Checked DK Date 12,7/00 Plate 1 • . • a o 6 _` Parking co o cn m �C,� Lot s Q 0 F- _ �� Insurance / Office Not - To - Scale S. 2nd STREET 1 .• P-107 r�-�-4P-108 1 Parking III I -Canopy,! t i t Lot - - I—_ r—I P-106 I Parking I o •a 20 Pump Islands I �© Lot o P-1041 -1011 I ---7. .1•-- _7 I� jP-105 Kiosk I _1 1 L., Canopy,._— :—y III (.r Paint Store I -d 19 1 ' P-103 1 l 1 P-102 at r-i .LI i 1 I w Ben's Loans m Pawn Shop) 1Z W Renton Antique Parking . : > Fire Mall .Storage 18.. : Q .- — — —17'-' TT: — Q Station 1--I Bin 1 1__ wall: . • 1 I 3'zs'.::- ?;':., #11 cone :7-7I Z ©j - - = - - Pad Q I' Office 117 I I BuildingAsphalt ; MOOR:�� i :Gravel 1 Clothing ,Parkin Lot ,'� • Store 16:..:: " 1 Dpocl ,v0:': .=: : . bI I.; Tavern6: . Cafe LEGEND Dry Good 0 Photo Number and Storage Renton Direction of View Hitorical Mu Musseumeum P-101 Location of Soil Probe d�l�� is'i i Earth Consultants Inc. r— I 1 H II 1 Former UST Location wry N,1i/�NiiFi Geotechnical Engineers,Geologists&Environmental Scientists Subject Site Site Plan Proposed City Center 17 Lot Number Renton, Washington NOTE:This plate may contain areas of color. ECI cannot be responsible for any subsequent Drwn. GLS Date Dec. 2000 Proj. No. 9457-1 misinterpretation of the information resulting from black&white reproductions of this plate. Checked DK Date 12/7/00 Plate 2 . Y APPENDIX A SITE PHOTOGRAPHS E-9457-1 • Earth Consultants, Inc. E-9457-1 i - .;ae.>'e;:;;,� .Not, Y V. Y� ��.:i7 • .ry� 6. - M1 Iffy [[fj • • ' i { _ t t s R ! P ..:� t r ts.f f � -1 € h•-„syi ,e.,�".� t"c:Lsr� <a.d �.0.Wc`p ., ` ua r • • • I 4 ."4,itars CI 6 4 L LA • • Photo 1 East Site Parcel, north adjacent Pawn Shop and east adjacent Fire Station. �X r• / t F �,tt1y r a�.t+ .'�� , :;..• -. _ - - - "_ - _-- - - - .mot. Dill { .t tt: ,',t:' 5u�,�, J-. tly. ;' .._ � - � � :44 N in - fj' x • ' i w tP to ;n14.4 t -�*l'-r ;;3a x, "t �: :.� ..u-.. ^ ,'u, • • • Is' I I PVC es. • Photo 2 South half of West Site Parcel. Photos Dated 11/22/00 f E-9457-1 • 4 • ;:a n i C ram ' ' 1411- I Viz" �5 S& ^a• l _ . : a�s�+} :H �, �.. its M, ; i ,•= ,, its„ j�•I i'§ ` �Y �. r ,,r,: .,', s F s i ee -1-.4 ik• :• yam" . ;AS. r � , �, `� ,.." . ° s" iri`'c£,,�,• : t -•• • • c t••-ems. Photo 3 North half of West Site Parcel. � � a ;� c� � F �� � " � t ` �;i1 -y �` �� ?, �`�G0S�:�,="�• '� � ar ; ' _ r o St • ` t � Y 'FrN �.: hS'r .XP . t. 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Photograph by Walker and Associates o APPENDIX B ANALYTICAL DATA AND SOIL PROBE LOGS • E-9457-1 Earth Consultants, Inc. . 0 , • TRANSGLOBAL ENVIRONMENTAL GEOSCIENCES NORTHWEST, INC. 800 Sleater-Kinney SE, PMB #262 Lacey,Washington 98503-1127 Mobile Environmental Laboratories Telephone: 360-459-4670 Environmental Sampling Services Fax: 360-459-3432 December 6, 2000 Debbie Kristof _.r • Earth Consultants, Inc. 1805 136th Place NE, Suite 201 Bellevue, WA 98005 Dear Mr. Kristof: Please find enclosed the analytical data report for the City Center Project in Renton, Washington. Soil samples were analyzed for Gasoline by NWTPH-Gx and BTEX by Method 8021B on November 30, 2000. The results of these analyses are summarized in the attached tables. All soil values are reported on a dry weight basis. Applicable detection limits and QA/QC data are included. An invoice for this analytical work is also enclosed. TEG Northwest appreciates the opportunity to have provided analytical services to Earth Consultants for this project. If you have any further questions about the data report, please give me a call. It was a pleasure working with you on this project, and we are looking forward to the next opportunity to work together. Sincerely, ac....e a Michael A. Korosec President 4 4 • TEG NW SEATTLE CHEMISTRY LABORATORY (425)957-9872,fax(425)957-9904 TEG Job Number: S01130-10 Client: EARTH CONSULTANTS,INC Client Job Name: CITY CENTER Client Job Number: 9457-2 Analytical Results NWTPH-Gx/BTEX MTH BLK LCS P101 @ 6' P104 @ 12' P107 @ 14' Matrix Soil Soil Soil Soil Soil Soil Date extracted Reporting 11/29/00 11/29/00 11/29/00 11/29/00 11/29/00 Date analyzed Limits 11/30/00 11/30/00 11/30/00 11/30/00 11/30/00 NWTPH-Gxt mg/kg Mineral spirits/Stoddard solvent 0.10 nd nd nd nd Gasoline 0.10 nd nd nd nd BTEX , uq/kq Benzene 1.0 nd 7746 nd nd nd Toluene 1.0 nd 80% nd nd nd Ethylbenzene 1.0 nd nd nd nd Xylenes 1.0 nd •nd nd nd Surrogate recoveries: Trifluorotoluene 118% 122% 123% 125% 127% Bromofluorobenzene 120% 123% 119% 101% 120% Data Qualifiers and Analytical Comments nd-not detected at listed reporting limits na-not analyzed C-coelution with sample peaks M-matrix interference J-estimated.value Acceptable Recovery limits:65%TO 135% Acceptable RPD limit:35% ' Page 1 of 2 TEG NW SEATTLE CHEMISTRY LABORATORY (425)957-9872,fax(425)957-9904 TEG Job Number: S01130-10 Client: EARTH CONSULTANTS,INC Client Job Name: CITY CENTER Client Job Number: 9457-2 Analytical Results MS MSD NWTPH-Gx/BTEX RW-1 RW-1 RPD Matrix Soil Soil Soil Soil Date extracted Reporting 11/29/00 11/29/00 • Date analyzed Limits 11/30/00 11/30/00 NWTPH-Gx, mq/kq Mineral spirits/Stoddard solvent 0.10 Gasoline 0.10 BTEX ,uq/kq Benzene 1.0 76% 70% 8% Toluene 1.0 79% 74% 7% Ethylbenzene 1.0 Xylenes 1.0 Surrogate recoveries: Trifluorotoluene 118% 114% Bromofluorobenzene 121% 119% Data Qualifiers and Analytical Comments nd-not detected at listed reporting limits na-not analyzed C-coelution with sample peaks M-matrix interference J-estimated value Acceptable Recovery limits:65%TO 135% Acceptable RPD limit:35% Page 2 of 2 TruwsGL Oaa. t 13d -1 CHAIN-OF-CUSTODY RECORD ' ENVIRONMENTALr it GEOSC,ENCES � • C -- CC;n` V.P,---4g T..ice` DATE: Ilia/oG PAGE 1 OF I S: -o.' __ 4 _E *2n I 1� ll �.,�_ _ PROJECT NAME: 'C-A-y C.E.,ti- c c O�� F �: i6) Ly3-37a° FAX; (41z`5)i7Y6-ogba LOCATION: �p� i. NrikON 1JQ.bb:� o�rE of �� ). --f PROJECT#: ?151-� PROJECT MANAGER: Kis t`g-},-f COLLECTOR:D�Oo1v,v_ kc : c'4 XVICC /3 i �'!k' yg0 4b efsiO4 �10 ° � ,6\ E e E,, 2i i2 •6 Sample P1/4 , , , o cp q, �?y pie Number Depth Time Type Container Type , ..e.§r ke. e �e Qe e 4° NOTES $8 3* : 50 N, 01 ' G/ . 1"y34, C% 50-1 y 5 r „�.� c • B• ,4 li 4— . ✓ 11 1✓ , IiB•I1:10SHED nature DATE/TIME RECEIVED BY re)lure) ATFJTI — SAMPLE RECEIPT LABORATORY NOTES: BY Si {�39°6 ' Ii, (�}Dt11SHE BY 3�Sd 6 �� TOTAL NUMBER OF CONTAINERS • I I b^� (Signal ) DATEITIME RECEIVED BY(SIgnature) At t IME CHAIN Of CUSTODY SEALS YM/NA SEALS INTACT?YlN/NA RECEIVED GOOD CONOJCOLD I---- sa�tP+..rFDISPOSAL INSTRUCTIONS ��I 1 � Q TPG DISPOSAL � iNOTES: Turn Around Time:2.00 each 0 Return 0 Pickup + . MAJOR DIVISIONS GRAPH LETTER TYPICAL DESCRIPTION SYMBOL SYMBOL (::2'P. 0 5 GW Well-Graded Gravels,Gravel-Sand Gravel r Q o Q e Q o gW Mixtures, Little Or No Fines And Clean Gravels 1 n n n Gravelly (little or no fines) M M GP Poorly-Graded Gravels,Gravel- Coarse Soils Grained I - I - I - gp Sand Mixtures,Little Or No Fines Soils More Than pi i, G Silty Gravels,Gravel-Sand- 50°/ Coarse Gravels With I Mgm Silt Mixtures' Fraction Fines(appreciable \\\ Retained On amount of fines) # # GC Clayey Gravels,Gravel-Sand- No.4 Sieve •'• q gc Clay Mixtures o 'San SW Well-Graded Sands, Gravelly Andd Clean Sand op O°* c SW Sands, Little Or No Fines Sandy (little or no fines) { :.,,;- .:;4;,_� t:::;::;;• ::k r*:,:ix%••: $P Poorly-Graded Sands, Gravelly More Than Soils � :A0:''''� 50% Material4E?'4:#?::ff#:z Sp Sands, Little Or No Fines Larger Than More Than No.200 Sieve > $M Silty Sands, Sand Silt Mixtures Size 50°° Coarse Sands With Sm Fraction Fines(appreciable Passing No.4 amount of fines) $C Clayey Sands, Sand-Clay Mixtures Sieve ;>:::„; SC ML Inorganic Silts&Very Fine Sands,Rock Flo1.r,Silty- ml Clayey Fine Sands;Clayey Silts w/Slight Plasticity Fine Silts Liquid Limit CL Inorganic Clays Of Low To Medium Plasticity, Grained And Less Than 50 1 A Cl Gravelly Clays, Sandy Clays, Silty Clays, Lean Soils Clays I lIl I Organic Silts And Organic 1 I I1 I 1I I OL of Silty Clays Of Low Plasticity MH Inorganic Silts,Micaceous Or Diatomaceous Fire • More Than mh Sand Or Silty Soils 50/ Material Silts Smaller Than And • Liquid Limit CH Inorganic Clays Of High No.200 Sieve Clays Greater Than 50 ch Plasticity, Fat Clays. Size /% OH Organic Clays Of Medium To'High l l „ oh ' Plasticity, Organic Silts • �1� - 11. -I PT Peat, Humus, Swamp Soils Highly Organic Soils 1 `u 1 \I r ``r, pt With High Organic Contents Topsoil 'y 4"y y Humus And Duff Layer •�••�••����♦• Hlyhly Variable Constituents Fill � ♦♦♦♦♦♦ The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. DUAL SYMBOLS are used to Indicate borderline soil classification. C TORVANE READING,tsf I 2"O.D.SPLIT SPOON SAMPLER qu PENETROMETER READING,tsf W MOISTURE, %dry weight 11 24" I.D. RING OR SHELBY TUBE SAMPLER P SAMPLER PUSHED * SAMPLE NOT RECOVERED i WATER OBSERVATION WELL pcf DRY DENSITY, lbs.per cubic ft. , LL LIQUID LIMIT, % 2 DEPTH OF ENCOUNTERED GROUNDWATER PI PLASTIC INDEX DURING EXCAVATION . Y SUBSEQUENT GROUNDWATER LEVEL W/DATE • tr;') ({ Earth Consultants Inc. LEGEND \�11 CtYllli I11111 i11 1:11gilwrrs.0 ml gis`is&IJ I\'1fax111%'ll I,ll Sl.'N'111isls WWW Proj. No.945741 Date Dec. 2000 I Plate B 1 ' ^- Environmental Boring Log Project Name: Sheet of Proposed City Center 1 1 Job No. Logged by: Start Date: Completion Date: Boring No.: 9457-1 DK 11/30/00 11/30/00 P-101 Drilling Contactor: Drilling Method: Sampling Method: TEG Stratoprobe Push Ground Surface Elevation: Hole Completion: • ❑ Monitoring Well ❑ Piezometer . :. ® Abandoned,sealed with bentonite Field a • No. L n t a' co Surface Conditions: Asphalt Screening E . Blows • E a u. E E Results Ft. c7 rn o Ili co •Microtip ♦♦♦i SP-SM Brown medium to coarse SAND with silt,dense, moist(Fill) Reading(ppm) ♦♦.• • ♦♦:♦� 2 1.8 2' ♦♦♦� •=" 3 SP Brown fine to medium SAND,dense, moist 2.1 4' '`'`a:'a ` �'•oo� . 3.3 ':[a: ?'c 0.:: !:.I o: U : — SP/GP Brown medium to coarse SAND and gravel, very dense, moist .a .t.:..0 8 — . 3.2 8' `0:::. 9 — 2.6 10' o'• •.'� • : .;Q::::: 10 — o •: : •°:110.9• 11 — 3 12' 12. GP Gravel with SAND, very dense, moist •o.w V •. • 13 — ••t • 2.5 14' �� 14 Boring terminated at 14.0 feet below existing grade. No groundwater encountered during drilling. 0 0 0 c. 0 W , Q. a c. r U, v C. gJ ' Z mdf' •Ep1: /tll� Notes: t111( 1 ( . h Earth Consultants Inc. , II �'1in1dl Fnglnrc:ts.G-olosISM&Fnvlmnnxnral Scienrl..rS Z O Li, Proj.No. 9457-1 Dwn. GLS Date Dec.2000 Checked DK Date 12/7/00 Plate B2 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of infnrmoKnn nrnennferi nn+hi.In,. Environmental Boring Log Project Name: - Sheet of Proposed City Center 1 1 Job No. Logged by: Start Date: Completion Date: Boring No.: 9457-1 DK 11/30/00 11/30/00 P-102 Drilling Contactor: Drilling Method: Sampling Method: TEG Stratoprobe Push Ground Surface Elevation: Hole Completion: 0 Monitoring Well 0 Piezometer.. , ® Abandoned,sealed with bentonite Field Ti. No. r a Surface Conditions: Asphalt o t to Screening E ° Blows 2 E E N E Results N Ft. 5 cn 0 U Cl) ' Microtip ��� SP-SM Brown medium to coarse SAND with silt,dense, moist(Fill) Reading(ppm) • 2 III 2 3' 4 — • • ' o: 5 4'1,. SP Brown medium SAND with trace gravel,dense, moist 0.3 6' <<d.e;` iikii. 6 .:;pi;;o_;? 7 — . 1.6 8' <;i0 ;a:o i l i 9• • GP Brown GRAVEL with sand,very dense, moist 2 10' 11Ib1 •. • 10 — •• 1• I VII 'I 11 •.• 1.5 12' 0isv 12 — 1. . 13 — 1 Ill v 1.9 14' •. • •1• 14 — I O � • '• 15 — . 1 . 0 0 1.2 15.5' Its - 16 SP Gray medium to coarse SAND with trace gravel, very dense, moist - o °:3o'a>a 0 c9. , ao 17 — U e Q 1.3 18' 18 Boring terminated at 18.0 feet below existing grade. No groundwater encountered during drilling. z m /Pr -ji1: 4111� Notes: Earth Consultants Inc. • (lit ut, Fll Gcorrchniral Fnglne:c:m G:otcxttym&Fnvlrtxvi tenml Scientism z • 0 W Proj.No. 9457-1 Dwn. GLS Date Dec.2000 Checked DK Date 12R/00 Plate B3 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of infnrma*inn nrnennlul nn 4hic Inn environmental Boring Log Project Name: Sheet of Proposed City Center 1 1 Job No. Logged by: Start Date: Completion Date: Boring No.: 9457-1 DK 11/30/00 11/30/00 • P-103 Drilling Contactor: Drilling Method: ` Sampling Method: TEG Stratoprobe Push Ground Surface Elevation: Hole Completion: • ❑ Monitoring Well ❑ Piezometer.. :.. ® Abandoned,sealed with bentonite Field No. urface Conditions: Asphalt N C1 O t W coN 0 Screening E 4 Blows 2 E a�i Lt E w E Results Ft. c7 co o cn > cn Microtip ��• SP-SM Brown medium to coarse SAND with silt,dense, moist(Fill) Reading(ppm) • ..... • ' ' SP Brown medium SAND,dense, moist 1.7 4' ;,ti,;:::: Q. 1.7 6' o<E.6 ':� 6 — +* y 7 . GP Brown GRAVEL with,sand and trace silt,very dense, moist _ 1.6 8' op. •, 8 — •• '• • • •A • 0.6 10' . . . 0, in, 4 10 — • SP Brown medium to coarse SAND with gravel,very dense, moist 10. 12' 09:::i°`. ..d,...:0 - e:!;.::i! ::::: 13 — 1.6 14' 14 Boring terminated at 14.0 feet below existing grade. No groundwater encountered during drilling. 0 0. • w 'a 0. • m 9, 0 z o o Notes: • yd� Earth Consultants Inc. w 01:-II '' 1v// \'iF jJ Gccmxtmfcal Fngtne, ,Geofog1sn&Firvlmnn:enml Scientism 2 Z O Proj.No. 9457-1 Dwn. GLS Date Dec.2000 Checked DK Date 12/7/00 Plate B4 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of infnrnn.linn nrncnnFcrl nn*hie Inn 'Environmental Boring Log Project Name: Sheet of Proposed City Center • 1 1 - Job No. Logged by: Start Date: Completion Date: Boring No.: 9457-1 DK• • 11/30/00 11/30/00 • P-104 Drilling Contactor: Drilling Method: Sampling Method: TEG Stratoprobe Push Ground Surface Elevation: Hole Completion: 0 Monitoring Well 0 Piezometer • : ® Abandoned,sealed with bentonite Field a No. Z t n co . • Surface Conditions: Asphalt Screening E o Blows n E u_ E co E Results cn Ft. co co o co ? cn Microtip ♦♦ SP-SM Gray medium to coarse SAND with gravel,dense, moist(Fill) Reading(ppm) • ' ♦j♦♦♦♦ 1 • • :�:�:� 2 T-1 ♦♦♦♦♦♦ • ♦♦♦♦♦♦ 1.5 3' ♦j j�• 3 — ♦ ♦♦♦♦♦ . 4 SP Brown medium to coarse SAND with gravel,dense, moist a 5 2.2 • 6' .O::.o:` 0 6 ' V• • GP Brown GRAVEL with sand,dense, moist . 2.2 8' 1 I 8 — ;1;• 9• — 1 1111. 1 1.3 10' • • ••• 10 — . 1 . 1 III . i•� 1 1. — 111▪w 112 — 4.5 12' �••� • . 1 . • ♦ 13 — . •. • 3.0 14' •1•• • •• Is1 14 — . �1. 15 — g 1 VS v• — •. • 1.1 16' •1• 16 — o 0.u �•� 17 — w , 0 18 Boring terminated at 18.0 feet below existing grade. No groundwater encountered during drilling. 0 0 J 0 z • re m dA`. •Mi: 44111� Notes: iq 010 moth Earth Consultants Inc. we/Nifif\trd/ w Cexxrclmlral Fnglne:cas,GcolcrgL+A&Fnvlmnmrnral k7rntt++s 2 Z O K W Proj.No. 9457-1 Dwn. GLS .Date Dec.2000 Checked DK Date 12/7/00 Plate B5 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of Environmental Boring Log Project Name: Sheet of Proposed City Center 1 1 Job No. Logged by: Start Date: Completion Date: Boring No.: 9457-1 . DK 11/30/00 11/30/00 P-105 Drilling Contactor: Drilling Method: Sampling Method: TEG Stratoprobe Push Ground Surface Elevation: Hole Completion: ❑ Monitoring Well 0 Piezometer ;, ® Abandoned,sealed with bentonite Field a No. a . Surface Conditions: Asphalt U O . N . p Screening E ci Blows m E iu it cvn E Results c Ft. 5 in a a rn ' Microtip ♦i SP-SM Gray medium to coarse SAND with gravel and silt,dense, moist Reading(ppm) • • (Fill) .�.S 1 • ♦♦♦♦♦ ♦♦ 4'' 2 , ♦♦ 1.5 3' W. j♦j♦� 4 — • ♦♦♦♦♦ ;;'' 5 SP Brown medium to coarse SAND,dense, moist 2.3 6' o:a:a ::0:::':b — .▪ • 8 — GP Brown GRAVEL with trace silt and sand 1.3 8' AwV •. • •• i•• g _. It Illb v — 2.9 10' •'• 10 — • • II w v — ;•; 11 — • i • II VII• 12 • — 2.5 12' •• . i • i r 13 — •*• . 1 . 3 14' 14 Boring terminated at 14.0 feet below existing grade. No groundwater encountered during drilling. s 0 0 w , a i, r N a, c 0 O J 0 Z 1,�. 111V. Notes: in i!�!s Earth Consultants Inc. �Idi N Itif N I/ G'O eCt,nlcal Fnnine.is.Grdo is+s&Fnvimnn:rnralScirrntsis Z O W Proj.No. 9457-1 Dwn. GLS Date Dec.2000 Checked DK Date 12/7/00 Plate B6 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of infnrmofinn nrnaenlurl nn riac I..., ' `I ` Environmental Boring Log Project Name: • Sheet of Proposed City Center 1 1 Job No. Logged by: Start Date: Completion Date: Boring No.: 9457-1 DK 11/30/00 11/30/00 P-106 . Drilling Contactor: Drilling Method: Sampling Method: TEG Stratoprobe Push ' Ground Surface Elevation: Hole Completion: 0 Monitoring Well ❑ Piezometer ..:. ® Abandoned,sealed with bentonite Field a No. ° Z s a rn Surface Conditions: Asphalt Screening E 4 Blows m E d li E u) E Results o Ft. 6 0) 0 g to • Microtip SP-SM Gray medium to coarse silty SAND with gravel,very dense, moist Reading(ppm) '' <i::a 1 ;:<q: : 2 • ;;;::;?• ::: 3 — :o.... 4 3' ::>a. '`: SP Brown medium SAND with trace silt,dense, moist >� ° 4 — • a;;: 4 6' o:<Q: . siiE: i 6 — . r::pya o. $ ''.: 7 4: . :::•<4.'i is I. 2.5 • 8' I�j $ GP Brown GRAVEL with sand,very dense, moist I w :.:. 9 — 3.5 10' 1▪ ' I •'•• I • In 1 11 — . • •. •. • a • I 12 — I III I 3.5 13' . 1 13 -no recovery below 13' III I 1' �' 14 Boring terminated at 14.0 feet below existing grade. No groundwater encountered during drilling. • s 1- 0 t, U w I a O n • to rn O . O J 0 Z 2 /Os: •til, 44k Notes: , Earth Consultants Inc. al \` N ip ig, Nap Ccoc chnIcal Fnglneeas.C,,oioi 1.us&Fnvlmnnx:nral Scientism 2 Z O C W Proj.No. 9457-1 Dwn. GLS Date Dec.2000 Checked DK Date 12/7/00 Plate B7 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and Iudgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of �nfnm.efin nreennful nn fi�ic Inn 'Environmental Boring Log Project Name: Sheet of Proposed City Center 1 1 Job No. Logged by: Start Date: Completion Date: Boring No.: 9457-1 DK 11/30/00 11/30/00 P-107 Drilling Contactor: Drilling Method: Sampling Method: TEG Stratoprobe Push Ground Surface Elevation: Hole Completion: ❑Monitoring Well ❑ Piezometer- - ® Abandoned,sealed with bentonite Field v No. Surface Conditions: 3"-4"Concrete Slab Screening E o Blows 2- Tut s ° to 0 an, ii E 8 E Results Ft. 6- co ° co ° co • Microtip �•�� SP-SM Brown SAND with silt,dense, moist(Fill) • Reading(ppm) ♦♦• ♦♦♦♦♦ 1 II ♦♦♦♦♦ �••• 2 1.1 3' ::' 3 SP Brown medium SAND with gravel,dense, moist :a:`a:a :o'::o:,:::: 4 ` • ,;:1::','":':.;! 5 ' 4 E7 :•••-• y; a P; oao 6 IN 3.5 8, y'<• :'` a 4 10' .j;e- 10 •'' GP Brown GRAVEL with sand,very dense, moist •. . •• a •• 11 .. . • I 4.5 1Z •••• 12 III . . •• • 13 .•. •' • 9.5 14' 14 Boring terminated at 14.0 feet below existing grade. No groundwater encountered during drilling. s • • 1- 0 0 U W , 3 O. n N v co O J • CD Z m 1" •0: 44h. Notes: . I 4� 14ir Earth Consultants Inc. �1IPi,Null R w � Gcorccfmtcal Fn lne:cis,fw-okxttv+&Fnvlmnnx:nml:Omrla+>: 2 Z O ' W Proj.No. 9457-1 Dwn. GLS Date Dec.2000 Checked DK Date 12/7/00 Plate B8 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and • judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of • Infnrm,finn nrncnn#nrl nn N,ic Inn ' environmental Boring Log Project Name: Sheet of Proposed City Center 1 1 Job No. Logged by: Start Date: Completion Date: Boring No.: 9457-1 DK 11/30/00 11/30/00 P-108 Drilling Contactor: Drilling Method: Sampling Method: . TEG Stratoprobe _ Push Ground Surface Elevation: Hole Completion: 0 Monitoring Well ❑ Piezometer ' . ® Abandoned,sealed with bentonite Field a No.• r .c a Surface Conditions: Concrete Screening E o Blows a E v it E E Results Ft. 6 En 0 g D 0) • Microtip ♦♦ SP-SM Brown medium SAND with silt, dense, moist(Fill) Reading(ppm) 1 ••- 3 2 3' SP Brown medium SAND,dense, moist • i 4 o.. . 55 a: 1 8' ::<'o":'o.:p::::v 6 — : • ' .i?,G 7 — 8 — • 4 8' is ;.0.> a:4 1C:!f o ii is •o.;a.° 9 — 2.5 10' c:o; >r>n::..':.: 10 — :-o::�,_a 11 — 1 12' ! 12 GP Brown GRAVEL with sand,very dense, moist •11111 'I •. • 13 — •II 1• • k'r 3, 14 • 3.5 14' Boring terminated at.14.0 feet below existing grade. No • groundwater encountered during drilling. 8 • • 1, 0 w 07 a 0 tn Q m 0 O . J 0 Z Fe Notes: 06:11 (ii-iii.v4111 Earth Consultants Inc. W Gc[xcrtmk-al Fn lnc:cns,GcY)I(15ttSA&Fnvlmnmrnral ScIMNsrs M Z O tr W_ Proj.No. 9457-1 Dwn. GLS • Date Dec. 2000 Checked DK . Date 12/7/00 Plate B9 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of infn..n,,Hnn nrneanteri nn thic 4.n 4 .. • , APPENDIX C SEPTEMBER 1990 ECOLOGY LETTER E-9457-1 • Earth Consultants, Inc. Received: 10/26/00 17:01 ; -> Earth Consu.L-LarrLsi rage Oct-26-00 04: 50P P. 04 (I4E) clesme O. G0.EGOitE D;rocta STATE Of WAS1yINC CN DEPARTMENT OF ECOLOGY • 4350-15C h Ave. N.E. • Kadmo',d, Wash ton 98052-5301 • (206) 867-7000 September '6, 1990 Mr. Larry Dixon Dixon and Associates, Inc. 920 S. Second Street Renton, WA 98055 Re: TJ derground tank removal and site Remediation at 207 Main St. S. , Renton, Washington. • • Dear Mr. Dixon: Thank you for sending me the closure report for the above referenced property. • • Based on the information provided to me the proper procedures were followed regarding the underground tank closure, as required in the Federal Register 40 CFR Part 280, and the Department of Ecology Northwest Regional Offices recommended clean-up standards were met or bettered after the remediation process. • Please call me at .(206) 867-7259 if you have any questions. • • Sincerely, eL..;dr-,/ Christi S. Madden Information Coordinator Toxics Clean-up Program . CM:cd • • • • • • DISTRIBUTION E-9457-1 3 Copies .Stonefield Development Company LLC c/o Oakhurst Development 3011 80th Avenue Southeast Mercer Island, Washington 98040 Attention: Mr. Richard Loman • Earth Consultants, Inc. CITY CENTER BUILDING TRAFFIC IMPACT ANALYSIS CITY OF RENTON Prepared for STONEFIELD DEVELOPMENT CO., L.L.C. 3011-80th Ave. S.E. Mercer Island, WA 98040 January 26, 2001 <46 8_ 0+% `�470 Transportation Planning & Engineering , Inc . 2223 - 112th Avenue N.E., Suite 101 Bellevue, Washington 98004-2952 Telephone: (425) 455-5320 D � II\yJ Facsimile: (425) 453-5759 JAN 2 6 2001 LIM Architects & Planners CITY CENTER BUILDING TRAFFIC IMPACT ANALYSIS CITY OF RENTON Prepared for STONEFIELD DEVELOPMENT CO., L.L.C. 3011-80th Ave. S.E. • Mercer Island, WA 98040 Prepared by TRANSPORTATION PLANNING & ENGINEERING, INC. 2223 - 112th Ave. N.E., Suite 101 Bellevue, WA 98005 Telephone: (425) 455-5320 Fax: (425) 453-5759 http://www.tranplanenq.com January 26, 2001 P` ) H. ECG, y • 1861' [EXPIRES 915/01 1 111-1 TRANSPORTATION PLANNING &ENGINEERING, INC. 2223-112"AVENUE N.E.,SUITE 101 -BELLEVUE,WASHINGTON 98004-2952 VICTOR H.BISHOP PE.President TELEPHONE(425)455-5320 1VID H.ENGER,P.E.Vice President _ - FACSIMILE(425)453-5759 January 26, 2001 Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. 3011 80th Ave: S.E. Mercer Island, WA 98040 RE: City Center Building Traffic Impact Analysis Dear Mr. Loman: We are pleased to present this traffic impact analysis for the proposed City Center Building in downtown.Renton. The project consists of an office building and a separate parking garage. The office building site is located on the southwest corner of the S. 2ndSt./Main Ave. S. intersection.: The parking garage site is located on the east side of Main Ave. S. between S. 2nd St. and S. 31-d St., across Main Ave S. from the office building site. Figure 1 'is a vicinity map showing the location of the site and the surrounding street network. , The scope of this study is based on requirements of the City of Renton Interoffice Memo from Kayren K. Kittrick dated February 8, 2000, a copy of which is attached. The memo requested AM and PM peak hour analysis of the S. 2nd St./Main Ave. S. and S. 3rd St./Main Ave. S. intersections. The scope of this study is also based on the "City of Renton Policy Guidelines for Traffic Impact Analysis for New Development" revised 10/20/00. We have obtained available traffic data from the City, and have visited the project site and the surrounding street network to gather additional information. Project construction is expected to begin in 2001 and be completed in 2002. The buildings are expected to be fully occupied by 2003. Therefore 2003 is used as the horizon year for the purposes of this traffic analysis. PROJECT DESCRIPTION- OFFICE BUILDING Figure 2 shows a reduced-size copy of a preliminary site plan by LPN ' Architecture and Planning. The project will'include an office building with approximately 124,876 square feet of office floor area and a ground-level parking garage. The office building site is bounded by S. 2nd St. to the north, Main Ave. S. to the east, an alley to R068700rpt Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. January 26, 2001 Page 2 the west, and an existing one story commercial building to the south. The front doors and entry lobby will be.on the northeast corner of the building, facing the southwest corner of the S. 2nd St./Main Ave. S. intersection. It is my understanding that tenants for the proposed building are not known at this time. The ground-level parking in the office building will have 33 stalls, including two accessible stalls, 17 standard stalls and 14 compact stalls. A rack for parking five bicycles will be installed in the garage near the accessible stalls and the internal door to the elevators and building lobby. Vehicle access to the parking will be via a right turn into a one-way entrance driveway from Main Ave. S., near the southeast corner of the building. The driveway will not have a gate or attendant station, so that traffic will enter freely during business hours. A roll-up door would be used to close the driveway and secure the building at other times. The distance from S. 2nd St. to the driveway is approximately 243 feet, and the distance from the driveway to S. 3rd St. is approximately 327 feet, measured center to center. Vehicle egress from the ground-level parking in the office building will be via a one-way exit driveway to the alley to the west, intersecting the alley approximately 90 feet south of S. 2nd St., measured center to center. The alley runs north to a left-turn- only exit onto S. 2nd St., and the alley runs south and east to a right-turn-only exit onto Main Ave. South. The west wall of the building will be set back from the west property line, allowing for a distance of at least 20 feet from the building walls on the west side of the alley. This will allow two vehicles to pass each other at low speeds in the alley. • PROJECT DESCRIPTION— PARKING GARAGE The project also includes constructing a new a 391-stall, 6-story parking garage on the east side of Main Ave. S. on the existing City of Renton parking lot, across the street from the proposed office building. The parking garage site is bounded by Main Ave. S. to the west, an alley to the east, an existing one story commercial building to the north and an existing two story commercial building to the south. The existing City parking lot contains 45 parking stalls, so the net increase in stalls on the City site would be 346 stalls. After construction of the proposed garage, the City would still have the use of 45 parking stalls on the site. The 391-stall total would include eight accessible parking stalls, 188 standard stalls and 195 compact stalls. j 1 As shown on Figure 2, access to the parking garage will be via a single left-turn- in and left-turn-out two-way driveway onto Main Ave. S. located near the northwest corner of the building. The driveway will not have a gate or attendant station, so that traffic will enter and exit freely during business hours. A roll-up door would be used to close the driveway and secure.the building at other times. The distance from S. 2nd St. R068700rpt 1111 Mr. Richard F. Loman, Principal, Stonefield Development Company, L.L.C. January 26, 2001 Page 3 to the driveway is approximately 205 feet, and the distance from the driveway to S. 3rd St. is approximately 365 feet, measured center to center. The parking garage driveway would be located approximately 38 feet north of the proposed office building garage driveway across Main Ave. South. The parking garage will not have vehicle access from the alley to the east. The east wall of the garage will be set back from the east property line, allowing for a distance of approximately 19 feet from the City fire station wall on the east side of the alley. This will allow two vehicles to pass each other at low speeds in the alley. Pedestrian stairways will be located in the northwest and southeast corners of the parking garage, with ground-level doors exiting to Main Ave. S. and the alley, respectively. A rack for parking 10 bicycles on the ground floor, and two passenger elevators will also be located near the stairway in the northwest corner of the building. EXISTING SITE CONDITIONS The proposed office building site contains a former gas station that occupies the northern 60% of the site (lots 18-20). The former gas station building has approximately 1,500 square feet of gross floor area. The building is presently occupied by Jet City Espresso & Gifts, which is a coffee shop that offers espresso, baked goods and other menu items, as well as the retail sale of miscellaneous gifts and antiques. The shop also includes a bakery. The entire former gas station site is paved, and has two driveways onto S. 2nd St. and two driveways onto Main Ave. South. The proposed City Center Building project will remove the existing on-site building, pavement and all four of the existing driveways. The proposed office building site also contains a gravel parking lot that occupies the southern 40% of the site (lots 16, 17). The parking lot has a driveway onto Main Ave. S. and is open to unrestricted access from the alley. Employees of adjacent businesses presently use the existing gravel lot for parking. The proposed City Center Building project will remove the existing on-site parking lot and its existing driveways. The existing 45-stall City parking lot has three driveways onto Main Ave. S. and three driveways onto the alley to the east. These driveways are connected by two one- way eastbound aisles and a one-way westbound aisle in the parking lot. Since there are no north-south connecting aisles in the parking lot, vehicles presently must use Main Ave. S. and/or the alley to circulate between the aisles in the lot. The parking lot has landscaped islands, illumination, and is posted with "2 Hour Parking 8:00 AM to 6:00 PM Except Sunday and Holidays" signs. There are sidewalks along the north and R068700rpf Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. January 26, 2001 Page 4 south edges of the parking lot, connecting the alley with the sidewalk on Main Ave. South. The parking lot currently appears to receive little usage. The office building site has 120.07 feet of frontage on S. 2nd St., 250.09 feet of frontage on Main Ave. S. and 250.08 feet of frontage on the alley. The parking garage site has 175.06 feet of frontage on Main Ave. S. and 175.08 feet of frontage on the alley. Both sites appear to be flat. EXISTING ROADWAY CONDITIONS Figure 3 shows the type of existing traffic control and number and type of approach lanes at street intersections in the vicinity of the site. All four of the intersections at the corners of the block containing the proposed office building are controlled by traffic control signals coordinated by the City's central master traffic signal computer. The streets in the vicinity of the site have well-developed pedestrian facilities. The streets have curbs, gutters, sidewalks, street trees and street lighting on both sides and wheelchair ramps on the corners. The signalized intersections have marked crosswalks with pedestrian traffic signals. Main Ave. S. adjacent to the site is a one-way southbound arterial street with two traffic lanes. The street has a 60 foot right-of-way width and a 44 foot roadway width. Parallel parking is allowed on both sides of the street, and there are 10 stalls on the ' east side and three stalls on the west side. The street is posted with "2 Hour Parking 8:00 AM to 6:00 PM Except Sunday and Holidays" signs. The posted speed limit is 25 MPH. South of S. 3rd St., Main Ave. S. is a two-way, four-lane street with no on-street parking. South 2nd St. adjacent to the site is a one-way westbound arterial street with four traffic lanes. The street has a 60 foot right-of-way width and a 44 foot roadway width. No parking is allowed, and the posted speed limit is 25 MPH. East of Main Ave. S., the street is a two-way street with two westbound lanes and one eastbound lane. Both of the alleys to the east and west of Main Ave. S. intersect S. 2nd St. at their north end, but do not continue through to S. 3rd Street. According to the topographic survey, both alleys are 10 feet wide, per the Assessor's map. The approximate minimum widths presently available for driving, between building walls, are 12 feet in the alley east of Main Ave. S. and 10 feet in the alley west of Main Ave. South. The alley to the east of Main Ave. S. (on the east side of the proposed parking garage site) ends in a small parking area behind the Renton Historical Museum. The additional width available in the parking area allows for most vehicles to turn around R068700rpt Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. January 26, 2001 Page 5 using a three-point turn. The alley presently also has additional access via the parking aisles through the existing City parking lot. When the proposed parking garage is built on the City lot, this additional access to the alley will no longer be available. The alley to the west of Main Ave. S. (on the west side of the proposed office building site) has left-turn-in and left-turn-out only access from S. 2"d Street. The south end of the alley turns to the east and has right-turn-in and right-turn-out only access onto Main Ave. S. just north of S. 3rd Street.. The alley serves various small parking and loading areas behind several buildings, providing substantial additional width for vehicle maneuvering. The alley presently also has access through the existing gravel parking lot in the southern part of the proposed office building site. When the proposed office building is built, this additional access to the alley will no longer be available. TRANSIT BUS SERVICE The project site is well served by Metro Transit bus service. A westbound bus stop is located on the north side of S. 2nd St., across the street from the project site. Bus routes serving this stop are nos. 101, 105, 110, 143, 148, 149, 153, 240, 342, 908 and 909. Another bus stop, serving Metro Transit bus route no. 167, is located on the west side of Main Ave. S., adjacent to the project site. Table 1 is a summary of all the Metro Transit bus routes serving the project site, including the route origins and destinations, and the approximate bus frequencies during peak periods, midday and at night. EXISTING TRAFFIC VOLUMES Figure 4 shows 2000 AM and PM peak hour traffic volumes at the S. 2"d St./Main Ave. S. and S. 3rd St./Main Ave. S. intersections. Traffic Count Consultants, Inc. conducted the AM count at the S. 3rd St./Main Ave. S. intersection. The other counts were provided by the City. The count days, dates and peak hour times are shown on Figure 4. Copies of the count summaries are attached. The City also provided 24-hour machine-recorded traffic volume counts on S. 2"d St. west of Main Ave. S., and on Main Ave. S. south of S. 2"d Street. The 2000 average daily traffic volume on S. 2"d St. is 14,615 vehicles per day and on Main Ave. S. is 12,973 vehicles per day. Copies of the count summaries are attached. TRAFFIC ACCIDENTS Traffic accident reports were obtained from the City of Renton for the last three full years (1/1/97 to 12/31/99) for the two subject intersections and for the streets R068700rpt Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. January 26, 2001 Page 6 adjacent to the project site. Table 2 summarizes this data for each location, for each year. No accidents were reported on S. 2nd St. between Main Ave. S. and Wells Ave. South. There were no fatal accidents. Table 2 also shows average accident rates at the intersections, per million vehicles entering the intersection. An accident rate of less than one is generally considered to indicate that an intersection is operating satisfactorily, one to two is typical, and over two requires further review. The accident rates calculated,for the, intersections are 0.26 and 0.24, which are low. Review of the City's accident summary reveals no apparent accident patterns at these intersections. Based on our review of the accident data, the low accident rates, and our field review, no apparent accident problems exist at the two analysis intersections or on the streets adjacent to the project site. TRIP GENERATION AND DISTRIBUTION The proposed office building is estimated to generate the net new vehicular trips during an average weekday and during the street traffic peak hours as shown on Table 3. The vehicular trips estimated to be generated by the existing on-site building are also shown. The net new trips on the street network expected for the proposed City Center Building are calculated as the proposed office building totals minus the existing on-site building totals. The trip generation estimates are calculated using the trip generation equations and average rates in the Institute of Transportation Engineers (ITE) Trip Generation, Sixth Edition, 1997 for General Office Building (ITE Land Use Code 710) and High- Turnover (Sit-Down) Restaurant (ITE Land Use Code 832). Trip Generation does not contain a land use identical to the present uses of the existing on-site building. High- ' Turnover (Sit-Down) Restaurant was used to estimate the trip generation for the existing building, because it appears to be the land use in Trip Generation that most closely matches the existing uses. A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. The trip generation values shown on Table 3 account for all site trips made by all vehicles for all purposes, including employee, customer, visitor, and service and delivery vehicle trips. As shown on Table 3, the net new average weekday trip generation for the proposed City Center Building is estimated to be 1,378 trips (689 entering the site and 689 exiting), including 209 trips during the AM peak hour (189 entering, 20 exiting) and 203 trips during the PM peak hour (27 entering, 176 exiting). These totals include R068700rpt Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. January 26, 2001 Page 7 vehicle trips to or from the proposed parking garage on the east side of Main Ave. S., as well as trips to or from the surface parking lot beneath the proposed office building. Since the parking garage on the east side of Main Ave. S. will contain many more parking stalls, most of the vehicle trips generated by the project will be oriented to that garage. Figure 5 shows the distribution and assignment of the site generated net new average weekday, AM peak hour and PM peak hour trips. The distribution is based on the characteristics of the street network and existing traffic volume patterns. FUTURE TRAFFIC VOLUMES Figure 6 shows projected year 2003 AM and PM peak hour traffic volumes at the intersections on Main Ave. S. at S. 2nd St. and at S. 3`d St. without the proposed project. These volumes include the existing traffic volumes plus 3% annual compounded background traffic volume growth, which accounts for traffic due to other proposed development in the area. The assumed 3% annual compounded background traffic volume growth rate is based on growth rates used in other recent traffic studies in the area, as recommended by the City. The projected 2003 average daily traffic volumes without the project are 15,970 on S. 2nd St. just west of the site and 14,180 on Main Ave. S. just south of the site. Figure 7 shows projected year 2003 peak hour traffic volumes at the intersections on Main Ave. S. with the proposed project. The site-generated net new volumes shown on Figure 5 were added to the year 2003 without-project volumes shown on Figure 6 to calculate the with-project volumes shown on Figure 7. The projected 2003 average daily traffic volumes with the project are 16,087 on S. 2nd St. just west of the site and 14,766 on Main Ave. S. just south of the site. LEVEL OF SERVICE METHODOLOGY Level of service (LOS) is a qualitative measure describing operational conditions within a traffic flow, and the perception of these conditions by drivers or passengers. These conditions include factors such as speed, delay, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. Levels of service are given letter designations, from A to F, with LOS A representing the best operating conditions (free flow, little delay) and LOS F the worst (congestion, long delays). Generally, LOS A and B are high levels of service, LOS C and D are moderate, and LOSE and F are low. • R068700rpt Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. January 26, 2001 Page 8 LOS is determined by the calculated average delay per vehicle. Delays are calculated using the procedures in the Transportation Research Board Highway Capacity Manual - Special Report 209, 3rd Edition, updated 1997. The average delay in seconds and corresponding LOS are as follows: TYPE OF A B C D E F INTERSECTION Signalized <10.0 >10.0 and <20.0 >20.0 and <35.0 >35.0 and <55.0 >55.0 and <80.0 >80.0 Stop Sign <10.0 >10 and <15 >15 and < 25 >25 and < 35 >35 and < 50 >50 Control — — Table 4 shows the results of LOS calculations conducted at the two intersections on Main Ave. S., at the alley intersection with S. 2nd St. and at the parking garage access driveway on Main Ave. South. The signal-controlled intersection calculations were conducted using the Synchro computer software. The stop-controlled intersection calculations were conducted using the HCS release 3.2 computer software. Copies of the computer printouts showing the LOS calculations and results are attached. LEVEL OF SERVICE AND TRAFFIC OPERATIONS ANALYSIS As shown on Table 4, the S. 2nd St./Main Ave. S. intersection operates at LOS A during the AM and PM peak hours for 2000 conditions, and for 2003 conditions with or without the project. The S. 3rd St./Main Ave. S. intersection operates at LOS C for all three conditions analyzed during the PM peak hour, with or without the project. During the AM peak hour, the S. 3rd St./Main Ave. S. intersection operates at LOS B in 2000, LOS C in 2003 without the project, and LOS D in 2003 with the project. The results for existing 2000 conditions are corroborated by our field observations at the project site, during which traffic flowed well, with little queuing or delay. The LOS at the street intersections will remain at acceptable levels in the 2003 horizon year with or without the project. The alley intersection with S. 2nd St. will operate at an acceptable LOS C during the AM peak hour and LOS D during the PM peak hour with the project. The parking garage driveway onto Main Ave. S. will operate at an acceptable LOS C during the AM peak hour with the project. However, during the 2003 PM peak hour the calculations show that the capacity of the single lane exiting the parking garage onto Main Ave. S. would be exceeded. Traffic volumes exiting the garage and volumes southbound on Main Ave. S. are highest during the PM peak hour. A possible solution would be to eliminate parking on R068700rpt Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. January 26, 2001 Page 9 the east side of Main Ave. S. along the site frontage, and restripe the street for a southbound refuge/acceleration lane south of the garage driveway. Traffic exiting the driveway would be able to turn left into this refuge/acceleration lane without interfering with southbound through traffic on the street, wait for a gap if necessary, then merge into the through traffic stream. This would increase the capacity of the lane exiting the garage, reduce delays and queues, and improve the LOS. City staff has pointed out that traffic turning left out of the parking garage onto Main Ave. S. will cross traffic turning left into the garage. As is typical at any driveway, traffic exiting the driveway must yield the right-of-way to traffic on the street, including traffic turning into the driveway. Since the parking garage will primarily serve the office building, garage driveway traffic will be directional during the peak periods, reducing potential crossing conflicts. During the AM peak when most traffic will be entering the garage, exiting volumes will be low. During the PM peak when most traffic will be exiting the garage, entering volumes will be low. For these reasons, the crossing of entering and exiting vehicle turning paths at the garage driveway is not unusual, and is not expected to be an issue. The location of the parking garage driveway near the northwest corner of the parking garage site has several benefits. Some pedestrians may use the driveway to enter or exit the garage, rather than using the nearby pedestrian door. The location of both the driveway and the pedestrian door near the northwest corner of the garage building, closest to the S. 2nd St./Main Ave. S. intersection, will encourage pedestrians walking between the garage and the office building to cross Main Ave. S. in the signalized crosswalk at the S..2nd St. intersection. The location of the garage exit near the northwest corner of the garage building also allows for the possibility of a southbound refuge/acceleration lane adjacent to the curb along the site frontage, as discussed above, without the need to remove parking spaces in front of the businesses to the south. The parking garage exits should be designed to provide for adequate sight triangles in accordance with City standards, to enable exiting drivers to safely see pedestrians and approaching vehicles. The parking stall on Main Ave. S.just north of the garage driveway should be set back a sufficient distance north of the driveway. Also, it should be noted that if a large vehicle (van, pickup with canopy, etc.) parks on Main Ave. S. north of the garage driveway and partially obstructs sight lines to the north, the exiting driver could turn left into the refuge/acceleration lane (discussed above) without conflicting with southbound through traffic. R068700rpt Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. -I January 26, 2001 Page 10 CONCLUSIONS AND RECOMMENDATIONS 1. Based on our review of the accident data, the lack of apparent accident patterns, the low accident rates and our field review, no apparent traffic accident problems exist at the analysis intersections or on the streets adjacent to the project site. 2. The LOS at the S. 2nd St./Main Ave. S. and S. 3rd St./Main Ave. S. intersections will remain at acceptable levels in the 2003 horizon year with or without the project. The results for existing 2000 conditions are corroborated by our field observations at the project site, during which traffic flowed well, with little queuing or delay. 3. The LOS at the alley intersection with S. 2nd St. on the west side of the proposed office building will operate at acceptable levels in 2003 with the project. 4. The proposed parking garage driveway onto Main Ave. S. will operate at an acceptable LOS during the AM peak hour with the project. However, during the 2003 PM peak hour the calculations show that the capacity of the single lane exiting the parking garage onto Main Ave. S. would be exceeded. A possible solution would be to eliminate parking on the east side of Main Ave. S. along the site frontage, and restripe the street for a southbound refuge/acceleration lane south of the garage driveway. Traffic exiting the driveway would be able to turn left into this refuge/acceleration lane without interfering with southbound through traffic on the street, wait for a gap if necessary, then merge into the through traffic stream. This would increase the capacity of the lane exiting the garage, reduce delays and queues, and improve the LOS. 5. The parking garage exits should be designed to provide for adequate sight triangles in accordance with City standards, to enable exiting drivers to see pedestrians and approaching vehicles. The parking stall on Main Ave. S. just north of the garage driveway should be set back a sufficient distance north of the driveway. 6. The project will reduce the number of site driveways on S. 2nd St. from two to zero, and reduce the number of site driveways on Main Ave. S. from six to two. The reduction in the number of driveways reduces the number of potential conflict points and is safer for pedestrians. 7. The front doors and entry lobby of the office building will face the S. 2nd St./Main Ave. S. intersection, and the doors to the parking garage are located in the northwest corner of the garage building, closest to the S. 2nd St./Main Ave. S. I , L • R068700rpt Mr. Richard F. Loman, Principal Stonefield Development Company, L.L.C. January 26, 2001 Page 11 intersection. This layout will encourage pedestrians walking between the office building and the parking garage to cross Main Ave. S. in the signalized crosswalk at the S. 2nd St. intersection. 8. A pedestrian railing-type fence and/or appropriate signing could be installed near the curb on the east side of Main Ave. S, in front of the pedestrian doors to the garage. This would further deter pedestrians from crossing Main Ave. S. mid- block near the doors, and encourage them to use the signalized crosswalk at the S. 2nd St. intersection. 9. The project should pay the City's traffic impact fee. 10. Upon completion and occupancy of the project, the owner/operator could designate a Transportation Coordinator for the site. Duties of the Transportation Coordinator could include disseminating transit and ridesharing information to tenants, managing on-site traffic and parking, and serving as a liaison with the City on transportation issues. 11. Upon completion and occupancy of the project, the owner/operator or the Transportation Coordinator should establish a transportation information center in a common area such as a lobby or front hallway in the office building. The transportation information center should be stocked with information on ridesharing, parking, and transit bus schedules and passes. Please contact me if you have any questions. Very truly yours, TRANSPORTATION PLANNING & ENGINEERING, INC. David H. Enger, P.E., P.T.O.E. Vice President DHE:sv R068700rpt TABLE 1 METRO TRANSIT BUS ROUTES SERVING THE PROJECT SITE CITY CENTER BUILDING TRAFFIC IMPACT ANALYSIS Route Service To/From Approximate Bus Frequency on Weekdays Number Peaks Midday Night 101 Downtown Seattle - Fairwood /2 hour '/2 hour 1/2 hour 105 Kennydale % hour /2 hour 1/2 hour 110 North Renton — Southwest /2 hour none none Renton 143,149 Downtown Seattle — Black /2 hour - 2 hours none Diamond 148 Fairwood • /2 hour 1/2 hour hourly 153 Kent % hour none none 167 University District—Auburn % hour none none 240 Clyde Hill, Bellevue, % hour hourly hourly Newcastle 342 Shoreline, Bothell, Bellevue % hour none none 908 Renton Highlands (DART) hourly hourly none 909 Renton Highlands (DART) none none % hour R068700rpt TABLE 2 TRAFFIC ACCIDENT SUMMARY CITY CENTER BUILDING TRAFFIC IMPACT ANALYSIS Intersection Or Street No. of Accidents Total Accidents/ Segment 1997 1998 1999 Accidents MEV S. 2nd St./Main Ave. S./Bronson Way S. 4 1 3 8 0.26 Intersection S. 3rd St./Main Ave. S./Hauser Way S. 4 7 2 13 0.24 Intersection S. 2nd St. from Main Ave. . 0 0 0 0 0 S. to Wells Ave. S. Main Ave.rS S. from S. 2nd 1 0 5 6 N/A St. to S. 3 St. • R068700rpt TABLE 3 VEHICLE TRIP GENERATION CITY CENTER BUILDING TRAFFIC IMPACT ANALYSIS Trip Trips Trips Time Period Equation Entering Exiting - Total Proposed City Center Building (ITE Land Use Code 710) - 124,876 sq. ft. floor area Average Weekday '. 787 787 1,574 Ln(T)=0.768x (50%) (50%) Ln(X)+3.654 AM Peak Hour 196 27 223 Ln(T)=0.797x (88%) (12%) Ln(X)+1.558 PM Peak Hour 37 182 219 T=1.121(X)+ (17%) (83%) 79.295 Existing On-Site Building (ITE Land Use Code 832) —'1,500 sq. ft. gross floor area Average Weekday ' T=130.34X 98 (50%) 98 (50%) 196 AM Peak Hour T=9.27X 7 (52%) 7 (48%) 14 PM Peak Hour T=10.86X 10 (60%) 6 (40%) 16 Net New Trips due to Proposed City Center Building Average Weekday -- 689 689 1,378 AM Peak Hour -- 189 20 209 PM Peak Hour -- 27 176 203 Notes: ' T = number of site-generated trips X = 1000 sq. ft. of building gross floor area . R068700rpt TABLE 4 PEAK HOUR LEVELS OF SERVICE CITY CENTER BUILDING TRAFFIC IMPACT ANALYSIS Intersection AM Peak Hour PM Peak Hour S. 2nd St./Main Ave. S./Bronson Way S. 2000 Existing A 3.2 'A 4.5 2003 Without Project A 3.5 A 5.1 2003 With Project A 4.4 A 5.3 S. 3rd St./Main Ave. S./Hauser Way S. 2000 Existing B 17.4 C 23.7 2003 Without Project C 29.7 C 29.7 2003 With Project D 38.3 C 32.6 S. 2nd St./AIIey 2003 With Project C 22.6 D 25.1 Main Ave. S./Garage Access 2003 With Project C 23.9 N/A R068700rpt iM ' _sta /i gy. rt 1VS] • {:,' .� „ ,„• N(,::es Zle 11 r, t o, �:, ,N V Y �..., ' N,,• + � ' ;i: ir', , `.� ,.j;i 0,1,m'�4 ,• '4 M' t •'•A uqy { l.is , • !! d e , ` }: , i.j;.;; M` Ail, A ' •dfIi ,:T. i—4.'y : Jy +y • •i'i i ,teFx • i!Ac.;, tii",c i"�4.04 .�ja.,}(� i If,ro.f:.illi.���' i; °r'''' t` 1'''' 1.,:?; 1',.' • :y,.tie "-'{ , !.� 'i "r+(�!'1. , <.. ry ld { �ilfi `t� i5�' . f1Cl, __ ,.. 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MAPS®. This mop is copyrighted by THOMAS BROS' MAPS®. It is unlawful to copy or reproduce all or any part thereof, whether for personal use or resale, without permission. All rights reserved." FIGURE VICINITY MAP •• CITY CENTER BUILDING 1 TRAFFIC IMPACT ANALYSIS 11 I 1-14Ck$. \1 i I STOW 1 • Many 1 4/4 • ft$ N I I ... u S.2ND STREET ILl s -MINIM•ER Jo IB• 32. 1 30' 5. ' r . z• • Ea !,•.:1:::,...: • 1 14 p• I ''.:,!...:If --....-:::„.-. t.7, 470---7-4'•1757--,7.••7 • 1 w,.; ..-----..--.--,T-4:.'''-...-.' ••.,•' I ;•,;•,•:,:•":••••4-1,"..••'•:-_;•-:••,; • V....i.•:,„ -'••••=`;';‘''.', ' .41)11: 1 .,11..:-,:z• •F's,0/:1-.. , L.;_•-:i'..-, 1 ,--.-•;1•kvi.sk-.'....-.-,.., ,, g:!Isle.??, '.-!:,.:':•-f:.:-:";:C• ;\,. ' r ... 1 .7-.:.. 14,....... i•tvx7)-;...... I ...,..1.-:,.......,. .•.: ...... • •i....5:.,,....;..•........1""Ll'4.:,... , --, ••'•,,,, ,"' %,2..i.L. 's., . , q z .,';', ,-,..2..-,-;•,.:::J-7---;-.‘, ..-- •,....., r.- -, • • i "1:,:4-77.7•7:77-•,.. ,-,., I .. 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S TRE • *1142113r . i,s-.ii••.,,1-..q:,.: :: 1 g I ' ..'..:•••.,, „•••...... 1 0.,...-.--:•,A..izs...-- r .i...;.:i'tk;Irs.‘, _ :2•-•::?.,:i-•,..-t1/4.,;:•5-2i.,,..:', 17.- '18 II -i•i• is^ s'..i:'i,'37 1 ,..,-......i-%17:••;1 ;•.'••••-•4•4:s'...4•:.1 bill ....4,',4 r-‘,•.-'5,' `T,:r..:7','...,--.--,.',0.:E..: >I A.,,-;-:,i;'=,.-:+:',`::'- 4 .•-y t ...'-,,z,... e-!.t...- II i -","r'1'1:2••l'"•'`, '',.PIM Z V/ rgrf / r '-5. • ,s,k-w,....4?-•:-.1e/*•"!-:•• ;41-r. 11?--"I'-e----'s-T.L.`-ts.>"7-., I • A, ../ '..- 1 0.--.7.11,...y.:,,,,-,....-„,• .-4-i.-.....,4-3-3,-,..., AA •-•..-i:....s. - : ,,......5,--p„.. ,,..-.:3,-,..,..-•-r4-4--,1,--,-0- "=--:. ,•••••44.,,,,i..: • 4--;'.1,•"'-'• -,:e. ..• A'-p,s,'.!:;.,'".,..i?.."T.-.. : c,,.,)4..,„4"A2,...vv.•-- • Al--:;•,-ii.--'s.---.Ds.-- ..4t`-.S•-•,-:;:li...:iV'••%•••=1- I ••• I' •if,?...i•Vi';:.:•45,5*;•:•;rti' 4.4-..r.c'•r--'1,-'1',.:4•••:::1 r,,:‘,'.,,,,.,-Ig...i.F-9 I , ...,;,.......-.A.,3 ,..elyz.i.T-i-d-,1* 0Y--- '—'-1/4-.5 I •,,,,y,..• : -,- .4.1,-.-i,.- I i.li,..4;,,,,..- -..;7,4.?, ',A-1.1 -,,...',,-...,;:-.1w*.-•;',1 - -1:-.i.•,-,-,4-,-..,A•44,,,t,„;-...: -,-,-----tv:;t•v-..-- . .,4,,,„t2,....,1-,,...-1.1,..,,,,.j„..1 -...6:S.'i .,:!--.. ?..4..-1.7/4.tr.t '‘''''''V•"" ...-.-:-21ev.,62r,z1 :-:4-.'t.%-kflA -4-,,.'',--,:ji. I k4,..iiia . ...,! •......,„}„,„,,,_ If. .....v„,,,,.. . ,,..,..4., ,O.!'.., '1'.,..• 4,4%.`e I 44".' k:A;....." 3'''''''':.'''..".77,4....T:er'''.1-,7. I 1.r.e.--t-• Ira,.4E4 v r!..„ ,, 1-.. • •''''-;:e.Fii;:ta=r*°'!--•`‘`'r' ...likr. ""4 ''.1:' ''',Tir'''''.°,t.,.4t.e14 ' .1,4-•,157f'..Cv ..c a*r,••• •••'. `PM:4101,- , 443,, I :12W:4 t• V4',,:e•I ''''e• •,..le "41..` .4„tAei,e,92...4.....„. N.,e4.,,, • ,,,,ye..,,,,i„,„,,, tg ''..-klj. • .S.'"''•. ,40122,'41X,,,Actr13`.•••• &;,..W,.4,4 , -V'ev erAY.,,• I i ''4;,0-,.'-"Valt ' .177 .,f14.:,,F4p.--,,, ..-,..,,, , ... ',,i;••••:1;.7:4s?.E-'r•Vc." .11:.74 ,.....,•2172,1,1,....:'1,k.re..,4,• S.3RD STREET 1 , \... I 1 I i SITE PLAN FIGURE ,:. , . CITY CENTER BUILDING f[ 2 \... TRAFFIC IMPACT ANALYSIS ....) I P-1 s. 0 0<, N f o<\ not to scale if +•— -0—ONE WAY -I-- 7 _ 'I ` S. 2nd St. �I. 4.-, . , i /, /Project/ jSite� ai vi N "� Gara lne(13 g ai 1 Q Site vi S < o j �P vc,0 o� w Q 0� y o Z l � 1 Jr O S. 3rd St. 1j O ...‹ ... ONE WAY--► ri \OP'( \oO eX 96 �o• LEGEND 0 Traffic Control Signal 61 Stop Sign --I. Approach Lane & Direction c EXISTING ROADWAY CONDITIONS FIGURE CITY CENTER BUILDING /ill3 TRAFFIC IMPACT ANALYSIS J co Monday, 9/18/00, 7: 00-8:00 AM (Thursday, 8/24/00, 3: 00-4: 00 PM)• „4)/, ,\\o\ not to scale no— S. 2nd St. . 857(838) r182(34)) -- •--92(148) 1(4)--► N rn c Project 1 Site Parking • Garage Site co 0 rnI 1 � Q 4-70 c cam, N. O O� %-rnr•O vse **r III °,lonlr S. 3rd St. �'' i J 279(750 —. r 62n�1 333(883)—► 46(113* ._ 8(20* 7 rn Tuesday, 12/5/00, 7: 15-8: 15 AM 1*1 N S N (Friday, 9/8/00, 4: 00-5: 00 PM) \Ao\Iet s LEGEND XX--'. AM Peak Hour Traffic Volume & Direction co (YY)—► PM Peak Hour Traffic Volume & Direction Estimated based on AM volume split ** Right turn to Houser Way S. 2000 AM AND PM PEAK HOUR TRAFFIC VOLUMES CFIGURE� CITY CENTER BUILDING 4 TRAFFIC IMPACT ANALYSIS I 1 b '50 doss o� N �,�co ot`� not to scale [17%] �� 0(4) [117] r76(11) x 1 S. 2nd St. Lc-) o (0 a ^ 0 co i u u v.O cri N 0 co v a`_ [85%] N t [586] 0 N 0-17(150) ,r as 85%; Parking 15% 586 Garage _ a N • Site �- N [103] vi m 1`� °� cN1 S. it ai , Q ,n ao yo � oorz In e'-',N.00 0 LoLfl- 15% —co— , to 1% 103 *J1 ` .i�12 � N 7 S. 3rd St. 28 4 --► O o [7] �aJSet N N co N N u u LEGEND AA% Entering Trip Distribution Percentage BB Entering Net New Average Weekday Trips [CC%] Exiting Trip Distribution Percentage DD Exiting Net New Average Weekday Trips -m— EE(FF) AM and (PM) Net New Peak Hour Trips and Direction * Right turn onto Houser Way S. r SITE—GENERATED TRIP DISTRIBUTION AND ASSIGNMENT FIGURE if CITY CENTER BUILDING 5 TRAFFIC IMPACT ANALYSIS AM �1 1 c7. `e)� not to scale 4) �-- ) -6---100(162) S. 2nd St. -0-936(916) �-1387(37)125 1(4)—'. oo r7 0 c0 rn Project 1 Site • y. Parking Garage Site Co V) 0 1 16 ai r> > c0 Q S. �o� rn, o iN a) —0 se< Y‘o S. 3rd St. * L (665) 305 820 —� r \116 \ 364(965)--0. 509(23 7 N) —44 o 0 ��o1 S \A° r- LEGEND XX AM Peak Hour Traffic Volume & Direction (YY)--► PM Peak Hour Traffic Volume & Direction * Right turn to Houser Way S. 2003 AM AND PM PEAK HOUR TRAFFIC VOLUMES WITHOUT PROJECT rFIGURE CITY CENTER BUILDING 6 TRAFFIC IMPACT ANALYSIS f 0.1b�1 N ����i o\4o not to scale --/(\ . e ..._87029 S. 2nd St. r-20(10)0) -89(48)) '-176(177) 1(4)--► N�0(32)in -N o coz-c-) N oo rn1: Project r 17(150) Site L Parking r Site I Garage Access >, Ni a Ni Q o co 0 vi o > N < N .-. ��N .o O� S. NOS 5g< II O� S. 3rd St. * ) j ` g6`Z1f 333 824 --► r 1S6a \ 392(969)—w. 50((123 -� 9(22 - -5g) 0 �`,. S. \V\01 ro �5 0 LEGEND XX—► AM Peak Hour Traffic Volume & Direction (YY)—► PM Peak Hour Traffic Volume & Direction * Right turn to Houser Way S. } 2003 AM AND PM PEAK HOUR TRAFFIC VOLUMES WITH PROJECT FIGURE ii_ CITY CENTER BUILDING 7 TRAFFIC IMPACT ANALYSIS I APPENDIX City of Renton InterOffice Memo To: Peter Rosen From: Kayren K. Kittrick Date: February 8,2000 Subject: Stonefield Development(City Center Building) PreApplication Review 00-10 NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision- makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. WATER 1. There is an existing 8-inch water line in Main Avenue and another in S. 2nd Street. An additional 6-inch diameter line is located on the eastern side of Main Avenue. A 12-inch diameter water line is located in S. 3`d Street. The derated fire flow in the vicinity is modeled from 2500 gpm to 5500 gpm with a static pressure of approximately 65-psi, depending on the line accessed. 2. There are three fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being within 300 feet of the nearest corner of the building. I 3. -The proposed project is located in the 196 water pressure zone. Because the project is located in Aquifer Protection Zone 1, special construction restrictions may apply. 4. The Water System Development Charge (SDC)will be based on the gross square footage of the parcel multiplied by$0.113. This site may be subject to a redevelopment credit, if there is one or more existing water meters. SANITARY SEWER 1. There is an existing 8-inch diameter sanitary sewer in Main Avenue. 2. The Sanitary Sewer SDC is triggered and will be assessed based on the gross square footage of the parcel multiplied by$0.078.This site may be subject to a redevelopment credit. SURFACE WATER 1. A limited level one drainage study is required. Water quality treatment sized for the new impervious surfaces subject to vehicular access is required. 2. The Surface Water SDC is assessed based on the total new impervious surface square footage as reflected in the final design. The charge is determined by multiplying the gross square footage by$0.129. No fee is anticipated for this project. • Stonefield Development(City Center Building) PreApplication Review 00-10 02/08/00 Page 2 TRANSPORTATION 1. The traffic mitigation fee of$75 per additional generated trip shall be assessed in accordance with a traffic study and/or the ITE manual. A traffic report including both AM and PM peak hours is required for three access points to the project. The study shall also include evaluation of the signalized intersections at 2"d/Main and 31d/Main. 2. Full street improvements including, but not limited to paving, sidewalks, curb & gutter, street signs and street lights are required to be brought up to City of Renton standards. The developer shall replace any damaged or demolished facilities. t: 64 w' 3. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or.more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. PLAN REVIEW 1. All plans shall conform to the Renton Drafting Standards that are attached for reference. Also attached for general information is a fee reference sheet. 2. A construction permit is required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. A fee worksheet is attached for your use, but prior to preparing a check it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. CC: Neil Watts 2 047A City of Renton L...ther :DRIZZLE Transportation Systems Division Study Name: TMC047A Counted by:EGF Traffic Operations pool Site Code : 00000000 1 rd 11 :T-0919 2000 Studies Start Date: 09/18/00 face :WET Puce . 1 CARS,PEDESRIANS,HEAVY VEHICLES IBRONSUN WY S IS 2ND ST WAIN AV S iS 2ND ST 15outhbound Westbound I Northbound !East bound -Start 1 1 I I IIntvl. Time ) Left Thru Rrht Other! Left Thru light Other! Left Thru Reht Other! Left Thru Riht Other) Total i9/18/00 1 1 I I 06:151 0 105 113 01 1 10 0 01 0 0 0 01 0 0 0 01 229 06:301 0 145 130 01 1 18 0 21 0 0 0 0) 0 0 0 01 296 06:451 0 205 173 01 1 16 0 Hi 0 0 0 11 0 0 0 01 396 Hour! 0 455 416 01 3 44 0 21 0 0 0 11 0 0 0 0! 921 1 I 1 1 1 07:001 0 201 177 01 3 21 0 11 0 0 0 31 0 0 0 01 406 07:151 0 205 197 01 4 24 0 01 0 0 0 11 0 0 0 01 431 07:301 1 230 205 01 2 18 0 01 0 0 0 11 0 0 0 01 457 07:451 . 0 231 198 0i 3 17 0 1) 0 0 0 21 0 0 0 01 452 Hour! 1 867 777 01 12 80 0 21 0 0 0 71 0 Q 0 01 1746 1 I 1 1 1 Total! 1 1322 1193 01 15 124 0 41 0 0 0" 81 0 0 0 01 2667 Apr. I - 52.5 47.4 -I 10.4 86.7 - 2.71 - - - 100.01 - - - -I - Int. I - 49.5 44.7 -1 0.5 4.6 - 0.11 - - - 0.3! - - - -1 • - 1 I ! 1 I 1 I 1 I 1 • • City of Renton V`f l t 1E her ;E6 Transportation Systems Division • Study Name: TMCO47P by:PARTLY CLODDY Traffic Operations Site Code : 00000000 ioard R :T-0919 2000 Studies rW'M Start Date: 08/24/00 'm ace :DRY Page : 1 CARS,PEDESTRIANS,HEAVY VEHICLES IBRONSON WY S IS 2ND Si IMAIN AV S IS 2ND ST lSouthbound !Westbound !Northbound (Eastbound art I 1 1 I IIntvl. i,me 1 Left Thru Runt Other! Left Thru Rght Other! Left Thru light Other! Left Thru light Other! Total 08/24/00 1 ) I 1 15:001 1 302 183 01 8 27 0 2! 0 0 0 41 0 0 0 01 527 15:151 1 304 1755 01 10 30 .0 01 0 0 0 31 0 0 0 01 527 15:301 1 309 180 01 7 27 0 11 0 0 0 41 0 0 0 01 529 _ 15:4551 1 322 182 01 9 30 0 1I 0 0 0 11 0 0 0 01 546 Hour! 4 1237 724 01 34 114 0 41 0 0 0 121 0 0 0 01 2129. ! 1 1 1 I 16:001 2 296 177 01 11 26 0 01 0 0 0 11 0 0 0 01 513 16:151 1 278 174 01 9 28 0 11 0 0 0 3i 0 0 0 01 494 •16:301 2 286 168 01 11 31 0 1I 0 0 0 21 0 0 0 01 501 16:451 2 285 165 01 8 35 0 01 0 0 0 11 0 0 0 01 496 Hour) 7 1145 684 01 39 120 0 21 0 0 0 71 0 0 0 01 2004 ! 1 1 1 1 Total! 11 2382 1408 01 73 234 0 61 0 0 0 - 191 0 0 0 01 4133 Q Apr. 1 0.2 62.6 37.0 -I 23.3 74.7 - 1.91 - - - 100.01 - - - -1 - Int. 1 0.2 57.6 34.0 -1 1.7 5.6 - 0.11 - - - 0.41 - - - -1 - I 1 1 1 1 1 1 1 1 I • • • 1�" 4 2 TC Traffic Count Consultants, .Inc. 13623 184th Ave NE, Woodinville, WA 98072 Phone: (425) 861-8866 FAX: (425) 861-8877 Turning Movement Diagram hT 955 cn l:r 955 0 • S 3rd St/Houser Way S 10 942 3 s S 3rd St/Houser Way S —T v v A 0 10 0 343 1 0 1624 0 333 279 1624 V 54 A 0 0 1342 • cn 4.1 996 1342 Check R In: 2630 < 2338 > Out: 2630 %1-I V 1'H F Intersection: Main Ave S�ir�,S 3rd St/Houser Way S EB 9.0% 0.90 Location: Renton WB n/a n/a Date of Count: Tues 12/5/00 • NB 4.2% 0.86 Peak Period: 7:15 A - 8:15 A SB 1.8% 0.99 Checked By: LISP Intersection 3.9% 0.91 Prepared For: TP& E TM-oov833 5 • • TC2 Traffic Count Consul/anis, Inc. 13623 184111 Ave NE,Woodinville,WA 98072 Phone:(425)861-8866 FAX:(425)861-8877 Vehicle Volume Summary Intersection: Main Ave S Qa S 3rd St/Houser Way S Date of Count: Tues 12/5/00 Location: Renton Checked By: LBP Time From North on (SB) From South on (NB) From East on(WB) From West on (EB) Interval Interval Main Ave S Main Ave S S 3rd St/Houser Way S S 3rd St/Houser Way S Total Ending at T L S R T L SRTL SRTL SR 6:45 A 6 0 164 1 10 0 0 272 0 0 0 0 6 0 31 5 473 7:00 A 5 1 186 2 5 0 0 308 0 0 0 0 3 0 47 14 558 7:15 A 4 0 152 1 9 0 0 359 0 0 0 0 8 0 53 10 575 7:30 A 3 2 235 4 15 0 0 348 0 0 0 0 5 0 57 6 652 7:45 A 4 0 237 3 13 0 0 391 0 0 0 0 8 0 84 8 723 8:00 A 5 0 242 0 13 0 0 328 0 0 0 0 8 0 72 16 658 8:15 A 5 1 228 3 15 0 0 275 0 0 0 0 9 0 66 24 597 8:30 A 4 1 190 0 8 0 0 224 0 0 0 0 7 0 90 15 520 8:45A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:OOA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 36 5 1634 14 88 0 0 2505 0 0 0 0 54 0 500 98 4756. 310 7:15 A to 8:15 A Peak Hour Summary Total (7) 3 942 10 56 0 0 1342 0 0 0 0 30 0 1279 _ 54 2630 Approach w 955 1342 0 - 333 2630 %HV 2% 4% n/a 9% 4% PHF 0.99 0.86 n/a 0,90 0.91 Legend: T=Number of heavy vehicles(greater than 4 wheels) L=Left-Turn S=Straight R=Right-Turn HV=Heavy Vehicles PHF=Peak hour Factor(Peak hour volume/(4*Highest 15 minutes)) Prepared For: TP&E Th1.00v833 • . Paachir o H ..75 g` coo'ju t 1/ . ' Z.;, Vehicle Volume Summary �- ItgA Intersection: 1114'4./ 4✓G S-. � S'• ...11.14 S`7h/a4/ e-re_td/9 51=+ounte�d by. L Location. /2t-J ra .t.) Weather.s144.huy Date of coml. ' Time Period: 6 ;3 0 — y- ! 30 /9/-) Job.$1 i.:0 0- PH chocked by N S E W 1 2 3 ,1 9 10 11 12 5 6 7 8 13 1H1 Ire 16 Time From North From South . : _ pc)5 From vYesl ' interval /'? . //...) AvC.-:- S f I''? • t v 40 r✓ S • - S , 3 ni Ending at Truck Right Thru Left Truck Right Thru I Left Tr c Ri5t -re l) Trur:1 Righi ;hcu fae., , - ii 7 cP % 61/ /0 ,i 0 r , 5" 3 1 A_ Ns ,I405 =PIM 15 a? 0 ® • It 3- 13 1/7 62 ' ' ;/C EBB IMINA 1 - 2 / 0 5-3 , I ;30 mii 2- Vig: - 0 0 C- � s7 C r ;vs- IIIIIn 4iRJl11103 ��� I r 7 y I k. 'F/00 �! 1( 2 F /S 2. 1_. :6- 5- 3 El I FAMIIIII I 1 q /3 40( _ K 13° MINI /90 g P 3 .3 1 3 / NFl ,, 1 111 k I.WI�33�53■ �3 • ii 51- i Comments ) r •3� ,t,P of • ,i, .." P,,,A6 ,111 4v 4 , 1 , , ,,.....4;-i __ ''' 0,j6 0 e . City of Renton easner :CLOUDY Transportation Systems Division Stut:y Name: TMC061P 'punted by:DRL/H1;L Traffic Operations Ipp) N Site Code : 00000000 is d # :T-0919 20D0 Studies 'Start Date: 09/08/000 1�_ _Face :DRY Page : 1 jvl et;ri Ave f' CARS/P'EDESTRIANS,HEAVY VEHICLES 4HBJS5R"WY-S- IS 3RD ST IMRIN AV S IS 3RD ST ISouthbound !Westbound (Northbound 'Eastbound Start I 1 1 { Ilntvl. - me i Left Thru Right Other; Left Thru Right Other' Left Thru Right Otherl Left Thru Right Other{ Total /08/00 1 I 1 I 15:001 4 288 0 21 0 0 0 01 0 0 153 01 0 164 36 01 687 15:151 1 268 0 01 0 0 0 01 0 0 213 11 0 170 23 01 676 15:301 4 331 0 11 0 0 ' 0 01 0 0 250 11 0 180 34 11 802 15:451 2 294 0 01 0 0 0 01 0 0 197 01 0 160 19 01 672 Hour! 11 1181 0 3! 0 0 0 01 0 ' 0 853 21 0 674 112 11 2837 ! I I 1 '16:001 2 271 0 01 0 0 0 01 0 0 220 01 0 182 32 01 707 16:151 2 269 0 01 0 0 0 01 0 0 229 01 0 187 29 01 716 .16:301 1 267 0 . 01 0 0 0 01 0 0 256 01 0 191 35 01 750 '16:451 3 268 0 01 0 0 0 01 0 0 241 01 0 190 37 01 739 Hourl 8 1075 0 01 0 0 0 01 0 0 946 01 0 750 ' 133 01 -2912 I I 1 - I Total) 19 2256 0 31 0 0 0 01 0 0 1799 21 0 1424 245 1I 5749 'Apr. I 0.8 99.0 - 0.11 - - - -I - - 99.8 0.11 - 85.2 14.6 -I - % Int. I 0.3 39.2 - -I - - - -1 - - 31.2 -I - 24.7 4.2 -I - I I { I I I 1 1 I I • • _ ---, 8 CITY OF RENTON: TRANSPORTATION DIVISION,TRAFFIC COUNT SUMMARY LOCATION: S 2ND ST E/O WELLS AV S ;- TC#: VMS82 STA#: P 19060-70�� AVERAGE WEEKDAY'TRAFFIC DATE: Sep-00 AVERAGE HOURLY VOLUMES BEGIN END WKD WKD TOTAL P P K WBL WBT WBL WBT FACTOR 0 100 5 49 53 0.09 0.91 0.4 100 200 2 42 43, 0.04 0.96 0.3 200 300 1 28 29 0.03 0.97 0.2 300 400 1 23 24 0.03 0.97 0.2 400 500 5 68 73 0.07 0.93 0.5 500 600 22 276 298 0.07 0.93 2.0 600 700 64 590 654 0.10 0.90 4.5 700 800 88 887 975 0.09 0.91 6.7, 800 900 97 749 846 0.11 P 0.89 5.8 900 1000 100 648 749 0.13 0.87 5.1 1000 1100 104 684 788 0.13 0.87 5.4 1100 1200 113 718 830 0.14 0.86 5.7 1200 1300 119 799 918 0.13 0.87 6.3 1300 1400 124 1061 1185 0.10 0.90 8.1 1400 1500 151 949 1099 0.14 0.86 7.5 1500 1600 152 1027 1179 0.13 0.87 8.1 • 1600 1700 167 1082 1249 0.13 0.87 8.5 1700 1800 144 1105 1249 0.12 0.88 8.5 1800 1900 81 867 947 0.09 0.91 6.5 1900 2000 49 515 563 0.09 0.91 3.9 2000 2100 21 320 341 0.06 0.94 2.3 2100 2200 18 211 228 0.08 0.92 1.6 2200 2300 12 161 173 0.07 0.93 1.2 2300 2400 8 114 122 0.06 0.94 0.8 I TOTAL: 1646 12969 14615 100 WANG SUMMARY: AM PM END HR'VOLUME END HR'VOLUME TOTAL 800 975 1800 1249 WBL 1200 113 1700 167 WBT 800 887 1800 1105 1 ' 9 CITY OF RENTON: TRANSPORTATION DIVISION,TRAFFIC COUNT SUMMARY LOCATION: MAIN AV S N/O S 3RD ST TC#: 838 STA#: P 13010-10 00 yJ " AVERAGE WEEKDAY TRAFFIC _ i DATE: Aug-00 AVERAGE HOURLY VOLUMES WKD WKD P P K BEGIN END SB NB TOTAL SB NB FACTOR 0 100 98 0 98 1.00 0.00 0.8 100 200 78 0 78 1.00 0.00 0.6 200 300 49 0 49 1.00 0.00 0.4 300 400 34 0 34 1.00 0.00 0.3 400 500 52 0 52 1.00 0.00 0.4 500 600 182 0 182 1.00 0.00 1.4 600 700 512 0 512 1.00 0.00 3.9 700 800 877 0 877 1.00 0.00 6.8 800 900 694 0 694 1.00 0.00 5.3 900 1000 489 0 489 1.00 0.00 3.8 1000 1100 517 0 517 1.00 0.00 4.0 1100 1200 677 0 677 1.00 0.00 5.2 1200 1300 572 0 572 1.00 0.00 4.4 1300 1400 752 0 752 1.00 0.00 5.8 1400 1500 1120 0 1120 1.00 0.00 8.6 1500 1600 1249 0 1249 1.00 0.00 9.6 • - 1600 1700 1279 0 1279 1.00 0.00 9.9 1700 1800 1227 0 1227 1.00 0.00 9.5 1800 1900 943 0 943 1.00 0.00 7.3 1900 2000 532 0 532 1.00 0.00 4.1 2000 2100 366 0 366 1.00 0.00 2.8 2100 2200 269 0 269 1.00 0.00 2.1 2200 2300 226 0 226 1.00 0.00 1.7 2300 2400 181 0 181 1.00 0.00 1.4 TOTAL: .12973 0 12973 100 WANG SUMMARY: AM PM END HR VOLUME END HR'VOLUME TOTAL 800 877 1700 1279 SB • 800 877 1700 1279 j NB 100 0 1300 0 • - 10 City of Renton Corridor Report • 12/4/00 Report Period: 1/1/97 to 12/31/99 Corridor: SECOND ST. S between WELLS AVE S and MILL AVE S SECOND ST. S at WELLS AVE S Year: 1997 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Fri-2/21/97 4:34:00 PM 97-147 Right Angle E->W S->N 2 2 Thu-2/27/97 4:30:00 PM 97-189-I Right Angle E->W S->N P 2 Thu-4/3/97 8:20:00 AM 97-283 Pedestrian/Cyclist Involved S->W N->S 1 2 Mon-4/14/97 11:45:00 AM 97-325 Right Angle E->W S->W P 2 Mon-4/14/97 9:10:00 AM 97-324 Right Angle E->W S->N 3 2 Tue-5/20/97 12:13:00 PM 97-438 Right Angle E->W S->N 1 2 Fri-5/23/97 1:55:00 PM 97-447 Sideswipe E->N E->W P 2 Sun-5/25/97 8:14:00 AM 97-455 Right Angle E->W S->N 1 2 Mon-6/23/97 5:05:00 PM 97-574 Pedestrian/Cyclist Involved S->W W->E 1 2 Tue-7/1/97 1:40:00 PM 97-580 Right Angle S->N E->W P 2 Wed-7/2/97 3:10:00 PM 97-582 Right Angle E->W S->N 1 2 Wed-10/15/97 5:58:00 PM 97-928 Right Angle E->W S->N 1 2 Thu-11/6/97 11:40:00 AM 97-1023 Right Angle E->W S->N P 2 Yearly Totals:Number otCollision 13 'Mils: U 11 5 U 26 Year: 1998 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Thu-1/2/798 5:08:00 PM 98-71 Right Angle E->W S->N 2 2 Thu-2/5/98 2:58:00 PM 98-119 Right Angle E->W S->N P 2 Sun-2/8/98 11:46:00 AM 98-128 Right Angle E->W S->N P 2 Wed-2/11/98 9:05:00 AM 98-139 Right Angle E->W S->N 1 2 lion-3/9/98 5:06:00 PM 98-226 Right Angle E->W S->N 2 2 Wed-4/1/98 2:30:00 PM 98-308 Right Angle E->W S->N 2 3 Mon-4/6/98 3:59:00 PM 98-331 Right Angle E->W S->N 1 2 Mon-4/20/98 3:11:00 PM 98-386 Right Angle E->W S->N 3 2 Wed-6/24/98 5:56:00 PM 98-635 Right Angle S->N E->W 2 Mon-9/7/98 12:41:00 PM 98-883 Right Angle E->W S->N P H 2 Tue-10/6/98 1:05:00 PM 98-992 Right Angle E->W S->N P 2 Wed-11/4/98 12:49:00 PM 98-1102. Right Angle E->W S->N 1 2 Thu-12/10/98 2:56:00 PM 98-1249 Right Angle E->W S->N 1 2 •ear y Totals:Numb f Cdlliswn 3 '1 1 Is: U 13-4 1 27 Year: 1999 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Page 1 1 1 Sun-2 7 99 5:10:00 PM 99-100 Rig t Ang e E->W S->N P 2 Tue-3/30/99 7:20:00 PM 99-251 Right Angle E->W S->N 1 2 Sat-4/24/99 11:12:00 AM 99-319 Right Angle E->W S->N P 2 Mon-5/17/99 3:40:00 PM 99-401 Right Angle E->W S->N P ' 2 Mon-5/31/99 10:45:00 AM 99-437 Right Angle E->W S->N P 2 Thu-7/1/99 12:54:00 PM 99-530 Right Angle E->W S->N 1 2 Fri-7/2/99 8:20:00 PM 99-535 Right Angle E->W S->N 5 2 Fri-7/2/99 8:37:00 AM 99-531 Right Angle E->W S->N P 2 Mon-7/19/99 2:00:00 PM 99-580 Right Angle E->W S->N P 2 Thu-8/19/99 9:32:00 AM 99-679 Right Angle E->W S->N 1 2 Mon-9/27/99 2:27:00 PM 99-762 Right Angle E->W S->N 1 2 Fri-10/8/99 12:22:00 PM 99-811 Right Angle E->W S->N 2 2 Wed-11/3/99 4:06:00 PM 99-915 Right Angle E->W S->N 1 2 'ear y o als:Number of Collision 1-3 l otals: 0 12 6 U 21 Link Totals:Number of Collisions 39 Totals: 0 36 15 1 79 SECOND ST. S,020000 ft. N of WELLS AVE S Year: 1997 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Wed-2/12/97 11:00:00 AM 97-119 Sideswipe E->W E->W P H 2 YearlyTotals:Number ofC—ollision 1 Toals: 0 0---I I 2 Link Totals:Number of Collisions 1 Totals: 0 0 1 1 2 SECOND ST. S at BRONSON WY S Year: 1999 • Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Thu-2/11/99 8:18:00 AM 99-116 Rear End E->W E->W 2 2 Yearly 1 otals:Number of Collision I '1 otals: 0 2 0 U 2 Link Totals:Number of Collisions 1 Totals: 0 2 0 0 2 SECOND ST. S at MAIN AVE S Year: 1997 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Sat-6/28/97 2:01:00 PM 97-509 Rear End N->S N->S 1 2 Wed-8/13/97 7:47:00 AM 97-699 Rear End N->S N->S P 2 ear y ToIal;TNlumber ofCollision 2 To als: 11 1 1 U 4 Year: 1999 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Fri-6/25/99 2:25:00 PM 99-517-I Rear End N->S N->S P 2 Wed-12/29/99 4:10:00 PM 99-1124 Right Angle N->W E->W P 2 Yearly Ti also Num er of-Collision—2 Totals—U-0 2 0 4 Link Totals:Number of Collisions 4 Totals: 0 1 3 0 8 \.t- Page 2 12 i SECOND ST. S, 0075 ft.W of MILL AVE S Year: 1998 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Tue-4/28/98 1:30:00 PM 98-417 Rear End E->W E->S 1 2 Yearly Totals:Number of Collision 1 Totals: 0 I 0 0 2 Link Totals:Number of Collisions 1 Totals: 0 1 0 0 2 SECOND ST. S at MILL AVE S • Year: 1997 Date Time Of Case Direction Num Num Hit& Total Collision Collision _ Number Type of Collision _ Veh 1 Veh 2 Fat Inj PDO Run Vehicles Mon-10/20%97 4:22:00 PM 97-946 Approach Turn E->W W->N 1 2 I Yearly Total lum er o collision 1 '1 otals: 0 1 0 U 2 Year: 1998 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles I Tu -3 31798 1:30:00 PM 98-297 Approach Turn S->W N->S 1 2 I Yearly Totals:Number of Collision 1 Totals: U 1 0 U 2 Year: 1999 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Tue-1 12 99 4:40:00 PM 99-27 Approach Turn N->E S->N P 2 Wed-3/24/99 1:43:00 PM 99-234 Right Angle W->N S->N 3 2 Fri-4/30/99 10:32:00 AM 99-346 Right Angle E->W S->N 1 ' 2 ear y o u s: um er o o Iision 3 Totals: U 4 1 U 6 Link Totals:Number of Collisions 5 Totals: 0 6 1 0 10 Totals for Corridor Number of Collisions: 51 Total Vehicles Involved: 103 Number of Fatalities: 0 (0.00%) Number of Injuries: 31/46 60.78%) Number of PDOs: 20 (39.22% ,) Page 3 13 City of Renton Corridor Report 12/4/00 Report Period: 1/1/97 to 12/31/99 Corridor: MAIN AVE S between THIRD ST. S and BRONSON WY S MAIN AVE S at THIRD ST. S Year: 1997 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj' PDO Run Vehicles Mon-2/24/97 11:00:00 PM 97-155 Right Angle N->S W->E 1 2 Sat-5/31/97 12:37:00 PM 97-483 Right Angle N->W W->E P 2 Fri-9/19/97 11:20:00 PM 97-827 Sideswipe N->S N->S 1 H 2 Sat-10/4/97 12:19:00 PM 97-876 Right Angle W->E N->S 1 2 -I early Totals:Number of Collision —4— — — -------Totals:—D-----3-------I —1 —S Year: 1998 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Thu-3719/98 5:10:00 PM 98-258 Rear End W->E W->E 1 2 Sun-3/22/98 3:03:00 PM 98-270 Right Angle N->S W->E P 2 2 2 2 2 Sat-5/16/98 3:07:00 PM 98-495-B Right Angle W->E N->S P Fri-7/24/98 1 1:39:00 PM 98-750-I Right Angle N->S W->E P Sat-8/15/98 9:00:00 AM 98-821 Right Angle W->E N->S P Sun-8/30/98 5:10:00 PM 98-860 Sideswipe W->E W->E P Thu-12/17/98 11:50:00 PM 98-1289 Right Angle W->E N->S P 2 Yearly Totals:Number of Collision 7 Totals: U 1 6 U 14 Year: 1999 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Thu-1/28/99 2:16:00 PM 99-72 Rear End N->S N->S P 2 Thu-2/4/99 11:30:00 AM 99-89 Right Angle N->S W->E 2 2 Yearly Totali:Number of Collision— -2.--_- — — — ——Totals:—U 2 1 0 4 Link Totals:Number of Collisions 13 Totals: 0 6 8 1 26 MAIN AVE S, 0020 ft.N of THIRD ST. S Year: 1999 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Tue-7/20/99 2:50:00 PM 99-583 Rear End N->S N->S P 2 Yearly Totals:Number of Colhsion .. 1 Totals: U 0-1 U 2 Page 1 14 Link Totals:Number of Collisions 1 Totals: 0 0 1 0 2 MAIN AVE S,007000 ft. N of THIRD ST. S Year: 1997 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh I Veh 2 Fat Inj PDO Run Vehicles Fri-1/17/97 7:48:00 PM 97-47 Sideswipe N->S N->E P 2 Yearly'1 otals:Number of Collision 1— Totals-0 U 1 0 2 Link Totals:Number of Collisions 1 Totals: 0 0 1 0 2 MAIN AVE S,0100 ft. N of THIRD ST. S Year: 1999 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Wed-2/3/99 9:00:00 PM 99-85 Sideswipe N->S N->S P 2 Yearly Totals:Number oftoIlision 1 '1 otals: 0 0 1 0 2 Link Totals:Number of Collisions 1 Totals: 0 0 1 0 2 MAIN AVE S,200 ft.N of THIRD ST. S Year: 1999 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles I Sat-10/2/99 4:40:00 PM 99-782-I Sideswipe N->S N->S P 2 I Yearly-otalsENun bi er of-Collision 1 Totals: U 0 1 0 —2 Link Totals:Number of Collisions 1 Totals: 0 0 1 0 2 MAIN AVE S, 0500 ft.N of THIRD ST. S Year: 1999 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Tue-5/11/99 2:55:00 PM 99-383 Rear End N->S N->S P 2 Yearly Totals:Number of Collision 1 Totals: 0 0 1 0 2 Link Totals:Number of Collisions 1 Totals: 0 0 1 0 2 MAIN AVE S,0075 ft. S of SECOND ST. S Year: 1999 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Fri-7/1-6799 11:00:00 PM 99-566-I Sideswipe N->E N->S P 2 ear y Totals: um er o Collision 1 Totals: U U I U 2 Link Totals:Number of Collisions 1 Totals: 0 0 1 0 2 Page 2 15 MAIN AVE S at SECOND ST. S Year: 1997 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Sat-6/28/97 2:01:00 PM 97-509 Rear End N->S N->S 1 Wed-8/13/97 7:47:00 AM 97-699 Rear End 2 N->S N->S P 2 Yearly Totals:Number of Collision 2 Totals: U 1 1 0 4 Year: 1999 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Fri-6/25/99 2:25:00 PM 99-517-I Rear End N->S N->S P 2 Wed-12/29/99 4:10:00 PM 99-1124 Right Angle N->W E->W P 2 Yearly Totals:Number of Collision 2 Totals: 0 0-2 0 4 Link Totals:Number of Collisions 4 Totals: 0 1 3 0 8 MAIN AVE S,200 ft. N of SECOND ST. S Year: 1998 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Fri-2/27/98 8:58:00 PM 98-197 Fixed Object/Parked Vehicle Prk W P H 2 I Yearly Totals:Number of Collision 1 Totals: 0 0 1 1 2 Link Totals:Number of Collisions 1 Totals: 0 0 1 1 2 MAIN AVE S at BRONSON WY S Year: 1997 Date Time Of Case •Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles Fri-5/30/97 4:00:00 PM 97-480-I Sideswipe S W P 2 Tue-8/12/97 2:24:00 PM 97-697 Sideswipe E->W E->W P 2 YearlyTTotals:Number of-Collision 2 Tot-ANT-0 0 2 0— 4 I Year: 1998 Date Time Of Case Direction Num Num Hit& Total Collision Collision Number Type of Collision Veh 1 Veh 2 Fat Inj PDO Run Vehicles r' i W e—-8726/98 6:20:00 AM 98-843 Rear Ea E->W E->W P Yearly ToTils:Number ofCollisiou 1 2 Totals: tf� —I--0-2 Link Totals:Number of Collisions 3 Totals: 0 0 3 0 6 Totals for Corridor Number of Collisions: 27 Total Vehicles Involved: 54 Number of Fatalities: 0 (0.00%) Number of Injuries: 6/7 22.22%) Number of PDOs: 21 (77.78% Page 3 16 1 1: S. 2nd St. & Bronson Way S. Synchro 4 Report Existing 2000 AM Peak Hour Without Project 1/22/2001 Lanes,Volumes, Timings -► .' c 4-- t- 4\ r c ( 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SWL2 SWL SWR Lane Configurations li 44 Wi Fr Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 11 11 12 12 12 12 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 0 2 Total Lost Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 1 Turning Speed (mph) 15 9 15 9 15 9 15 15 9 Satd. Flow(prot) 0 0 0 1540 1450 0 0 0 0 2958 2378 FIt Perm. 0.950 0.950 Satd. Flow(perm) 0 0 0 1540 1450 0 0 0 0 2958 2378 Right Turn on Red Yes Yes Yes Satd. Flow(RTOR) 827 Volume (vph) 0 0 0 12 80 0 0 0 1 867 777 Confl. Peds. (#/hr) 5 5 Peak Hour Factor 0.90 0.90 0.90 0.84 0.84 0.90 0.90 0.90 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 14% 2% 2% 2% 2% 3% 4% 1 Bus Blockages(#/hr) 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) -- Mid-Block Traffic(%) 0% 0% 0% 0% Adj. Flow(vph) 0 0 0 14 95 0 0 0 1 922 827 Lane Group Flow(vph) 0 0 0 14 95 0 0 0 0 923 827 Turn Type Perm Perm Perm Protected Phases 8 6 Permitted Phases 8 6 6 Detector Phases 8 8 6 6 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 20.0 20.0 20.0 20.0 20.0 Total Split(s) 0.0 0.0 0.0 32.0 32.0 0.0 0.0 0.0 58.0 58.0 58.0 Total Split(%) 0% 0% 0% 36% 36% 0% 0% 0% 64% 64% 64% Maximum Green (s) 28.0 28.0 54.0 54.0 54.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 Minimum Gap(s) 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 Recall Mode None None Coord Coord Coord Walk Time (s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 5 5 5 5 5 Lane Grp Cap(vph) 181 171 2412 2092 v/s Ratio Prot 0,.07 City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700AMOOEX.sy6 Transportation Planning&Engineering,Inc. Page 1 FREESEAN-ST41 17 1: S. 2nd St. & Bronson Way S. Synchro 4 Report Existing 2000 AM Peak Hour Without Project 1/22/2001 Lanes,Volumes, Timings Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SWL2 SWL SWR v/s Ratio Perm 0.01 0.31 0.32 Critical LG? Yes Yes Act Effct Green (s) 10.6 10.6 73.4 73.4 Actuated g/C Ratio 0.12 0.12 0.82 0.82 v/c Ratio 0.08 0.56 0.38 0.40 Uniform Delay, d1 35.4 37.5 2.2 0.0 Platoon Factor 0.59 0.59 1.12 1.00 Incr. Delay, d2 0.2 3.9 0.5 0.6 Webster Delay 21.0 26.0 3.0 0.6 Webster LOS C C A A Queue Length 50th (ft) 7 51 55 0 Queue Length 95th (ft) 22 87 109 13 Link Length (ft) 71 222. 112 1320 50th Up Block Time (%) 95th Up Block Time (%) Turn Bay Length (ft) 50th Bay Block Time % 95th Bay Block Time % Queuing Penalty(veh) Area Type: CBD Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0(0%), Referenced to phase 6:SWL, Start of Green Natural Cycle: 40 Control Type: Actuated-Coordinated Total Lost Time: 6 Sum of Critical v/s Ratios: 0.39 Intersection v/c Ratio: 0.42 Intersection Webster Signal Delay: 3.2 Intersection LOS: A Splits and Phases: 1: S. 2nd St. & Bronson Way S. Iv- 06 1 08 City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700AMOOEX.sy6 Transportation Planning&Engineering,Inc. Page 2 FREESEAN-ST41 18 1: S. 2nd St. & Bronson Way S. Synchro 4 Report Existing 2000 PM Peak Hour Without Project 1/22/2001 Lanes,Volumes, Timings -- I --0 . i' II- 4\ r c ( 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SWL2 SWL SWR Lane Configurations vi + DI rr Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 11 11 12 12 12 12 11 11 Grade(%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 0 2 Total Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 15 9 Satd. Flow(prot) 0 0 0 1525 1559 0 0 0 0 2958 2401 Flt Perm. 0.950 0.950 Satd. Flow(perm) 0 0 0 1525 1559 0 0 0 0 2958 2401 Right Turn on Red Yes Yes Yes Satd. Flow(RTOR) 746 Volume(vph) 0 0 0 34 114 0 0 0 4 1237 724 Confl. Peds. (#/hr) 5 5 Peak Hour Factor 0.90 0.90 0.90 0.95 0.95 0.90 0.90 0.90 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 3% 6% 2% 2% 2% 2% 3% 3% Bus Blockages(#/hr) 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic(%) 0% 0% 0% 0% Adj. Flow(vph) 0 0 0 36 120 0 0 0 4 1275 746 Lane Group Flow(vph) 0 0 0 36 120 0 0 0 0 1279 746 Turn Type Perm Perm Perm -, Protected Phases 8 6 Permitted Phases 8 6 6 Detector Phases 8 8 6 6 6 Minimum Initial (s) 4.0 4.0 . 4.0 4.0 4.0 Minimum Split(s) 20.0 20.0 20.0 20.0 20.0 Total Split(s) 0.0 0.0 0.0 20.0 20.0 0.0 0.0. 0.0 40.0 40.0 40.0 Total Split(%) 0% 0% 0% 33% 33% 0% 0% 0% 67% 67% 67% Maximum Green (s) 16.0 16.0 36.0 36.0 36.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 Time Before Reduce(s) 0.0 0.0 0.0 0.0 0.0 Time To Reduce(s) 0.0 0.0 0.0 0.0 0.0 Recall Mode None None Coord Coord Coord Walk Time (s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 - Pedestrian Calls(#/hr) 5 5 5 5 5 Lane Grp Cap (vph) 254 260 2169 1960 v/s Ratio Prot 0.08 City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700PMOOEX.sy6 Transportation Planning&Engineering,Inc. Page 1 FREESEAN-ST41 19 1: S. 2nd St. & Bronson Way S. Synchro 4 Report Existing 2000 PM Peak Hour Without Project 1/22/2001 Lanes,Volumes, Timings --► .%t 11" r 4w r . Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SWL2 SWL SWR v/s Ratio Perm 0.02 0.43 0.28 Critical LG? Yes Yes Act Effct Green (s) 10.0 10.0 44.0 44.0 Actuated g/C Ratio 0.17 0.17 0.73 0.73 v/c Ratio 0.14 0.46 0.59 0.38 Uniform Delay, d1 21.3 22.5 3.7 0.0 Platoon Factor 0.74 0.74 1.08 1.00 Incr. Delay, d2 0.3 1.3 1.2 0.6 Webster Delay 16.0 18.0 5.2 0.6 Webster LOS B B A A Queue Length 50th (ft) 11 39 86 0 Queue Length 95th (ft) 28 71 202 15 Link Length (ft) 71 222 112 1320 50th Up Block Time (%) 95th Up Block Time (%) Turn Bay Length (ft) - 50th Bay Block Time % 95th Bay Block Time % Queuing Penalty(veh) Area Type: CBD Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 6:SWL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Total Lost Time: 6 Sum of Critical v/s Ratios: 0.51 Intersection v/c Ratio: 0.57 Intersection Webster Signal Delay: 4.5 Intersection LOS: A Splits and Phases: 1: S. 2nd St. &Bronson Way S. 4-- m6 1 m8 City Center Building Traffic Impact Analysis C:\Program Files\Traficware\R068700PMOOEX.sy6 Transportation Planning&Engineering,Inc. Page 2 FREESEAN-ST41 20 1: S. 2nd St. & Bronson Way S. Synchro 4 Report 2003 AM Peak Hour Without Project 1/22/2001 , Lanes,Volumes, Timings --Ir --4* Nt 1-- .--. C 4\ r c ( 4/ I Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SWL2 SWL SWR Lane Configurations 1 at Al rir Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 11 11 12 12 12 12 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 0 2 Total Lost Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed(mph) 15 9 15 9 .15 9 15 15 9 Satd. Flow(prot) 0 0 0 1540 1450 0 0 0 0 2958 2378 Flt Perm. 0.950 0.950 Satd. Flow(perm) 0 0 0 1540 1450 0 0 0 0 2958 2378 Right Turn on Red Yes Yes Yes ' Satd. Flow(RTOR) T 903 Volume(vph) 0 0 0 13 87 0 0 0 1 947 849 Confl. Peds. (#/hr) 5 5 ! Peak Hour Factor 0.90 0.90 0.90 0.84 0.84 0.90 . 0.90 0.90 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 14% 2% 2% 2% 2% 3% 4% Bus Blockages(#/hr) 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic(%) 0% 0% 0% 0% Adj. Flow(vph) 0 0 0 15 104 0 .0 0 1 1007 903 Lane Group Flow(vph) 0 0 0 15 104 0 0 0 0 1008 903 Turn Type Perm Perm Perm - Protected Phases 8 6 Permitted Phases 8 6 6 Detector Phases 8 8 6 6 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 ' Minimum Split(s) 20.0 20.0 20.0 20.0 20.0 ' Total Split(s) 0.0 0.0 0.0 32.0 32.0 0.0 0.0 0.0 58.0 58.0 58.0 Total Split(%) 0% 0% 0% 36% 36% 0% 0% 0% 64% 64% 64% Maximum Green (s) 28.0 28.0 54.0 54.0 54.0 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 Time Before Reduce(s) 0.0 0.0 0.0 0.0 0.0 Time To Reduce(s) 0.0 0.0 0.0 0.0 0.0 Recall Mode None None Coord Coord Coord Walk Time (s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 5 5 5 5 5 Lane Grp Cap(vph) 187 176 2403 2101 v/s Ratio Prot 0.07 City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700AM03WO.sy6 Transportation Planning&Engineering,Inc. Page 1 FREESEAN-ST41 21 1: S. 2nd St. & Bronson Way S. Synchro 4 Report 2003 AM Peak Hour Without Project 1/22/2001 Lanes,Volumes,Timings -X' - 4--- 4\ r 4► ( i" Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SWL2 SWL SWR v/s Ratio Perm 0.01 Critical LG? 0.34 0.35 Yes Yes Act Effct Green (s) 10.9 10.9 73.1 73.1 Actuated g/C Ratio 0.12 0.12 0.81 0.81 v/c Ratio 0.08 0.59 0.42 0.43 Uniform Delay, d1 35.1 37.4 2.4 0.0 Platoon Factor 0.60 0.59 1.15 1.00 Incr. Delay, d2' 0.2 5.2 0.5 0.6 Webster Delay 21.1 27.5 3.3 0.6 Webster LOS C C. A A Queue Length 50th (ft) 8 56 66 0 Queue Length 95th (ft) 22 93. 123 14 Link Length (ft) 71 222 112 1320 50th Up Block Time(%) 95th Up Block Time(%) Turn Bay Length (ft) 50th Bay Block Time% 95th Bay Block Time % Queuing Penalty(veh) , Area Type: CBD Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0(0%), Referenced to phase 6:SWL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Total Lost Time: 6 Sum of Critical v/s Ratios: 0.43 Intersection v/c Ratio: 0.46 Intersection Webster Signal Delay: 3.5 Intersection LOS:A Splits and Phases: 1: S. 2nd St. & Bronson Way S. ►`* 06 ' 08 \`rater Building Tratlic Impact Analysis C:\Program Files\Trafftcware\R068700AM03WO.sy6 a`' Planning&Engineering,Inc. Page 2 / 22 1: S. 2nd St. & Bronson Way S. Synchro 4 Report 2003 PM Peak Hour Without Project 1/22/2001 ' Lanes,Volumes, Timings r r " ' ■ 1- t 4\ r c ( 4/ , . Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SWL2 SWL SWR Lane Configurations ii it 111 rr Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 11 11 12 12 12 12 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 0 2 1 Total Lost Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 15 9 Satd. Flow(prot) 0 0 0 1525 1559 0 0 0 0 2958 2401 Flt Perm. 0.950 0.950 Satd. Flow(perm) 0 0 0 1525 1559 0 0 0 0 2958 2401 Right Turn on Red Yes Yes Yes Satd. Flow(RTOR) 815 Volume (vph) 0 0 0 37 125 0 0 0 4 1352 791 Confl. Peds. (#/hr) 5 5 Peak Hour Factor 0.90 0.90 0.90 0.95 0.95 0.90 0.90 0.90 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 3% 6% 2% 2% 2% 2% 3% 3% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic(%) 0% 0% 0% 0% Adj. Flow(vph) 0 0 0 39 132 0 0 0 4 1394 815 _ Lane Group Flow(vph) 0 0 0 39 132 0 0 0 0 1398 815 Turn Type Perm Perm Perm Protected Phases 8 6 Permitted Phases 8 6 6 Detector Phases 8 8 6 6 6 Minimum Initial (s) 4.0 . 4.0 4.0 4.0 4.0 ' Minimum Split(s) 20.0 20.0 20.0 20.0 20.0 Total Split(s) 0.0 0.0 0.0 20.0 20.0 0.0 0.0 0.0 40.0 40.0 40.0 Total Split(%) 0% 0% 0% 33% 33% 0% 0% 0% 67% 67% 67% - Maximum Green (s) 16.0 16.0 36.0 36.0 36.0 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lead-Lag Optimize? '- Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 Time Before Reduce(s) 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0:0 0.0 0.0 0.0 Recall Mode None None Coord Coord Coord Walk Time(s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 5 5 5 5 5 Lane Grp Cap (vph) 259 265 2159 1973 v/s Ratio Prot 0.08 City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700PM03WO.sy6 - 1 Transportation Planning&Engineering,Inc. - Page 1 FREESEAN-ST41 23 1: S. 2nd St. & Bronson Way S. Synchro 4 Report 2003 PM Peak Hour Without Project 1/22/2001 Lanes, Volumes,Timings it 4- 4\ r c c Lane Group EBL EBT EBR WBL WBT WBR NBL . NBR SWL2 SWL SWR v/c Ro+in Pnrm fl f1'3 f1.77 n'3f1 sumo. vol Critical LG? Yes Yes V`v� Act Effct Green (s) 10.2 10.2 43.8 43.8 Actuated g/C Ratio 0.17 0.17 0.73 0.73 v/c Ratio 0.15 0.50 0.65 0.41 - Uniform Delay, d1 21.2 22.6 4.1 0.0 Platoon Factor 0.74 0.74 1.10 1.00 ' Incr. Delay, d2 0.3 1.5 1.5 0.6 Webster Delay 16.1 18.3 6.1 0.6 Webster LOS B B Queue Length 50th (ft) 12 43 104 0 Queue Length 95th (ft) 30 77 240 15 Link Length (ft) 71 222 112 1320 50th Up Block Time (%) 95th Up Block Time (%) Turn Bay Length (ft) 50th Bay Block Time % 95th Bay Block Time % Queuing Penalty(veh) Area Type: CBD Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0(0%), Referenced to phase 6:SWL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Total Lost Time: 6 Sum of Critical v/s Ratios: 0.56 Intersection v/c Ratio: 0.62 Intersection Webster Signal Delay: 5.1 Intersection LOS: A Splits and Phases: 1: S. 2nd St. & Bronson Way S. °6 08 City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700PM03WO.sy6 Transportation Planning&Engineering,Inc. Page 2 FREESEAN-ST41 24 1: S. 2nd St. & Bronson Way S. Synchro 4 Report 2003 AM Peak Hour With Project 1/22/2001 Lanes,Volumes, Timings c ( 4/ I Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SWL2, SWL SWR Lane Configurations 11 + DI fir Ideal Flow(vphpl) 1900 1900 1900 1900 . 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 11 11 12 12 12 12 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 0 2 Total Lost Time(s) '3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 15 ' 9 Satd. Flow(prot) 0 0 0 1540 1450 0 0 0 0 2958 2378 FIt Perm. 0.950 0.950 Satd. Flow(perm) 0 0 0 1540 1450 0 0 0 0 2958 2378 Right Turn on Red Yes Yes • Yes Satd. Flow(RTOR) 903 Volume (vph) ' 0 0 0 89 87 0 0 P 0 , 1 1060 849 Confl. Peds. (#/hr) 5 5 Peak Hour Factor 0.90 0.90 0.90 0.84 0.84 0.90 0.90 0.90 0.94 0.94 0.94 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% ' 2% 2% 14% 2% 2% 2% 2% 3% 4% Bus Blockages(#/hr) 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic(%) 0% 0% 0% 0% Adj. Flow(vph) 0 0 0 106 104 0 0 0 1 1128 903 Lane Group Flow(vph) 0 0 0 106 104 0 0 0 0 1129 903 Turn Type Perm Perm Perm Protected Phases 8 6 Permitted Phases 8 6 6 Detector Phases 8 8 6 6 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 20.0 20.0 20.0 20.0 20.0 Total Split(s) 0.0 0.0 0.0 32.0 32.0 0.0 0.0 0.0 58.0 58.0 58.0 Total Split(%) 0% 0% 0% 36% 36% 0% 0% 0% 64% 64%° 64% Maximum Green (s) 28.0 28.0 54.0 54.0 54.0 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 ' 0.5 0.5 0.5 Lead/Lag ' Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 - Time Before Reduce(s) 0.0 0.0 0.0 0.0 0.0 Time To Reduce(s) 0.0 0.0 0.0 0.0 0.0 Recall Mode None None Coord Coord Coord Walk Time(s) 5.0 5.0 5.0 5.0 5.0 ' Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 5 5 5 5 5 Lane Grp Cap (vph) 209 197 2360 2080 v/s Ratio Prot 0.07 City Center Building Traffic Impact Analysis ' C:\Program Files\Trafficware\R068700AM03W.sy6 Transportation Planning&Engineering,Inc. Page 1 FREESEAN-ST41 , 25 1: S. 2nd St. & Bronson Way S. Synchro 4 Report 2003 AM Peak Hour With Project 1/22/2001 Lanes,Volumes, Timings r ( Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SWL2 SWL SWR v/s Ratio Perm 0.07 0.38 0.35 Critical LG? Yes Yes Act Effct Green (s) 12.2 12.2 71.8 71.8 Actuated g/C Ratio 0.14 0.14 0.80 0.80 v/c Ratio 0.51 0.53 0.48 0.43 Uniform Delay, d1 36.1 36.2 3.0 0.0 Platoon Factor 0.62 0.61 0.99 1.00 Incr. Delay, d2 1.9 2.5 0.7 0.7 Webster Delay 24.1 24.8 3.6 0.7 - Webster LOS C C A A Queue Length 50th (ft) 57 56 79 0 Queue Length 95th (ft) 94 93 147 14 Link Length (ft) 71 222 112 .1320 50th Up Block Time (%) 95th Up Block Time (%) Turn Bay Length (ft) 50th Bay Block Time% 95th Bay Block Time % Queuing Penalty(veh) Area Type: CBD Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0(0%), Referenced to phase 6:SWL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Total Lost Time: 6 Sum of Critical v/s Ratios: 0.45 Intersection v/c Ratio: 0.49 Intersection Webster Signal Delay: 4.4 Intersection LOS: A Splits and Phases: 1: S. 2nd St. & Bronson Way S. 4 06 e8 City Center Building Traffic Impact Analysis C:\Program Fi1es\Traffcware\R068700AM03W.sy6 Transportation Planning&Engineering,Inc. Page 2 FREESEAN-ST41 . 26 1: S. 2nd St. & Bronson Way S. Synchro 4 Report 2003 PM Peak Hour With Project 1/16/2001 ' Lanes,Volumes, Timings -if --I. '`'t . 1 t 4\ r ,, ,l 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SWL2 SWL SWR ' Lane Configurations Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 �1900 Lane Width(ft) 12 12 12 11 11 12 12 12 12 11 11 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 0 2 Total Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 -' Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 - Turning Speed (mph) 15 9 15 9 15 9 15 15 9 1 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.97 0.88 Frt Protected 0.850 FIt Protected 0.950 0.950 Satd. Flow(prot) 0 0 0 1525 1559 0 0 0 0 2958 2401 Frt Perm. 0.850 FIt Perm. 0.950 0.950 Satd. Flow(perm) 0 0 0 1525 1559 0 0 0 0 2958 2401 Right Turn on Red Yes Yes Yes Satd. Flow(RTOR) 815 Headway Factor 1.14 1.14 1.14 1.19 1.19 1.14 1.14 1.14 1.14 1.19 1.19 Volume (vph) 0 0 0 48 129 0 0 0 4 1368 791 Confl. Peds. (#/hr) 5 5 Peak Hour Factor 0.90 0.90 0.90 0.95 0.95 0.90 0.90 0.90 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles(%) 2% 2% 2% 3% 6% 2% 2% 2% 2% 3% 3% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic(%) 0% 0% 0% 0% Adj. Flow(vph) 0 0 0 51 136 0 0 0 4 1410 815 Lane Group`Flow(vph) 0 0 0 51 136 0 0 0 0 1414 815 Turn Type Perm Perm Perm Protected Phases 8 6 Permitted Phases 8 6 6 Detector Phases 8 8 6 6 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split(s) 20.0 20.0 20.0 20.0 20.0 Total Split(s) 0.0 0.0 0.0 20.0 20.0 0.0 0.0 0.0 40.0 40.0 40.0 Total Split(%) 0% 0% 0% 33% 33% 0% 0% 0% 67% 67% 67% Maximum Green (s) 16.0 16.0 36.0 36.0 36.0 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 Minimum Gap(s) 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 Time To Reduce(s) 0.0 0.0 0.0 0.0 0.0 Recall Mode None None Coord Coord Coord City Center Building Traffic Impact Analysis C:\Program Files\Trafl'icware\R068700PM03W.sy6 Transportation Planning&Engineering,Inc. Page 1 FREESEAN-ST41 27 1: S. 2nd St. & Bronson Way S. Synchro 4 Report 2003 PM Peak Hour With Project 1/16/2001 Lanes,Volumes, Timings Lane Group EBL EBT EBR WBL WBT WBR NBL NBR SWL2 SWL SWR ' Walk Time (s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0 - Pedestrian Calls (#/hr) 5 5 5 5 5 Lane Grp Cap (vph) 262 268 2154 1970 v/s Ratio Prot 0.09 v/s Ratio Perm 0.03 0.48 0.30 Critical LG? Yes Yes Act Effct Green (s) 10.3 10.3 43.7 43.7 Actuated g/C Ratio 0.17 0.17 0.73 0.73 v/c Ratio 0.19 0.51 0.66 0.41 Uniform Delay, d1 21.3 22.5 4.2 0.0 Platoon Factor 0.75 0.75 1.11 1.00 Incr. Delay, d2 0.4 1.5 1.6 0.6 Webster Delay 16.3 18.4 6.3 0.6 ._ Webster LOS B B A A Queue Length 50th (ft) 16 44 109 0 Queue Length 95th(ft) 36 79 245 15 Link Length (ft) 71 222 112 1320 50th Up Block Time (%) 95th Up Block Time(%) Turn Bay Length (ft) 50th Bay Block Time % 95th Bay Block Time% Queuing Penalty(veh) Area Type: CBD Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 6:SWL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated _ Total Lost Time: 6 Sum of Critical v/s Ratios: 0.57 Intersection v/c Ratio: 0.63 Intersection Webster Signal Delay: 5.3 Intersection LOS: A Splits and Phases: 1: S.2nd St. & Bronson Way S. t`"'' 06 08 City Center Building Traffic Impact Analysis C:\Program Files\Traf$cware\R068700PM03W.sy6 Transportation Planning&Engineering,Inc. Page 2 FREESEAN-ST41 28 9: S. 3rd St. & Main Ave. S. Synchro 4 Report Existing 2000 AM Peak Hour Without Project 1/22/2001 Lanes,Volumes, Timings -4'. "' C 4-- t 4 t \. 4 ./ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow(vphpl) 1900 1900 1900 1900 1000 1000 1000 1900 i1900 1900 1900 1900 Lane Width (ft) 12 11 12 12 8 12 8 12 . 11 11 11 8 Grade(%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 100 0 Storage Lanes 0 0 0 0 0 2 1 0 Total Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 ' 3.0 3.0 3.0 Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 Satd. Flow(prot) 0 2655 0 0 0 0 0 0 2378 1540 2910 0 Flt Perm. 0.950 Satd. Flow(perm) 0 2655 0 0 0 0 0 0 2378 1540 2910 0 Right Turn on Red Yes No No Yes No Satd. Flow(RTOR) 22 - 3 Volume (vph) 0 279 54 0 0 0 0 0 1342 3 952 0 Confl. Peds. (#/hr) 5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.86 0.99 0.99 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) .2% 9% 9% 2% 2% 2% 2% 2% 4% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) 2 2 2 Mid-Block Traffic(%) 0% 0% 0% 0% Adj. Flow(vph) 0 310 60 0 0 0 0 0 1560 3 962 0 Lane Group Flow(vph) 0 370 0 0 0 0 0 0 1560 3 962 0 Turn Type Custom Pm+Pt Protected Phases 4 1 6 Permitted Phases 2 6 Detector Phases 4 2 1 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split(s) . 20.0 20.0 8.0 20.0 Total Split(s) 0.0 21.0 0.0 0.0 0.0 0.0 0.0 0.0 61.0 8.0 69.0 0.0 Total Split(%) 0% 23% 0% 0% 0% 0% 0% 0% _ 68% 9% 77% 0% Maximum Green (s) 17.0 57.0 4.0 65.0 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time(s) 0.5 0.5 0.5 0.5 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 Minimum,Gap (s) 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 Recall Mode. None Coord None Coord Walk Time (s) 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 Pedestrian Calls (#/hr) 5 5 Lane Grp Cap (vph) 502 1659 1157 2186 v/s Ratio Prot 0.13 0.00 0.33 City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700AMOOEX.sy6 Transportation Planning&Engineering,Inc. Page 1 FREESEAN-ST41 29 9: S. 3rd St. & Main Ave. S. Synchro 4 Report Existing 2000 AM Peak Hour Without Project 1/22/2001 Lanes, Volumes, Timings --' NI. Se. 4-- 4\ t r► j 4' Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/s Ratio Perm 0.66 0.00 Critical LG? Yes Yes Yes Act Effct Green (s) 16.4 62.8 67.6 67.6 Actuated g/C Ratio 0.18 0.70 0.75 0.75 v/c Ratio 0.74 0.94 0.00 0.44 Uniform Delay, d1 32.6 11.9 0.0 4.2 Platoon Factor 0.96 0.77 1.00 0.79 ' Incr. Delay, d2 5.6 11.9 0.0 0.6 Webster Delay 36.8 21.1 0.0 3.9 Webster LOS D C A A Queue Length 50th (ft) 96 321 0 57 - Queue Length 95th (ft) 146 #630 m1 70 Link Length (ft) 220 70 488 246 I 50th Up Block Time (%) • 95th Up Block Time(%) - 18% Turn Bay Length (ft) 100 - 50th Bay Block Time % 95th Bay Block Time % Queuing Penalty(veh) Area Type: CBD Cycle Length: 90 Actuated Cycle Length: 90 - Offset: 0(0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Natural Cycle: 90 Control Type:Actuated-Coordinated Total Lost Time: 9 Sum of Critical v/s Ratios: 0.80 Intersection v/c Ratio: 0.89 Intersection Webster Signal Delay: 17.4 Intersection LOS: B # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 9: S. 3rd St. & Main Ave. S. 01 1 02 "w' 04 ;Iv 06 City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700AMOOEX.sy6 Transportation Planning&Engineering, Inc. Page 2 FREESEAN-ST41 30 9: S. 3rd St. & Main Ave. S. Synchro 4 Report Existing 2000 PM Peak Hour Without Project 1/22/2001 Lanes,Volumes, Timings C 4- k• 4\ t i* a 1 ,/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ' Lane Configurations ft' ft' '1 14 Ideal Flow(vphpl) 1900 1900 1900 1900 1000 1000 1000 1900 1900 1900 1900 . 1900 Lane Width (ft) 12 11 12 12 8 12 8 12 11 11 11 8 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 100 0 Storage Lanes 0 0 0 0 0 2 1 0 Total Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 , Turning Speed (mph) 15 9 15 9 15 9 15 9 Satd. Flow(prot) 0 2803 0 0 0 0 0 0 2401 1540 2910 0 ' Flt Perm. 0.950 Satd. Flow(perm) 0 2803 0 0 0 0 0 0 2401 1540 2910 0 Right Turn on Red Yes No No Yes No Satd. Flow(RTOR) 25 - 7 Volume (vph) 0 750 133 0 0 0 0 0 946 8 1075 0 Confl. Peds. (#/hr) 5 Peak Hour Factor 0.90 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.92 0.99 0.99 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles(%) 2% 3% 6% 2% 2% 2% 2% 2% 3% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) 2 2 2 Mid-Block Traffic(%) 0% 0% 0% 0% Adj. Flow(vph) 0 773 137 0 0 0 0 0 1028 8 1086 0 Lane Group Flow(vph) 0 910 0 0 0 0 0 0 1028 8 1086 0 Turn Type Custom Pm+Pt Protected Phases 4 1 6 Permitted Phases 2 6 Detector Phases 4 2 1 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split(s) 20.0 20.0 8.0 20.0 Total Split(s) 0.0 35.0 0.0 0.0 0.0 0.0 0.0 0.0 47.0 8.0 55.0 0.0 Total Split(%) 0% 39% 0% 0% 0% 0% 0% 0% 52% 9% 61% 0% Maximum Green (s) 31.0 43.0 4.0 51.0 Yellow Time(s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 Time Before Reduce(s) 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 Recall Mode None Coord None Coord Walk Time (s) 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 5 5 Lane Grp Cap(vph) 991 1278 905 1704 v/s Ratio Prot 0.32 0.00 0.37 City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700PM00EX.sy6 Transportation Planning&Engineering,Inc. Page 1 FREESEAN-ST41 31 9: S. 3rd St. & Main Ave. S. Synchro 4 Report Existing 2000 PM Peak Hour Without Project 1/22/2001 , Lanes,Volumes, Timings jA -oh Nt S' 4\ t /' \* d Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/s Ratio Perm 0.43 0.01 Critical LG? Yes Yes . Yes Act Effct Green (s) 31.3 47.9 52.7 52.7 Actuated g/C Ratio 0.35 0.53 0.59 0.59 v/c Ratio 0.92 0.80 0.01 0.64 Uniform Delay, dl 27.3 17.2 1.0 12.3 Platoon Factor 0.98 0.81 1.00 1.04 Incr. Delay, d2 12.9 5.5 0.0 1.8 Webster Delay 39.6 19.5 1.0 14.6 - Webster LOS D B A B Queue Length 50th (ft) 248 . 227 0 203 Queue Length 95th (ft) #370 #434 6 269 Link Length (ft) 220 70 488 246 50th Up Block Time (%) 10% 95th Up Block Time(%) 31% 8% Turn Bay Length (ft) 100 50th Bay Block Time % 24% 95th Bay Block Time % 28% Queuing Penalty(veh) 45 Area Type: CBD Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Total Lost Time: 9 Sum of Critical v/s Ratios: 0.76 Intersection v/c Ratio: 0.85 Intersection Webster Signal Delay: 23.7 Intersection LOS: C # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 9: S. 3rd St. &Main Ave. S. 01 e02 -0` 04 06 City Center Building Traffic Impact Analysis P Y C:\Program Files\Trafficware\R068700PMOOEX.sy6 Transportation Planning&Engineering, Inc. Page 2 FREESEAN-ST4I • 32 ' 9: S. 3rd St. & Main Ave. S. Synchro 4 Report 2003 AM Peak Hour Without Project 1/22/2001 ' Lanes,Volumes, Timings - -. Nt ,. 4\ t r* \. 1 d Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow(vphpl) 1900 1900 1900 1900 1000 1000 1000 1900 r1900 1900 1900 1900 Lane Width (ft) 12 11 12 12 8 12 8 12 11 11 11 8 Grade (%) 0% 0% 0% 0% - Storage Length (ft) 0 0 0 0 0 0 100 0 Storage Lanes 0 0 0 0 0 2 1 0 Total Lost Time (s) 3.0 3.0. 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 i Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 - Turning Speed (mph) 15 9 15 9 15 9 15 9 Satd. Flow(prot) 0 2655 0 0 0 0 0 0 2378 1540 2910 0 Flt Perm. 0.950 Satd. Flow(perm) 0 2655 0 0 0 0 0 0 2378 1540 2910 0 Right Turn on Red Yes No No Yes No '- Satd. Flow(RTOR) 22 r 3 Volume(vph) 0 305 59 0 0 0 0 0 1466 3 1040 0 Conti. Peds. (#/hr) 5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.86 0.99 0.99 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles(%) 2% 9% 9% 2% 2% 2% 2% 2% 4% 2% 2% 2% Bus Blockages(#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) 2 2 2 Mid-Block Traffic(%) 0% 0% 0% 0% Adj. Flow(vph) 0 339 66 0 0 0 0 0 1705 3 1051 0 Lane Group Flow(vph) 0 405 0 0 0 0 0 0 1705 3 1051 0 Turn Type Custom Pm+Pt Protected Phases 4 1 6 Permitted Phases 2 6 Detector Phases 4 2 1 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split(s) 20.0 20.0 8.0 20.0 Total Split(s) 0.0 21.0 0.0 0.0 0.0 0.0 0.0 0.0 61.0 8.0 69.0 0.0 Total Split(%) 0% 23% 0% 0% 0% 0% 0% 0% 68% 9% 77% 0% Maximum Green (s) 17.0 57.0 4.0 65.0 Yellow Time(s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 - Lead/Lag Lag Lead Lead-Lag Optimize? Yes . Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 Recall Mode None Coord None Coord Walk Time(s) 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 Pedestrian Calls (#/hr) 5 5 Lane Grp Cap(vph) 516 1646 1149 2170 1 v/s Ratio Prot 0.15 0.00 0.36 City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700AM03WO.sy6 Transportation Planning&Engineering,Inc. Page 1 FREESEAN-ST41 i 33 9: S. 3rd St. & Main Ave. S. Synchro 4 Report 2003 AM Peak Hour Without Project 1/22/2001 Lanes,Volumes, Timings Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/s Ratio Perm 0.72 0.00 Critical LG? Yes Yes Yes Act Effct Green (s) 16.9 62.3 67.1 67.1 Actuated g/C Ratio 0.19 0.69 0.75 0.75 v/c Ratio 0.78 1.04 0.00 0.48 Uniform Delay, d1 32.8 13.8 0.0 4.6 Platoon Factor 0.97 0.82 1.00 0.71 Incr. Delay, d2 7.7 32.0 0.0 0.7 Webster Delay 39.5 43.3 0.0 4.0 Webster LOS D D A A Queue Length 50th (ft) 108 428 0 60 Queue Length 95th (ft) #163 #726 m1 73 _ Link Length (ft) 220 70 488 246 50th Up Block Time (%) 1% 95th Up Block Time(%) r 29% Turn Bay Length (ft) 100 50th Bay Block Time % 95th Bay Block Time % Queuing Penalty(veh) Area Type: CBD Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Total Lost Time: 9 Sum of Critical v/s Ratios: 0.88 Intersection v/c Ratio: 0.97 Intersection Webster Signal Delay: 29.7 Intersection LOS: C # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 9: S. 3rd St. & Main Ave. S. 01 :o 02 -.+ and City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700AM03WO.sy6 Transportation Planning&Engineering, Inc. FREESEAN-ST41 Page 2 34 9: S. 3rd St. & Main Ave. S. Synchro 4 Report 2003 PM Peak Hour Without Project 1/22/2001 Lanes, Volumes, Timings jh --,. i ' 4-- 4 ' t rr \. 1 :" Lane Group EBL EBT EBR WBL WBT WBR, NBL NBT NBR SBL SBT SBR Lane Configurations ft"Ideal Flow(vphpl) 1900 1900 1900 1900 1000 1000 1000 1900 �1900 1900 1900 1900 Lane Width(ft) 12 11 12 12 8 12 8 12 11 11 11 8 Grade(%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 100 0 Storage Lanes 0 0 0 0 0 2 1 0 Total Lost Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 , 9 15 9 Satd. Flow(prot) 0 2803 0 0 0 0 0 0 2401 1540 2910 0 Fit Perm. Satd. Flow(perm) 0 2803 0 0 0 0.950 0 0 0 2401 1540 2910 0 Right Turn on Red Yes No No Yes No Satd. Flow(RTOR) , 25 T 7 Volume (vph) 0 820 145 0 0 0 0 0 1034 9 1175 0 Confl. Peds. (#/hr) 5 Peak Hour Factor 0.90 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.92 0.99 0.99 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles(%) 2% 3% 6% 2% 2% 2% 2% 2% 3% 2% 2% 2% 1 ! Bus Blockages(#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 ' - Parking (#/hr) 2 2 Mid-Block Traffic(%) 0% 2 0% 0% 0% Adj. Flow(vph) 0 845 149 0 0 0 0 0 1124 9 1187 0 1 Lane Group Flow(vph) 0 994 0 0 0 0 0 0 1124 9 1187 .0 Turn Type Custom Pm+Pt Protected Phases 4 1 6 Permitted Phases2 6 Detector Phases 4 2 1 6 Minimum Initial (s) 4.0 • 4.0 4.0 4.0 Minimum Split(s) 20.0 20.0 8.0 20.0 Total Split(s) 0.0 35.0 0.0 0.0 0.0 0.0 0.0 0.0 47.0 8.0 55.0 0.0 Total Split(%) 0% 39% 0% 0% 0% 0% 0% 0% 52% 9% 61% 0% Maximum Green (s) 31.0 43.0 4.0 51.0 Yellow Time(s) 3.5 3.5 3.5 3.5 All-Red Time(s) 0.5 0.5 0.5 0.5 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes ' ' Vehicle Extension (s) 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 3.0 3.0 3.0 0.0 0.0 0.0 Time To Reduce (s) 0_0 0.0 0.0 0.0 Recall Mode None Coord None Coord Walk Time(s) 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 5 5 Lane Grp Cap(vph) 1013 1259 893. 1681 v/s Ratio Prot 0.35 • 0.00 0.41 City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700PM03WO.sy6 Transportation Planning&Engineering,Inc. FREESEAN-ST41 Page 1 35 9: S. 3rd St. & Main Ave. S. Synchro 4 Report 2003 PM Peak Hour Without Project 1/22/2001 ' Lanes,Volumes, Timings '' -* ., ,e- ,- ,, 4\ t P 1. / I Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/s Ratio Perm- •• 0.47.• -0.01 Critical LG? Yes Yes Yes Act Effct Green (s) 32.0 47.2 52.0 52.0 Actuated g/C Ratio 0.36 0.52 0.58 0.58 v/c Ratio 0.98 0.89 0.01 0.71 Uniform Delay, d1 28.0 19.1 1.8 13.5 ' Platoon Factor 1.00 0.79 1.00 1.00 Incr. Delay, d2 23.7 9.9 0.0 2.5 Webster Delay 51.6 25.0 1.8 16.1 Webster LOS D C A B Queue Length 50th (ft) 284 267 1 234 Queue Length 95th (ft) #427 #501 7 312 Link Length (ft) 220 70 488 246 50th Up Block Time (%) 17% 3% 95th Up Block Time (%) 38% 13% Turn Bay Length (ft) 100 50th Bay Block Time % 26% 95th Bay Block Time % . 30% Queuing Penalty(veh) 77 , Area Type: CBD Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated 1 Total Lost Time: 9 Sum of Critical v/s Ratios: 0.84 Intersection v/c Ratio: 0.93 Intersection Webster Signal Delay: 29.7 Intersection LOS: C # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 9: S. 3rd St. & Main Ave. S. \" 01 c° 02 .. 04 I'- 06 City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700PM03WO.sy6 Transportation Planning&Engineering, Inc. Page 2 FREESEAN-ST41 . 36 9: S. 3rd St. & Main Ave. S. Synchro 4 Report 2003 AM Peak Hour With Project 1/22/2001 Lanes,Volumes, Timings 11 -► Tr #- 4\ t P \* 1 ./ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ft. Fr 1 tt Ideal Flow(vphpl) 1900 1900 1900 1900 1000 1000 1000 1900 1900 1900 1900 1900 Lane Width (ft) 12 11 12 12 8 12 8 12 11 11 11 8 ' Grade(%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 . 100 0 Storage Lanes 0 0 0 0 0 2 1 0 Total Lost Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 Satd. Flow(prot) 0 2660 0 0 0 0 0 0 2378 1540 2910 0 Flt Perm. 0.950 Satd. Flow(perm) 0 2660 0 0 0 0 0 0 2378 1540 2910 0 Right Turn on Red Yes No No Yes No Satd. Flow(RTOR) 20 - 13 Volume(vph) 0 333 59 0 0 0 0 0 1512 13 1047 0 Confl. Peds. (#/hr) 5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.86 0.99 0.99 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 9% 9% 2% 2% 2% 2% 2% 4% 2% 2% 2% Bus Blockages(#/hr) 0, 0 0 0 0 0 0 0 0 0, 0 0 Parking (#/hr) 2 2 2 Mid-Block Traffic(%) 0% 0% 0% 0% Adj. Flow(vph) 0 370 66 0 0 0 0 0 1758 13 1058 0 Lane Group Flow(vph) 0 436 0 0 0 0 0 0 1758 13 1058 0 Turn Type Custom Pm+Pt Protected Phases 4 1 6 Permitted Phases 2 6 Detector Phases 4 2 1 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split(s) 20.0 20.0 8.0 20.0 Total Split (s) 0.0 21.0 0.0 0.0 0.0 0.0 0.0 0.0 61.0 8.0 69.0 0.0 Total Split(%) 0% 23% 0% . 0% 0% 0% 0% 0% 68% 9% 77% 0% Maximum Green (s) 17.0 57.0 4.0 65.0 Yellow Time(s) 3.5 3.5 3.5 3.5 All-Red Time(s) 0.5 0.5 0.5 0.5 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 Minimum Gap(s) 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 Recall Mode None Coord None Coord Walk Time (s) 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 • Pedestrian Calls (#/hr) 5 5 Lane Grp Cap(vph) 530 1633 1143 2153 v/s Ratio Prot 0.16 0.00 0.36 City Center Building Traffic Impact Analysis C:\Program Files\Trafcware\R068700AM03W.sy6 Transportation Planning&Engineering,Inc. Page 1 FREESEAN-ST41 37 1 9: S. 3rd St. & Main Ave. S. 2003 AM Peak Hour With Pro'ect Synchro 4 Report Lanes,Volumes, Timings 1/22/2001 Lan- ap EBL EBT. EBR WBL WBT WBR NBL T v/s Ratio-Perm ry NBR SBL SBT SBR Critical LG? Yes 0.74 0.01 Act Effct Green (s) 17.4 Yes Yes Actuated g/C Ratio 0.19 61.8 66.6 66.6 v/c Ratio 0.82 0.69 0.74 0.74 Uniform Delay, d1 33.1 1.08 0.01 0.49 Platoon Factor 0.98 14.1 0.0 4.8 Incr. Delay, d2 10.0 0.85 99.00 0.74 Webster Delay 42.6 46.0 0.0 0.7 Webster LOS D 58.0 0.0 4.3 Queue Length 50th (ft) 119 E A A Queue Length 95th (ft) #192 -496 0 74 Link Length (ft) 220 #760 m1 87 70 488 50th Up Block Time (%) 246 95th Up Block Time (%) 4% Turn Bay Length (ft) 33% 50th Bay Block Time % 100 95th Bay Block Time % Queuing Penalty(veh) Area Type: CBD Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0(0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Natural Cycle: 130 Control Type: Actuated-Coordinated Total Lost Time: 9 Sum of Critical v/s Ratios: 0.91 Intersection v/c Ratio: 1.01 Intersection Webster Signal Delay: 38.3 Intersection LOS: D Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. .n Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 9: S. 3rd St. &Main Ave. S. 01 tt 02 WWI=' ' 06 ity Center Building Traffic Impact Analysis Transportation Planning&Engineering, Inc. C:1Program Files\Trafficware1R068700AN103W.sy6 EESEAN-ST41 Page 2 38 9: S. 3rd St. & Main Ave. S. Synchro 4 Report 2003 PM Peak Hour With Project 1/16/2001 Lanes,Volumes, Timings „a► - c 4-- k% '\ t it. \► 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow(vphpl) 1900 1900 1900 1900 1000 1000 1000 1900 r1900 1900 1900 1900 Lane Width(ft) 12 11 12 12 8 12 8 12 11 11 11 8 Grade(%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 100 0 Storage Lanes 0 0 0 0 0 2 1 0 Total Lost Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Leading Detector(ft) 50 50 50 50 Trailing Detector(ft) 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.88 1.00 0.95 1.00 Frt Protected 0.978 0.850 Fit Protected 0.950 Satd. Flow(prot) 0 2803 0 0 0 0 0 0 2401 1540 2910 0 Frt Perm. 0.977 T 0.850 Fit Perm. 0.950 Satd. Flow(perm) 0 2803 0 0 0 0 0 0 2401 1540 2910 0 Right Turn on Red Yes No No Yes No Satd. Flow(RTOR) 25 46 Headway Factor 1.14 1.28 1.14 1.14 1.37 1.14 1.37 1.14 1.19 1.19 1.28 1.37 Volume(vph) 0 824 145 0 0 0 0 0 1041 97 1237 0 Confl. Peds. (#/hr) 5 Peak Hour Factor 0.90 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.92 0.99 0.99 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 3% 6% 2% 2% 2% 2% 2% 3% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 . 0 0 0 0 0 Parking (#/hr) 2 2 Mid-Block Traffic(%) 0% 0% 0% 0% Adj. Flow(vph) 0 849 149 0 0 0 0 0 1132 98 1249 0 Lane Group Flow(vph) 0 998 0 0 0 0 0 0 1132 98 1249 0 Turn Type Custom Pm+Pt Protected Phases 4 1 6 Permitted Phases 2 6 Detector Phases 4 2 1 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 8.0 20.0 Total Split(s) 0.0 35.0 0.0 0.0 0.0 0.0 0.0 0.0 47.0 8.0 55.0 0.0 Total Split(%) 0% 39% 0% . 0% 0% 0% 0% 0% 52% 9% 61% 0% Maximum Green(s) 31.0 43.0 4.0 51.0 Yellow Time (s) 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 ' Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 ' Minimum Gap(s) 3.0 3.0 3.0 3.0 Time Before Reduce(s) 0.0 0.0 0.0 0.0 Time To Reduce(s) 0.0 0.0 0.0 0.0 Recall Mode None Coord None Coord City Center Building Traffic Impact Analysis C:\Program Files\Trafficware\R068700PM03W.sy6 Transportation Planning&Engineering,Inc. Page 1 FREESEAN-ST41 39 9: S. 3rd St. & Main Ave. S. Synchro 4 Report 2003 PM Peak Hour With Project 1/16/2001 Lanes,Volumes, Timings .i' ...-0. ~ . '1.- 4-- k- t /' \ ' 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time(s) 5.0 5.0 Flash Dont Walk(s) 11.0 11.0 Pedestrian Calls (#/hr) 5 5 Lane Grp Cap(vph) 1013 1195 909 1681 v/s Ratio Prot 0.35 0.01 0.43 - v/s Ratio Perm 0.47 0.06 Critical LG? Yes Yes Yes Act Effct Green(s) 32.0 44.8 52.0 52.0 Actuated g/C Ratio 0.36 0.50 0.58 0.58 v/c Ratio 0.99 0.95 0.11 0.74 ' Uniform Delay, d1 28.0 21.5 4.4 14.0 Platoon Factor 1.00 1.04 0.83 0.79 Incr. Delay, d2 24.5 16.1 0.0 2.7 Webster Delay 52.5 38.3 3.7 13.8 Webster LOS D - D A B Queue Length 50th (ft) 286 338 0 143 Queue Length 95th (ft) #430 #507 m0 170 Link Length (ft) 220 70 488 246 50th Up Block Time (%) 17% 3% 95th Up Block Time(%) 39% 1% Turn Bay Length (ft) 100 50th Bay Block Time % 27% 95th Bay Block Time% 31% Queuing Penalty(veh) 28 Area Type: CBD Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0(0%), Referenced to phase 2:NBR and 6:SBTL, Start of Green Natural Cycle: 90 Control Type:Actuated-Coordinated Total Lost Time: 9 Sum of Critical v/s Ratios: 0.86 Intersection v/c Ratio: 0.96 Intersection Webster Signal Delay: 32.6 Intersection LOS: C # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal: Splits and Phases: 9: S. 3rd St. & Main Ave. S. 01 e 02 -1' 04 't* 06 City Center Building Traffic Impact Analysis C:\Program Files\Trafhcware\R068700PM03W.sy6 F Transportation Planning&Engineering,Inc. Page 2 FREESEAN-ST41 40 HCS: Unsignalized Intersections Release 3 . 2 TWO-WAY STOP CONTROL SUMMARY Intersection : S. 2nd St ./West Alley Analyst : DHE Project No. : R068700 �410 3 API Pic kik W/ Pltaic- Date: 1/22/01 East/West Street : S. 2nd St . North/South Street : Alley Intersection Orientation: EW Study period (hrs) : 1 . 00 Vehicle Volumes and Adjustments Major Street : Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R Volume 20 916 0 Hourly Flow Rate, HFR 20 916 0 Percent Heavy Vehicles -- -- 0 -- -- Median Type Undivided RT Channelized? No Lanes 1 2 1 Configuration L T R Upstream Signal? No Yes Minor Street : Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 20 Hourly Flow Rate, HFR 20 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Median Storage 1 Flared Approach: Exists? Storage RT Channelized? Lanes 1 Configuration L Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 17 8 9 I 10 11 12 Lane Config L I L v (vph) 20 20 C(m) (vph) 1636 225 v/c 0 . 01 0 , 09 95% queue length 0 . 00 0 . 23 Control Delay 7 . 2 22 . 6 LOS A C Approach Delay 22 . 6 Approach LOS C HCS: Unsignalized Intersections Release 3 . 2 41 1 HCS: Unsignalized Intersections Release 3 . 2 TWO-WAY STOP CONTROL SUMMARY Intersection: S. 2nd St ./West Alley Analyst : DHE Project No. : R068700 21o3 QM plc Mn W/ PRpjgGI. Date: 1/22/01 East/West Street : S. 2nd St . North/South Street : Alley Intersection Orientation: EW Study period (hrs) : 1 . 00 Vehicle Volumes and Adjustments Major Street : Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R 1 L T R Volume 10 910 0 Hourly Flow Rate, HFR 10 910 0 Percent Heavy Vehicles -- -- 10 -- -- Median Type Undivided ' RT Channelized? No Lanes 1 2 1 Configuration L T R Upstream Signal? No Yes Minor Street : Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R 1 L T R Volume 52 Hourly Flow Rate, HFR 52 Percent Heavy Vehicles 10 Percent Grade (%) 0 0 Median Storage 1 Flared Approach: Exists? Storage RT Channelized? Lanes 1 Configuration L Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config L 1 L v (vph) 10 52 C(m) (vph) 1572 231 v/c 0 . 01 0 . 23 95% queue length 0 , 00 0 . 96 Control Delay 7 . 3 25 . 1 LOS A D Approach Delay 25 . 1 Approach LOS D HCS: Unsignalized Intersections Release 3 . 2 42 HCS: Unsignalized Intersections Release 3 . 2 TWO-WAY STOP CONTROL SUMMARY Intersection: Main Ave. S./Garage Access (E) Analyst : DHE Project No. : R068700 7?oo3 AM PK IR W/PRo,IFcx- Date: 1/22/01 CI71/ G6 2 East/West Street : Parking Garage Access DG. North/South Street : Main Ave. S. Intersection Orientation: NS Study period (hrs) : 1 . 00 Vehicle Volumes and Adjustments Major Street : Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R 1 L T R Volume 988 161 Hourly Flow Rate, HFR 988 161 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized? Lanes 2 0 Configuration T TR Upstream Signal? No - Yes Minor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R 1 L T R Volume 17 Hourly Flow Rate, HER 17 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Median Storage 1 Flared Approach : Exists? Storage RT Channelized? Lanes 1 Configuration L Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config 1 L 1 - v (vph) 17 C(m) (vph) 207 v/c 0 . 08 95% queue length 0 . 19 Control Delay 23 . 9 LOS C Approach Delay 23 . 9 Approach LOS C HCS: Unsignalized Intersections Release 3 . 2 43 HCS: Unsignalized Intersections Release 3 . 2 TWO-WAY STOP CONTROL SUMMARY Intersection: Main Ave . S ,/Garage Access (E) Analyst : DHE Project No. : R068700 3_0„ PM pK lift, ARa4,c� Date: 1/22/01 East/West Street : Parking Garage Access North/South Street : Main Ave. S. ' Intersection Orientation: NS Study period (hrs) : 1 . 00 Vehicle Volumes and Adjustments Major Street : Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 1393 23 Hourly Flow Rate, HFR 1393 23 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized? Lanes 2 0 Configuration T TR Upstream Signal? No Yes Minor Street : Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R L T R Volume 150 Hourly Flow Rate, HFR 150 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Median Storage 1 Flared Approach : Exists? Storage RT Channelized? Lanes 1 Configuration L Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config 1 L v (vph) 150 C(m) (vph) 12 v/c 12 . 50 95% queue length 69 . 25 - Control Delay LOS Approach Delay Approach LOS HCS: Unsignalized Intersections Release 3 . 2 44 LEVEL I DOWNSTREAM ANALYSIS Proposed City Center Parking Garage and Office Complex Renton, Washington f Prepared for: Stonefield Development November 30, 2000 Our Job No. 7915 100/00 1).0 SA04, - ofWAS*4, &If r /3" 1r41 b24661 .9& eioNALeN- I EXPIRES 6-11-09- 1 aft4A te,, ir 10f 'N'4‘' -- Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South, Kent, WA 98032 . (425) 251-6222 . (425) 251-8782 fax n www.barghausen.com 4)11(0 eriGn41-12. TABLE OF CONTENTS 1.0 PROJECT OVERVIEW 2.0 UPSTREAM DRAINAGE ANALYSIS 3.0 DOWNSTREAM DRAINAGE ANALYSIS 4.0 CONCLUSION EXHIBITS EXHIBIT A VICINITY MAP EXHIBIT B DOWNSTREAM DRAINAGE MAP EXHIBIT C FEMA MAP EXHIBIT D ASSESSOR'S MAP EXHIBIT E EXISTING CONDITIONS MAP EXHIBIT F SENSITIVE AREAS FOLIOS EXHIBIT G PROPOSED CONDITIONS MAP 1.0 PROJECT OVERVIEW The proposed City Center building development project is located on both sides of Main Avenue South, south of South 2nd Street, located within the downtown core area of the City of Renton. The proposal for this development is to construct a six-story parking garage on the east side of Main Avenue South and the associated six-story office complex on the west side of Main Avenue South, with parking included with the office complex as well. The attached vicinity map, Exhibit "A," depicts the approximate location of the project site. The existing topography of the site is relatively flat, and the proposed development on the east side of Main Avenue South is currently a parking area with catch basin,pipe conveyance,collection system,and water quality prior to discharge into Main Avenue South. There is approximately 2,350 square feet of existing landscape area within the parking area on the east side of Main Avenue South. The existing topography of the office building portion of the development on the west side of Main Avenue South is fairly flat as well, which consists of the south half of the site as a gravel surfaced area which is used as a parking area. The north half is an abandoned gas station which is used as a secondhand retail center. There is no vegetation on the portion of the development located on the west side of Main Avenue South. 7915.001 [JPJ/ath/rh] 2.0 UPSTREAM DRAINAGE ANALYSIS Based on a site visit performed on November 29, 2000, during which rain was falling at a fairly heavy rate, it was determined that there is no upstream basin contributing runoff to the project site. The surrounding developments on the west side of Main Avenue South prevent runoff from ever entering the development site on the west side of Main Avenue South. The parking lot on the east side of Main Avenue South is also surrounded by developments with their own runoff collection systems. 7915.001 [JPJ/ath/rh] 3.0 DOWNSTREAM DRAINAGE ANALYSIS Runoff from the proposed projects on both sides of Main Avenue South are conveyed through a pipe collection system into the right-of-way of Main Avenue South where they intercept into a 12-inch diameter storm drain. This storm drain conveys flows northerly to a manhole located in 2nd Avenue South, where it makes a 90 degree bend and heads east in a 12-inch diameter pipe for approximately 270 feet,where it enters another manhole and is conveyed in an easterly direction as well. Travels down South 2nd Street, for approximately 50 feet,where it enters into another manhole,which conveys through a 12-inch diameter pipe for 100 feet to a manhole in the right-of-way of South 2nd Street, which brings it to an approximate 75 degree bend in a northeasterly direction, where runoff is conveyed and discharges to the Cedar River after flowing through the pipe for approximately 250 feet. During our site visit, we did not observe any evidence of existing flooding and/or erosion problem throughout the course of the downstream conveyance systems. 7915.001 [JPJ/ath/rh] 4.0 CONCLUSION The subject site is zoned Center Downtown(CD). Office uses are allowed as primary permitted uses in the CD zone. The existing ground of the subject site is all impervious for the most part, and due to the small increase to existing impervious area detention system is not proposed for this project. Since the amount of impervious surface has not changed,we do not anticipate any significant adverse impacts to the downstream drainage course from this site 7915.001 [JPJ/ath/rh] EXHIBIT A VICINITY MAP CJND � 1 7 Il �I cif. �( ��0�4���®i ce ` GL H f :°.` . - • m- era :>'• N m _ "r esx = H( ' /a...1� ,��.�IILMI haBr �� ����®rar,l r' SE�124TH ST 9H+ ST Z 8.r[ae ervr" tr.,1f l vlxDs, v s NE 6TH s Y (<' wl a< '} 1�Ny 5t m e, run jrarrillun //-I J ':S°t PL x - � �� g 1^,/, OLYHPU < !: <5TIS• r.. - Iznrx .! S'i�april = �H t . //�h e� NE wr - �1 3 S qrAV NE W $ NESTH ST iII 'ni 9p 8' L = c. t J�vJI \rt�\ wf�` ,+s sr orw /! * 4' ' rrua:m CPI! 1 e . yREN r yf "g X ' SEI+1 STTN?,,.:�.0 128TH �. 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No• ! .. ;V•1 / t 11.1 • ..1 . . /-1,: L i 1 i•tr, , .,1 , , ' ' ..-. ...;:•/ EXHIBIT C FEMA MAP To determine if flood insurance is available,contact an insurance agent or call the National Flood Insurance Program at(B00)638-6620. 411Air APPROXIMATE SCALE IN FEET 500 0 500 I NATIONAL FLOOD INSURANCE PROGRAM RM281 FIRM FLOOD INSURANCE RATE MAP ' KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 977 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: ' COMMUNITY NUMBER PANEL SUFFIX KING COUNTY, UNINCORPORATED AREAS 530071 0977 F RENTON,CITY OF 530088 0977 F MAP NUMBER 53033C0977 F �Y MaY MAP REVISED: 47°28'07" /G:�0;, MAY 16, 1995 122°II'15"' = �.1" \' 0 Federal Emergency Management Agency J .._.. :- .. `y. .I .. ...„.,__, STREET^ '"``J�" ",'_ `�,.;'n�t.�'+,r m • '4• --,, N , 3RD '%r_:.'.. Q z w �‘14,14 °� > w N BROOKS ` tip Np Q a STREET y� **At,'" � �° �,. © 9T'S' 2ND �J2 REST O RM2784 ,�,a\' o \��� NORTH 2ND STREET 2 WAY dy, iS,T NORTH 2ND STREET I , cc 2 STREE *; 00 O aoe 0Vitr Ps LL4 •0 � ST9cc �Pa NORTH , � ° Q STREET S TOBIN ST W*r • • © �� ZONE AE ec` 42CP M 4040 Qs Qs al O ' \O y� '�� •i; RM279 0 Cc % iFE 0 0� 50 O Q 2ND STREET J Qe Pk OP o lir o © i ` .4,5,; '� ZONE X U) 0 � ONE X © # .f .f�J 3 0 w w ``.( O ,+ ���ais�` Y Lu _ STREET �� SOUTH 3RD © Weilltiir40.''' .7454 $;01 j 3•0 • ^ STREET. '- ' z Z ZONE A r 51/4 w 7 ¢ Q Q JS� z W = \O 09 IL > F c C, a Q rn w SOUTH 4TH /Ill STREET SOUTH 4TH O x STREET 90 g N O F Z La voi 2 o I 0 ¢ w H 0 • ,0 SOUTH N STREET w 7 • Z w w 7 > Z Q w w w 7 > Q Z al a Q sp ti So,, TH 6TH STREET J H 6TH SOUTH 6TH AillILC4 STREET ZSTREET x ~ O ocn o� Z F Q c y w U cn Ji 9� SOUTH 7TH STREET 1._J STREET 7 7 0 r lirirr - 0 FON x �' `n ZONE X n / O w cn w 7 7 w w a EXHIBIT D ASSESSOR'S MAP KI NG COUNTY THIS MAP IS FOR THE PURPOSE OF DEPT. OF ASSESS M E N TS ASSI I L PROPERTYSTING ANDN ISOCATING NOT GUARANTEED TO SHOW ACCURATE MEASUREMENTS. � I NW 7 — 23 ,UBy-07 30 4v I ' S. 2ND Si. ,i,,,,fr i 1 14,.6 L..._____.._..._.____________________.4..N. If e' (Zr/P A✓6) Imo 0 hQ lon 1 iizo /Zz b' v IZO 0 1325.07gie- �' N 89-45- 17 W '1 / 2•0 14') h .I 2• ,h 1 ►.S 19 0 CoO o rzo Izo j". N 1; 00 0� - f� h I 13 o n 19 : 2 11/, itl, . 11, 190 19 ' . 2 ��'f'y�4, '1 �4 /� �' ns �\ C , .' 19 , 2 1 ,,�50 •• 18 , N ma ma /r2 ', if. I k' \ 3 5 Q 18 J , tr,g 5� 3h 18 - f;1�4h e 4 �. cn• 19 3 NIII Or �. e- .. r ° fl oo vi "s I� 8 17 17 4 5.., 845 I? 3 - 4 h40 .4� ��� ,, lig ? i9 �• ifs `��0 ' rLo ttn +ri 4 1 / 16 4 IQ 16 = Q : 5 \ ', 11?-°° 16 - 1.�i . 5�itik�' ►, .! % yo0.0 6 1' -0 I• �b WI lb t - u5 ' f9 I15\ 1��� ��` °15 y ' _ W �� � 5 6 �-a• 1926 15 , 6 h���6o� ��'��ti�15 • � ? • yJ°° ( or,,,z0 .4...9".6.:',Ni.....,;2„-;940-: :°:--'11',1 m •:4 I� rf5 . • 41 " h \ I.9i Q 14 ,�N 14 •• Q 7p izo 'f9 -- .A iv 6Izo m a13�� m �•�o. J ti� 14 J o 7 r► 165; ' h 5' iti2°I 4 ° �� 7 tfl°p mN 13 o .�z • " Lc •,.�io • kb fl � kil3 ��zl o 1Z, i9'0 13 , 3 N 8 i�5� ° ►5 13 a 8 the it 12 ° N i.3.2 . \ 7 — t I2 , �4¢9� � cpt 6000d `• s. 6o 6O f ; Izo - I�y�0 ' �� - 12 ;49 09 '•' • 60 �� • A., 1, • 19012 si, i 1151 w-,i �,ctp 12 = 9 Pis �Z • fill 11 ,•• og11o� —n -� -0 11 >n ��h IU /sus I880 (o o v lb 1" I z •b a� u�• \ 4 n� Izo ° a ;90o I I h h I i85 190 �ZoO o •� Ig 1� Igo 3z izo $'(„n q I I 11 y1 I. 10 Q sh°o : '�' 9 . \, �[ �� N (00 G ID 14l L /`I N S. 3RD ST. 4, ! hb. . . 4 C. M wer-07-gos' (3eD Ave) in r. -'*2 �C°� �`e4 4i• 2h�,��() 3789/,3j8 (�V Ito y� 17 �° 0 1 Izo�0 Izo o - 0 I Z 0 o Izo `v4e- e,:� n d/.70-. \�. � 1g �1,c IA �,J c t1 11 h N h 1 I�,314� dx,p 4 2a,sre'" c . I'oo 30,3(001° o �'in,:11 0 Ye . O 1/0,0001:1 1 I4 t9 �ti 3I. ? 0019h , 4 , C` I .1ZS1a 20 • �I6 o o a t. r `� S �► , ' / . 3 o text 3 ti• 2 QQ �� Zo I : $-�-- �35' tfs ° ,iv /4°)\. oj. . . . . 3. of x0 °'y3 $ i2 . 9 IP �' Z� o el I h2 15 _ • �� O c o �h % p o Z 3 Izo 9 b. g 3,yh• �6 Ah. 34��53 Lo 6 2 � dr.- 4 -.�21 • �� 0 —� of i .�• r�1 I3�fl e,N 2M;1° fkm3.1k �� 3 1 14 . : 4 dd° v� 8 > 4�2°� �� i34�13 �� r • Dc 8. • - "� ' �I7.l9 5. 12�°aill �� ems• .is h 3 G"I�'1 �56 • 9E ;....•��°� � 1x '`43t 4:26,13 ° 'I° o 3� 3 `'• �s9�a s� 4 d1 :` �tN oI % tihI7�. :a'1°6Ad)N �-5 Iz \' III 73y. O C� I • : >n12 ti • • •,� 4.. . .� . . . ,. —, a I �, V°1 Izo • _� i335 i(�,,h ` � . N 3Z 1 I n its �,w '' . . �5` 4 �i op 00 �`/3�g?� • 3 h • �33o II = �� 5 V9, 14 .N • _ . . . . . •• C\c kil Iz—°��t I I h to m 1lvZ1j 7 /8,vo0 72.a �.V; Z : :• �5 A ti /Zo 1 Izo _ ... �•.. _ ,: 17 �1 3 ��� 66?? I 0 _ a '> % •\�•� w •1\ sz - _N__--.. �or EXHIBIT E EXISTING CONDITIONS MAP = • Er' 7 'A ``�^S G.. r 1 gei.Oa i I I I �W :D:44:1.0 .t1 SRC a Z 1 (7$�I E J 1 .. -G-G-G--T G-c-c c- 2• -� a GWLWSSMHY J I c-c-o-c-c-c- W3� • 1 �1��( �F s � SOUTH 2ND STREET �W IGZ �,P„ 2 ID`" `.N RIM-44,1 -G-G-G-G-G-6-G-0 G-O-G- s }�I,pCiF B• �W IE(S)-37.3 Y, '` '�� 9 ^,n,.r ��� q+, S S 5-5-5-5-5- (PUBL)C RIGHT OF WAYt �W . RETE PIPE) T• • • �� ! C ty`^ 'C aQ{{ J ( ¢ S-S-S S- S--S-STJg�W 5-5- a3IE(E&Wj=36. JC CENTER CH1NN9.)7j4 d•a.T s" # L x k .. ,5 , � J `Wi S-S S- S--S-- FOUND 4•SQUARE CONCRETE .Y, '"'P,p 3 y L .Y,i t�1�S2+� F 1#.. .., f tty�. SSMH Jw- - q --- .MONUMENT WITH 1-1/2'BRASSv Y ,, k -ogil . -t f R '{ J liar AiS` RIM=42.1 �VI DISK&PUNCH MARK STAMPED r• h• ` S ,�7�Q]d7e_�Lsy111,174e p: i'y.,,..L,,' i 1 {1�^ IE=35.0(CENTER CHANNEL) P_-W� P P--P P P--p- _p--p_-p a P•''-�I I WN 0.4'?N6MONUMEM13 9 CASE 0 Sa;•6, g�{ .ilw'�ST"r'Y": k' ,,o1:f 1 ���` �41,.;6/g�• M W U CONCRETE&GUTTER CURB 0 a 1 I E(�40.7 F.��St,B 0' tkEtEtr an :s.,. ?rr� 84...`�cY- Fdr$ J//-: f• 1" N , r TyyF(•` '�' ° !Y l § �+it i" A` ,,, n ACCESS (12"CONCRETE PIPE) O .LEGEND (:� A.• T�� r. @iy a -1. At Fi 1T i3J`'i .,, ACCESS a IE S= KI I �tY• +� 2 /�I I"' 1 "J ft ��� L --!- - ma • H -� ()41.0 -P P- UNDERGROUND POWER LANE `�i 5 ° €iV..E'..410`. E4"' (P I, f,�.a¢-T ;b.1�A ', -i-,�T''. .'r" Y 89'08�3i"E.T-•-_•-T "'r.' 10.07''.T-„-TAT �,� (le CONCRETECONCREW PIPE)W,._- o • • +' I, L 1TL�T7j� 1,. M of -P-P • i�I PI--F-P 7 P T P QE,p .T-V-R.-.Y-• p P I P-P�-P -T T- UNDERGROUND LINE ,,ftb 4, 4 1 .Y �1'42..'TJ� #�H j4VIC •f1'ti'F 351 W*, J:IR1A fY#, vv -t4 1.1 ? t. H # G-O_ CAS UNE 4L Aqj Z j>Rtipl SI V c . ❑B 1 A °'�,"'.S ,y A ti xL 3s �� ,;!(ti-r r l o F� •l t_ CB 11" r5'1 �k A - ,: L I J�I hr 1• • �Arr I'1,. .- ry.^ �j� .� • J ;Y"\ wt a I! i• �� ;� RIMe43.6 -W-W- WATER LINE y by I, c z' 1b X..i` I' NM y [ J nos �_dbE 30' 30' -S S- SANRAIt1 SEWER UNE a •1* ' 33$�Y tEE„.-„,-- .,• l 1� 3-1. +. •,'1I(n3 rnN 1 (6-PVC PIPE) to 'h & G7i+. mi<cT ; � � d� r•Ifx •" ` �g` 4P"`�- II „I�'`I I Q ,;(CryUpR BETE I a.•u. -p-p- STORM DRAIN UNE.�:..,.. 6... ... .....,n ...4+:.. D... ,,._.+.. _+R_ .•:: I� I�owl` I �A� J ;• T❑ 7ELECOMMUMGTIONS VAULT NICANOPY'--� TBMB I I TaVICINITY MAP NOT TO SCATF / n °. I I i ❑Y UNKNOWN VAULT CHISELED SQUARE AT , . 1 CONCRETE SURFACING • 1F 20 IMEITSECRON OF BACK 3 I I ® WATER MANHOLE OF CONCRETE WALKS tl AREA LICNT i I ® WATER METER EL=44.22 I o C4. POWER METER se WATER VALVE - I.'-.' Al I I POWER MANHOLE I] WATER VAULT ^ ' I- -SSS' dO I I 3 ❑P POWER VAULT O GAS METER LEGAL OESIIRIPTIONS P A // L m 0 GAS VALVE • ' LOTS 16,Ti,18,19 AND 20,BLOCK 13,PLAT OF TOWN OF RENTON.AS LAID OUT BY E M.SMOTHERS,I. w I _ W W •. I STREET UCHT ❑ CATCH BASIN II B.MORRIS AND C.B.SHATTUCK,AS PER PLAT RECORDED IN VOLUME 1 OF PLATS.PAGE 135,RECORDS OF I a4Q• I I�I I I nl SIGNAL VAULT 0 STORM DRAM MANHOLE I I KING COUNTY; Z w 1=•1 o v rP V• t'II I. 1 • rn c 3: W TELECOMMUNICATION N. SIGN 11 a EXCEPT THE WEST 5 FEET OF LOTS 16 AND 17 AS DEEDED TO CRY OF RENTON BY OUR CLAW DEEDS BASIS OF BEARINGS: 2• O Q O 8 Q L- a I I TRACTION BOX 0 SANITARY SEWER MANHOLE <�I PRESUMABLY 10' M1;`.1 RECORDED UNDER KING COUNTY RECORDING N05.7905070628 AND 7905070629; ��� m KING COUNTY RECORD OF SURVEY VOL 45, TU=�Z CNJOW�- Itl Y-[ 4 ��POLETIWRHGLIGHT EDGE OF ASPHALT I WIDE ASSESSORS MAP SITUATE IN THE CRY OF RENTON,COUNTY OF KING,STATE OF WASHINGTON. o:�aEl O A I l-L I I 3 III PER ASSESSORS MAP PG.125 I - STORY CONCRETE III s y F ' 19 3 o I 0 UGHT VAULT • BOLLARD °I AND CITY OF RENTON VERTICAL STRUCTURE N n CgI a O I!i lM POLE CENTER UNE I o 204 WELLS AVENUE SOUTH o -J7lI THE SOUTH 25 FEET OF LOT 3 AND ALL OF LOTS 4,5 AND 6 IN BLOCK 10 OF TOWN OF RENTON.AS PER DATUM(NAND 88) I t•I w/ EN II A? O I I II I �,. ¢ )r( IlIILITY POLE WTM LIGNT OOA OAK TREE III I LI "' OY)=42,9(4"CONCRETE PIPE) D ,O, �l a PLAT RECORDED IN VOLUME 1 OF PLATS,PAGE 135,RECORDS OF KING COUNTY: - _ y, c •C COMPACT PARKING STALL a i O OE DECIDUOUS TREE EXCEPT THE EAST 5 FEET THEREOF CONDEMNED FOR ALLEY PURPOSES IN IONS COUNTY SUPERIOR COURT 20 10 0 20 40 -- I / / • I I I I 0•I ❑ TELEPHONE BOOTH ///� CAUSE NO.87129.AS PROVIDED BY ORDINANCE N0.272 OF THE TOWN OF RENTON; -- 11>' -- }-- 'IIt 3 !� CANOPY SVPPORT TOLE ❑ SITUATE IN THE CITY OF RENTON,COUNTY OF KING.STATE OF WASHINGTON. GRAPHICAL SCALE: 1" = 20' •MI ummommomI r7 • a,!I I O A %2'WIDE EASENEM TO WASMNCTON 1 -STORY CONCRETE STRUCTURE ' t.. NATURAL GAS COMPANT FOR GAs PIPE 1005 S 2ND STREET U A' LINES)PER RECORDING N0.5956969- a SURVEY NOTES 1u I 3 M' ¢ .�+ A 0 BUILDING CORNER BUILDING CORNER I FOUND REBAR& FULL RELIANCE HAS BEEN PLACED IN TRANSNATION TITLE INSURANCE COMPANY REPORT UNDER ORDER NO. n I / IS 0.5'NORTH OF O 0 1$ • I a.•I I IS 0,6'NORTH OF PLASTIC CAP STAMPED 869186.DATED DECEMBER 30.1999 THROUGH TUPPLOAEIITAL ND.2 DATED MARCH 15.2000 AND �j -C 3 I , PPR�OPEERTY UNEp ,r p PROPERTY LINE a 11702'QY NORTH TRANSLEGAL ESC TITLE INSURANCE COMPANY REPORT UNDER ORDER NO.869147 DATED DRECORD H 29.BEEN FOR JC, m3 I Im I I Tay 3 • ///J/.��/J�_--/�/�///�jT �//////// �� O I PERTY TNER LEGAL DESCRIPTIONS AND REVELATION OF EASEMENTS.NO NRTHER SEARCH OF THE RECORD NAS BEEN T+1 �lY_ LT _ MADE. PRESUMABLY PUBLIC ALLEY •' ,I to?-'. c Ta. I THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF TO PUGET SOUND OF VARYING WIDTHS FROM - a p) A IwIT-� ePOWER&LIGHT COMPANY,A WASHINGTON CORPORATION FOR UNDERGROUND ELECTRIC TRANSMISSION AND/OR AASSESSORSDID 3 m • "DISTRIBUTION SYSTEM,RECORDED UNDER RECORDING NO.6624427.(PLOTTED-DOES NOT AFFECT • 2'TALL ANTI 12'WIDE I 0 I • �• 6'OA 'PROPERTY) WOOD AND CONCRETE 3: (/2 ''° �' THIS PROPERTY IS SUBJECT TO Al AGREEMENT AND THE TERMS AND CONDITIONS THEREOF FOR TEMPORARY _ GUARDRAIL L • I I• 3 ' .7' "' ' , •\ III • SEWER SERVICE RECORDED UNDER KING COUNTY RECORDING NO.9508210653.(NOT PLOTTED-BLANKET UNDERGROUND POWER •• I•• -X X - X 6 ° / '•° : •':••./ • - I■ _ CONDITION) EASEMENT TO PUGET 'N 1 B9•OB .I I A 6 oW o 'TN _ -� ' .ram::/ < I I• SOUND POWER&UGHT • y).'• J�6f A • Ci.. ?•-• - • p, I THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF IN FAVOR OF LOT COMPANY,RECORDING .� _11--��o gg •-'. �- 1 - STORY r 7.BLOCK 3,TOWN OF RENTON.FOR THE INSTALLATION OF FOUNDATIONS FOR THE SUPPORT AND PROTECTION • • NUMBER 6624427 I O „ • I b I�-1 G? RIM-44.4�, I CONCRETE OF BUILDING ON SAD LOT 7 PER DOCUMENT UNDER RECORDING NUMBER 3856702.(AS PLOTTED) •L• 1�Y� -� to •• •• •''. '.-•,.,', ••. 3 Io W y .r� ..• ".IE(5)s:16,(B:.PYc$IPE.'<_ II STRUCTURE V�I 1 •', _ I .•••..;2 o9 P _ .n•.. •. .�:'•..d +. I1 215 MILL THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF IN FAVOR OF 1 WASHINGTON NATURAL GAS COMPANY FOR A CAS PIPELINE OR PIPELINES PER DOCUMENT UNDER RECORDING 1 J I I j I I �. •_ IAVENUE SOUTH NUMBER 5956969.(PLOTTED) 1°';'ill 5'DEEDED TO THE CRY I 7 A Q'E' A , •.• ,` _ .' . (ramp < vOF RENTON BY OUR I cTHE MONUMENTS SHOWN HEREON WERE VETTED IN THE FIELD DURING THE COURSE OF TINS SURVEY. 1 -STORY CONCRETE CLAIM DEED RECORDED I I •.I"I . O i°A,,.II°.i ._�\T ?'.�. \OOANGULAR AND LINEAR MEASUREMENTS WERE MADE WTM A TOPCON CATS 211D TOTAL STATION CALIBRATED AT STRUCTURE UNDER RECORDING I I vI •. B'CA � ? . t • • -' IAN NG5 BASELINE WTTMN THE LAST YEAR, .NUMBER 7905_.... 1 3: .m cy ` 4.•212 WELLS AVENUE SOUTH cRAVR. Q1 „ In BENCHMARK USED FOR THE VERTICAL NUMENT I IS DESCRIBED INT CITY OFIO ROF S. BENCHMARK NUMBER AREA N PARKING o!� 3 o `� _ �t.. �• \ .�`••`t. ?.657.NAIL IN LEAD IN A CONCRETE MONUMENT M CASE AT THE INTERSECTION OF S.2ND STREET AND MILL / BROKEN AREA I DUII ..u) --=-•{= - tea.:--. _ ,. . ' ..AVENUE SOUTH,WITH AN ELEVATION OF 44 82',CITY QF RENTON VERTICAL DATUM(t4AND NB). , ' ASPHALT I • I I w I A^ ..•• •��. ,'4a - .-- 1�5__ • III // /// THE PROPERTY DEPICTED AND DESCRIBED HEREON ENCLOSES AN AREA OF APPROXIMATELY: is II I I �.+ A © \/fir - •`?` 7\ `.,• '., O1 WEST PORTION OF SITE-29528 SQUARE FEET OR APPROXIMATELY 0.6779 ACRE BL , ill. lit -- N-'I U •• \ C'.`,:••`�?�'RI =44,0 -A. • L - EAST PORTION OF SITE-20151 SQUARE FEET OR APPROXIMATELY 0.4626 ACRE - A Z I O ? '4E(Lbv42:7;(B',PHC\PIPE)4?.�, •• 14.OA TOTAL-49679 SQUARE FEET OR 1,1405 ACRES II A I O ?? 14.• '� .. 5'DEEDED TO THE CRY I I I T V 3 w 12'OA «: - `� i E i THIS PROPERTY HAS LEGAL ACCESS TO SOUTH 2ND STREET AND MAN AVENUE SHOWN HEREON AS PUBLIC 1 OF RENTON BY OUR Di H c N : `�.*'. ,. i RIGHTS-OF-WAY.PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS,OR LACK THEREOF,AS SHOWN ON I CLAIM DEED RECORDED C Ia I P~ <• i THE SURVEY, T� UNDER RECORDING v 3 1u� !p. . •. CB".� .. .• ° .•. ::.'- . { 1..-� A I NUMBER 7905070629 ¢ I I m 3j ° 1� 41.8�72'.F•NC F a'` ZONING: CD(CENTER DOWNTOWN),PER CRY OF RENTON PLANNING DEPARTMENT. Cl I I Lr a I GSA (• ). / • } 4q zc rn o urc k c i.• ,:.IE(N)=414.&1,7c PIPE ••E3.L0. I� O THERE ARE ND MINIMUM BUILDING SETBACKS PER THE CITY OF RENTON PLANNING DEPARTMENT.BUILDING I • • $- 4'. )• - 8 BLAMING BUILDING CORNO . ..'Z'' '-',,:.�' • SETBACKS FOR THIS ZONE ARE A FUNCTION OF CONSTRUCTION TYPE,BUILDING SIZE&HDGHf.ADJACENT I IS D.3'NORM 0 IS 0.3'NORTH OF •�' Im I I rJ •; -o .-'°•• 5'WIDE CONDEMNED BUILDING LOCATIONS OR A MODULATION THEREOF.REFER TO THE CITY OF RENTON ZONING CODES FOR MORE PROPERLY PROPERTY UNEFOR ALLEY PURPOSES IN DETAILED REQUIREMENTS AND CONDITIONS FOR BUILDING SETBACKS, I I' LANE •IO rn EOI B'OA 4,•. . RIM=40.6a ° ,• ••. /• • •I KISS COUNTY COURT ...4, BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES O \ a';I ,Io 3 0 PUSTIoP.PE).,+;,1' "CAUSE N0.87129.AS .�r� FROM THE PROPERTY LINE AT POSMDNS INDICATED. I LW I 0 ,� 2,4-g"'PVC FADE %". ~ 1 NO.272 OF PROVIDED BY ORDINANCE ���'flflflflflfl /////////////�//,, r' II I \• ° /�. t.p2a PVNPIPE}1i1 ' /O O I OF RENTON THE TOWN STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED ON THE 1 - STORY CONCRETE N 89206'32"W / /VIJ3'��/ I ..7, D I •, -.7 ,-ram a -;,[ E GROUND,OTHER PORTIONS OF THE SITE NOT MARKED ARE ALSO USED FOR PARKING VEHICLES, STRUCTURE I l'A © I 1 - STORY CONCRETE STRUCTURE 4:"I!�• "DA :_......__,":57067.2):M:47,.177._.UL:8T, •'.. rrk °.1 14'PARKING COUNT 218-220 WELLS AVENUE SOUTH C8221 MAIN AVENUE I •gyp} I © - � �'-i',"--- -•- �'< i STANDARD SPACES: 40 -0 III RIM-43.9 MI ;0 10'OA :'�.�' .rCB / • ~ `-.5- luy IE(E)•42.7 I 0 O op • •i R0.1y44.4 �,1... /i 6. ,•. :.• 9; TOTAL=45 O (6"PVC PIPS •• IE'y..(�4.4 e'PVCTPIPE) .•-� .0• 0• a - " C# FLOOD ZONE DESIGNATION c X,AREA DETERMINED TO BE OUTSIDE OF 500-YEAR FLOOD PLAIN.ACCORDING W I I "v IE_ON-42•B °+ cn I I L•_ . • .... %,"• IE(N).41.66(CAPPED-12'PIPFJ p I�' � TO FLOOD INSURANCE RATE MAP(FIRM)N053O33C0977F,COMMUNITY NO.530088(CRY OF RENTON).PANEL: Ji (6 CONCRETE PIPE) •/ 4, . ' ,IE(N)=41.6(8'PVC PIPE) d' N0.0977,SUFFIX F.PANEL 977 OF 1725.REVISED 5/16/95.KING COUNTY.WASHINGTON.AS PREPARED BY• y 1 • 7. ° ''�_ 8�• •'" °'• "1 QTHE FEDERAL EMERGENCY MANAGEMENT AGENCY FEVE. Irk I SDMH ; I I I D D oo DT-9�0•-p T •� j( ) u 'O'p'WI FOONDATION FJLSELIFM FORa:_:.., .•....:'.RIM=44.8 I V, 3 -/ dDN.FORT AND PROTECTION OF BUILDING' : .• II UTILEES OTHER THAN THOSE SHOWN MAY EXIST ON THE ME UNDERGROUND UTNTY LOCATIONS SHOWN W I I I M(E)-415(8'WC PIPE) I °7•ON°LQT 7.GRAiTED.TO LOT 7.RECORDING'•: •. c,'+•1 HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE.WE ASSUME ND •✓ IE(SE).41.5(12'PVC PIPE) SSMH O CB LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS.UNDERGROUND UTILITY LOCATIONS ARE ONLY ' LE(S)=41.2(12"CONCRETE PIPE) 3 I I C' •_ RW=4f.8 APPROXIMATE.UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT USES BETWEEN VISIBLE SURFACE IE =41.4 6'PVC PIPE RIM 44.8 I ; _ • _ _ _ • _ I LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN,FIELD VERIFICATION IS NECESSARY PRIOR TO ( ) IE(N&5)-30.5(8'CENTER I mN �N • ., l /- / IE(V)=425(8'PVC PIPE) OR DURING ANY CONSTRUCTION. IE(E)=41.3(12'PVC PIPE) I n' :::: 'J 189 0 "11�'W •,•..';/+:.•'/�" -:- ::.,c'II^•. ...• -- En CHANNEL) ///// /1 /✓ ////(.t V Q. 117II` +• I 1E(SW)=415(6'PVC PIPE) I 3: i 1 0 IUEIIIIIIUP IMPROVEMENTS ON LOTS 18,19 AND 20 INDICATE PREVIOUS USE AS A GAS STATION AND THEREFORE THIS a 30' 30• A P BUILDING CORNER IS 0.1' BUILDING CORNER IS /Oc WOO EA II PORTION OF THE SITE MAY CONTAIN UNDERGROUND TANKS OR OTHER UNDERGROUND STRUCTURES RELATING ,-4 Ip. . NORM OF PROPERTY UNE ON THE PROPERTY UNE I " TO THIS USE. W SOUTH 3RD AVENUE TBM ob. � II I Lc)*' 0 1 -STORY CONCRETE • N 89'0E1'27"W BASIS OF BEARINGS KING COUNTY RECORD OF SURVEY VOL. 45, PG. 125 c SOUTH SOUTH O OF BUILDING STRUCTURE - ! CORNER AT BACK WALK 224, 226,228 MAIN AVENUE - FOUND CONCRETE MONUMENT - FOUND 4'SQUARE CONCRETE SDMH ELF+44.65 I I MONUMENT WITH BRASS TACK RIM ELEVATION 45.2 WITH BRASS RACE&LEAD DOWN 0.95'IN MONUMENT CASE I DOWN 0.6'IN MONUMENT CASE SSMH IE(E)=42.1((8'PVC PIPle PVC E) RIM ELEVATION 45.2 IE(S)=41.9 (12'PVC PIPE) -- FILLED WITH MUD HEERANK, STEADMAN & ® TOPOGRAPHIC SURVEY TOWN OF RENTON, VOL 1, PG.135 2000020.00 d,.OSSTf4 ® BLOCK 13 LOTS 16-20 AND t'' • for BLOCK 10,LOTS 3-6 RDATE:EVISED:29 MARCH 2O00 ASSOCIATES, INC., P.S. o;� .,_ NOV 2 2 2nnn TWP/,RI/4 5•C.M7, DRAWN : MAIN eT ' STONEFIELD DEVELOPMENT PROFESSIONAL LAND SURVEYORS sONq('iit," KWC COUNTY,WASHINGTON MAP CHECK: AWG LPN Architects&Planners FINAL CHECK: JSS 6564 FIFTH AVENUE SOUTH,SEATTLE.WASHINGTON 981118 (206)762-4982 EXPIRES 09/21/01 CITY OF RENTON,COUNTY OF KING.STATE OF WASHINGTON INDEX SHEET 1 OF 1 EXHIBIT F SENSITIVE AREA FOLIOS i 1 't Nai'.e.ss . :t ''::."rb . . 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Other seismic Aye a 7 3 wnon this map are Areas MU'- F'._ 'Aloe sediments; 1, �ction. qU14 t . r 1 EXHIBIT G PROPOSED CONDITIONS MAP 1 S Ex.SSMH PRELIMINARY STORM DRAINAGE AND UTILITY PLAN f- 8g 8 135.00(CENTER CHANNEL) % MH I 3 G i a a E(S)-37.3(8'CONC.PIPE) Il N 'M011).36.702"PVC CTP..CHANNEL)\ I EX.GAS (n EX.8-SS I I Ex.8 SS VALVE 0 al °_' P P P FOUND SQUARE CONC. SOUTH 2ND STREET EK IfOwER I MONUMENT w I-1 2 BRASS I--' cc ZQ IX.UGNT E%.LUMINNRE VAULT IX.LUMIr1AIRE DISK 3 PUNCH10 98.-STAMPED Ili co J E%.SIGN SDCO 'LS 23613 J-10-MCA DOWN.J Ex.PHONE J-BOX EX.WATER VALVE I 1' BOOTH ,_,FX.1YATER w 3 1 _2, OK IN MONUMENT CASE I w w t w w �. s1.. l z z Ex.LIGHT ;- F � -89`8'36'E_-p , -P----.�4. - //y-' n ( '� !/ Q N J-BOX )X,2C 6. Ro __-__ + W•TE•� " -'`��14�/� nVAL WATERF �'' IX.POWER ■ D U1 1 "qTF: �' l--- )I `J EX. 44.o0)4 IE(ERim)-40.VAULTp 11 �� I 1 11 IE(E)=a0.7(12'CONC.PIPED PQjO NA VI IL CC 0 VALVES(2) I I "-� -I'_-- _ --I...-.- ,- �1 • I I qll��` I IE(S)=41.0(12'CONC.PIPE) n� O 0 Q Z o t-- �. ' .,I,- / \ EX.WATERcc w Q f Z Q �°=20' EX.GAS I { 4 I/ I �'''j--- 1 hrtU T I I 'l vllvc I W Q METERS(2) p___. jji-_ 11 I N 13 0 0 Io 20 40 ( -V - t. I I I��/ r-j I I } �I \ RI GB Q tt Y;;,1 ±w�yy ` '\ / I RIM=4},6 Z O S LIJ a I� TW RY.i.'..Sw;-tt.-`-.�.A:i / o __�_ I I 'F__�._I 1 a I ) IE=41.3(6'PVC PIPE) 0 0 Z ' .n I I I' tI f, E%.URANO N It I I C Nl~'I1EII ► ,Alf TS- 4,. . / M I Q o I!._�.,� I E-1 rJ �..f EMI` 1_ ) p . =-1 CC r r�1m!�s 1iiii I till � � I 1 STORY ;z;,. �I� " T L- -- I �••I "W I 1 ft \� L I PRESUMABLY WY COMMERCIAL 1�� W 3 PER ASSEISORSLEMAP i r ���� _ z 1 STORY / Z ) I EX.TREES(TYP.) FC`1" '1 g a I EX.GAS I EX.UNKNOIYN 3a i I ����■��:f tor I COMMERCIAL VALVE E"1 Q IX.UNKNOWN 1 'It=4'.5 1 �j I :C'� VAULT 1E-142. 4 C.p.p.) a F-1 2'WIDE FOUNDATION ESMT.FOR at,i - L____ ___I �( m 3 1"1 I vETE7R TER ECTION OF EX.POVIERft _Ix I-I \� V 1^'^�,� RdOFDRAIF I I ; BLDG�ONLOT 7 AND RGRANTED 0 VAULT FOUND RERAR AND Z Z\ C '� I LOT 7 RECORDING N0.3856702. BUILDI\G CORNER / p1A5TIC CAP STAMPED O N 9 E JXBO%LE. �i WN$PO(JT ( 1� N .. _ •"71 N IS 0.6'NORTH OF m E PPE I SUI�OIN^ORiH OF Ex LIGHT PROPERTY LINE 702�0.2'NORTH �1 I // / AND E.1'EAST OF PROPERtt Z \E o F I GH1j I I / PROPERTYLINE J-�OX CORNER N CNCa �( i=rn z 'ROOFDRAIN i I 1 2 BO[ I I E%.LLILUN0RE S 89'O9'44•E 15.11' METECR CO :.'1: 00 SPOUT CC I I I IFX. IC \.3 I k' s �\ R6 W n.Fj CPLLECTION I I �. I • I m I I FTFLKKI - __ 1=`' ate^ :... N jar• Z S TAL AND 1 �� � {. 1l I, I! ' -�• --6 OA;;% Ex.POWER+.. . A -EX.TELE.. _ �- - tin YnD Y700O ANI_ ULT 1 UU E%.UGHTi / ROOF TOP c+ ;AvAULT 1 VAULT CITY U 3 CONC.Gl(IORAIL . I I W J-BOx ` %J -1 AREA DRAW J O .I 4 .00 3 3�! • _ EX.GB - - OFFICES U cc o - 1 = 1g LI,� IX POvrR N 89'0,8 4•W NEW 8•FIRFI INE le VAULT ECFWVICPl.R00 EQUIP ■■�■■ I RIM= - 1 P� DOUBLED CTOR..��,,://.aa,,....1,z I:`11 \ I IE(S)Q42.6 8'RVC PIPE) T -I • +�.PER CITY I�■■ I mI !I EX.BWNC.+ 85 LF = ^ \ / N b65 EX.POWER I • MOUNTED ���' n 3 N 3 cif-, �1=1 J,l1�NOTE: II i �E VAULT r PJ..AND F•.. 4 I: I J ALL SURFACE-NU FE-COLLECTION ROOF TOP a H X D *CO ��! �� \ n I i -V'/ COLLECTED do PA(WNC%%In �RF4 DRAIN Y')•. .1 - -- I AN 01 S D MUST ° 1_-i . �.I I o q qry n • .. `a• �,i _m- W.- I Uo-1 8'OA `.; vll DISCFW cE T�0 SETYER S15TEM r 1,,_„ o ■■_-117 t I --I E%.LICHiW m \■ \��� •7 �t, oo NEWnBAFFLE TYPE - i -,,:'- a� A 11• 1( iYlii►•��� - I I vi Ex.SIGN 1 • .-•S. -Jgl mo OIL` ATER SEP.�/� i x1 ' a. \z :i A o 1_' FOR�ANY KRCHEN�\ �� 1 LIGHT I X LIG. �" CO a•an_-.. r . DISCWIRGE AND§IIRFAGE le L m - x NOFF.TREATMENT��FORR�\ a`. )I J-QJX II 3 `i-BOX NEW,WATER_04 Uil'/OIL ® yc E z o I I CO REO PARKING ARFhS� _ '1 OW I c. I WGARAGE ATER GROIN LEA _ • - MI X SS CO- ,rti,� . •J-- I .�SKA �-- II = _ ,PS'-6 n a S E%.FENCE I ❑❑' II�. E%.�ICN w I II EX.CB I COO J - 6'SIDE SEWER p -"' 43 I m 6 2.0% °'1 I II 'P LI�',,I�1,'/,I_E SU 41.8 12"PVC PIPE I n IN K _ I ➢ I + ft•POP PiPE))I m p x Z 4 W y a' 'vnDF CONOFVNFD M N N Rlu=a.0 z =11 [' II FOR ALLEY PURPOSES IN x 1 _14 P • I =__ ' Si0RC1AU i �I j N z m IX.UNK WN IE '=42.7:TPVC) I I SIENER I o ••.=-- ti� IE M4Y=47.1;8'RLASTIC PIPE) K.C.COURT CAUSE No.87129. O phi a^0 z a W VAULT x �1 IE Sw=a2. 4'PVC PIPE }�' I mi Z w .-gD, BUDING C.•NCR ®2.Oy rol AS PROVIDED BY ORDhVPNCE No.272 1 I - .1 Q - _ • ILS)SE-41.t i[ NVL PIPE) 3 Z p �- yR-TH OF 0J .I ` A s'l4' OF THE TOWN OF RENTON n m __I5,� �� - \ -_ \ Imo' EX.TELE N N W- j1 1 PRO' UnE .• I ,�jll-(� Y� c ym I `/max N 89'08'32ri4 115.06'IX.GAS METER 113 6 ham==�� f�� D7 1F, 0::C.1 r S / I - I' ■ r 6' vAULTP'1D SD �i �e. ';;, I 65 L'6'D PIP1g.,0.2RO O z P u. ��� �`\ I.T J • ROOD -[ 7,-EX.GUARDRAIL Y�.... .N I EX.WATER METER I J = TOP AREA =� 1 T 1[� 10'0A• i 4x.CBCB ` I \DRAM I r,EX.6'CHAINLINK �. IE%.wATE' r Oo I EX.LIGHT , f ] VAULT ONER EX.CB EX.UGNT J-BOX I • I • + P AREA I J-BOX n it((E)=47.7(8'PLASTIC PIPE) I- L FENCE o• N Y EX.FENCE RIM=43.9 1 EX. \� WiNN II IE(N1Y)=41 ED- 'PIPE) K•B X�O 7 c `` 6(CAPP 12 A wAp . • IE(E)=42.7(6'PVC PIPE) I II 1 IE C) 47.6(8 PVC PIPE) -----X__. ��' tl M ,\,I/. b� IE(w)=42.8(6'CONCRETE PIPE) I I LUTAINAIRE I .. ,1I_- _ -- r,., ASyVycei ` „"� n BUILDING CORNER 1EX.v7ATEt< II _ �" O! z E%.SDMH IMEIEH J ( DA, ,j". c Q IS 0.3'NORTH OF I I� I�'� ;� \ 6'SD (_, ,,, J z = Q- i _ PROPERTY UNE RIM=44.8 I v' -�/ --- -� -= r, w " IE(N)=41.5(8'PVC PIPE) I X LIGHT I ul I f -� I I = IE(SE)=41.5(12'PVC PIPE) IJ- % < % 1 ROPER!),LINE \EX.CB qf,25672�O I�{ •1 4 IE(S)=41.2(12"CONC.PIPE) ut I I `u 71___. , ,_ __- _ -- RIM=49.8 F,T Dt;n Y`4 �a. /' vt Ex waTER i __ r__-____ �T :-_ IE w=C $1 �+ • 9J z IE(W)=41.4(6'PVC PIPE) I 1MLILH li f- •---- - ..... i () 2.5(e"MC PIPE) ONAL E� Q 4 GOa o I ; ` 7 I EXPIRES 9/23/01 I m - 1 IE(E)=41.3(12-PVC PIPE) i I I q • I a 'I� N 89'09'11•L9 115.10' l EX SSMH I o I ocYi 19 U) RIM= 44.6 I •1�T ILDING CORNER IS 0.1' 2'HIDE FOUNDATION COOT.FOR H 1vGOD TEPS CITY OF RENTON rn IE((N&S)=}8.5(8'CENTER CHANNEL) NORTH OF PROPERTY UNE SUPPORT AND PROTECTION OF DEPARTMENT OF PUBLIC WORKSN. IE(SP7)=41.5(6'PVC PIPE) 03 BLDG.ON LOT 7 GRANTED TO SOUTH LOT 7 RECORDING NO.3856702. N 89' 1✓t/ _T 3 u AVENUE �" TBM PRELIMINARY GRADING AND d CHISELED SODARE 1.0'SOUTH OF O8'27° W BASIS OF BEA4INGS KING COUNTY RECORD OF SURVEY >1 85)702'405 •'II BLDG.CORNER AT BACK OF WALK STORM DRAINAGE PLAN z EX.SSMH EL=44.65 CO RIM ELEVATION.5.2 -1111 0.___ Ex.SDMH _ DESIGNED NJM O FILLED WITH MUN I RIM ELEVATION 45.2 DRAWN MFB DATE 11/21/00 FILE NO. 7 IE(N)=41.9(12'PVC PIPE) CHECKED NJM z IE(E)=42.1 (e'we PIPE) scAro 1•=20' 9...DI{_PACE_ LLI IE(S)=41.9 (12'PVC PIPE) No. REASON BY APPR DATE APPROVED U o, ,w d sae.ate. SHEET 1 1 coal. a, f 1 I 1 . . .i. .ci...,, ,, ... ).., ., iro... ..).,..., , , „,I. (.5 _i 0 _, ... .. . ...5,, >_ , 4.04116 - t• • : Z 0---• CL 0 — i___ _ ,i ti I NI , ,., ... .., . , . ,. , , .. • , ..:.... . 1.1 9,..., M Z Z • • '." ''''— 0 0 2 0--.Z f co % %% • 1,; \ ., . 1 , 0 (-) \ , . . , . _ \' \ ., a, ---:-/- Z 1— / ' 'fIffikti Z LLI 0 2 t. 1 iir cc \ / 1. 1; ,... 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MAX TUT{I-1A SRD THRU OTH STOMPED D DEVELOPMENTFLOOR PLAN 3RD, 4TH, 5TH & 6TH- CITY CENTER BUILDING sl' I RETTOK WASH WON —I � FLOORS -� 11..49116/CC.-Al DMI. .--i i .-d -� .0 N11 Otte 9El:TT PI)U: `. 1 147RT14 _DAM -Hato 0114114 MI A-5 Co r, 3RD, 4TH, 5TH & 8TH FLOOR PLANS I I owe , N i 0 rwwcu ysIJ7Yn6 O PM/hT ` 1 1 1 A 17E-G _U]COW PA]d 6n1 RR. t71'-6. _. _ .�- J. • l'31 Sri RA.357'-6. - 1 - - - - naurt;,WAa nv. 1 '-r-- 1:1::1'1"�-P=1,-1=I- 'PIA-1 - -1-1-I I - 1.1_I,1r- : 1 41H ILA.+ts-6• = - a0 ILA.trY-1D 7 r — 7777 -1•'I--1't T I -., ` :;i . L1 - 1, - I RE-6w CM:PA I1I f Q[7 Za rut s16•-0 - - -_ 1 ; Y\ T 1 'M T -wwRfxAli LINTH: 11 _I. .. O{911 HYX DIM Z a]r ANZ DM Wit 4\l J W WIN/ ( rav,wm i •I]AC14.M]i"i CD MAIN AVENUE SOUTH ELEVATION (EAST) 1/18'I 1 ' n z c v a H t o z I � I Z i0'(6 F86•_6• T0P ff 336'-� PJAIPCI - L 1 ./ PPAAFET z a • lr O 6f1 Fut.371'-5• - 1 + _ - _ 61H RR.t71'-4• •I `t _-I- 0 r� Z • " Six:1A i57=6- Wax T1 ilk tr57'--6 .. :. -_.:._::"•" �-, FI • - -l_I_t I;. 'I"i'G1-1- � STx • TL7.343'-'� ■�®9e1� 1'lc-I,_I_ F•I"171: I r.7.1 MMIMMII til EIFIC 012112111:1 will 1--1 :FD IW.129•-10• _ __ 1-I-�-I-I 1 �11D ILl.i79'-10• _ -- AP.=HIIE CIr DE: f c•+E PlAt1111HG f - • Mt,A 13]''A;VA:,µ .' _ (-.A..F _ y■- _ _ I, NAIMH A\t1LNl•.J1 U 21J)ILP,.316'-0 , ■:.. ..,A1Av o. A rw: G>~ IIIIIMMts �-4 Of 1 fit,u.11 tl-4..) T 1ST ILA.i.I Alui !il -;-6 i/..; :-9S3.sr?f?' .?.erSA. aX.sc. 35T RR.,id 1+tX`• iF asMIr.INII ___. 'M?. J L .� IDGI7JI ELEVATION aN PROPERTY LINE (SOUTH) • pI/le' 4 SOUTH 2ND STREET ELEVATION NORTH) 1/18'! 2 HD tirAPIXA. 0E TCP ff• : -8• - - 51t FIM.JR11Nr.li-i1(1 CO I 111. O - LEiliallIgrillirliAlni I- "®O■ ■■ ®0®�(J -.. ®ve® n __■ ■__ _films ■�19®51x LR 357-0_ MEINM ®I•" I'II El l I1I CO w -, -I. 1■MI ME ®®i® 11111111 ®NEM B® ■11111 CM ILA.t13'-6• w I MRE ■® IEEE ■M ENO Mi■ ■®ttta_�� _ ELEVATIONS 3i]FIR `29•--1L• YYYYra_ si=mritimm� N O - ®®Q®_ii®�®®_®__®���in all 6 250 FUT.316'-0• R eaC ra. 1ST RR 30' �aw��� N•�'memin)•..tn.—— ox]a Fl.:a9:Pil/OtG-ev,Ulr ri c a)nn: c.c.s 9l]]H]a: O C ohm i-010] CO1 sY\wt 6a A-g ALLEY ELEVATION IWESTI 11/1B" 9 C112c: CV O w 05. 0 Q AT MLR Ma It'11 IIP, -- _ _ #7._T r_: IJ _64 — _e s_ ,b�r --_,_v �. -0.--- - ALLEY _ _ ar-v 1` - Pi1M 6 t, 1 ic I f • n r ri rlN;SUM (.9 i r; WI i. 112 1-1 44 v I W [� I C CDCCD L Z••• :/ r : 1/ 6 C CC C C C C e ZOI 1 , 1 . I /A // . B11.Mo % / W 1 fl7LL. , 1 / J% j 1 - MIN t 'I /� "--' UST.,[%too ....Fri.....-1 ) _ -1 1 ('HI' C C C c Jf: D C C C C C / BJU)Ni y / �9 �tCL%C1L C� C C C 14 1 ' IY.f:fa Ipn HISEC7U-� -� •-v1 TII6NHIIlG � r I « nurcr..lic....f.i i VCi11.711.4s^uttt\n int I�I� 1 D/L PAS( Inn I — 1i 1 `. I DM J ' , f • q u NA K) u Jrni CAR �[VJr n - .. _. LrolU.l InF ) FL run Jawnt 71-)-k j 1. �'�'/. 1'$ le-If I f7V9://-07/ 1-11-1I et Wil Vaal MAIN AVE. SOUTH „t�,2,=, N ��OM UE171C STi7n •nIC mlrr 1T[L h7 taE WWI n11 rm. - IHZ.iR.P-IL (�,Ip6 SI Hi will U'sN,N: Ca SDK sn x/ nu,nrcu PARKING GARAGE y gr°►EF$ � �oELOP 1ST FLOOR INT 1ST FLOOR PLAN I e CITY CENTER BUILDING remit wtisvtcron 1D Y Illsr Talik F1u9SCGiA MJZ2-1L.A.0 At ` .v.d ‘411, 103 NZ sFS Y(N I ID a: nlin ol Dar u t- a, 1ST FLOOR PLAN I WY1 1 G' A-7 co 0 0 CD 1=A 1 of-r 6'-r LI-f cr-C v-c• )r-I - a-5• la'-6' lit Op (i,, .y al I Z 6-j i - „ , SIIR11 ua a z 0 o iP z j (,, ! o '44 Z j I y 6Y- ) 2 3 16 ' 1 ' o Z O QS 0 0 0 0 0 7 6_ 7 0 J 7 1 9 0 0 3 0 J n 1 I b rI a 0 I _ _. T l c c •e l c •� c e e c c c c c . . 'I w URI I 1 Is 1-4 .i.2CHI IECTIIFE ' M / an.iF I �EM 1]13J-Ml6.11(r.a'l1 l 'to MM AEI 13.0641 G=t..Y.)ru'Lfl Oct I / o 1 II E.- .V V01-Olt I-21-11 -D iioiita —- 0 -V 1!-I' ,0-0'� IL'-It 20-0* 2Y_G._ I -V ZI-V 7/-I' si-0- r CO ! I 0 . 1 N I I PARKING GARAGE toercee E.D DI VEia( 2ND FLOOR PLAN 3RD, 4TH co 2ND FLOOR CITY CENTER BUILDING 5eF9l.AR & 5TH I .—I l MD,ATE&6TH 871,1.AA REHM WA9EICITa11 6 V sr )f so' j-� IIe9A-66iGJ1R MC-FUN rim:- O ...to' No6tl1 oam r»a o ! 2ND, 3RD,4TH & 5TH FLOOR PLANS 13' 1 (EK A_8 N . C' . o 0 o 0 C) row F 3J m'-c O: ]H-s' i/, 7f-fl 71'-C U'-a• 4s.,M-sr 1!'-6 -fY- t 1-1*-0- Alh,-.24-0- I 1 I (-f b rk . _lt l• [ 17 IUI QOZ Ithil z I o zr-1 —� 2 - �' Z i nr. rt I [ .� O QS r .L T ) 0 F Iiib V 0 24 HL I . OBB 2-4 ``\\ ^ I ACC MIFEC IIl Cf M \ 'f Cq F—as V• mcr•.0pnwnw VI VDRM JAW:MM.11 IaareuY1 fat ARM l'P-) ISEMI K 1 l r t 17 T I 1 ---- 1� t wl C(26171A BM 2`4. ----- ' St PLAN lfNiA4•1-El-f CO O 1 O i-' tI-f d 1I'-Y t 11, »'.d Sl'd ?Y-0' i1-0- �C It-Y id-Y N CO O N w . PARKING GARAGE I 6TH FLOOR PLAN ED DEVELOPMENT o 6TH FLOOR CITY CENTER BUILDING ...i' RENTON.WAIRDA31ON I 9 el 17 a7 \= Ilr_I&Xi/WA aft-Pual r]N.4 O o 1,rr .0 140: ANT S-Lr NS CO � . j llrnl>t aalc 7'1!m co 022ICI: coA-9 6TH FLOOR PLAN 10' I 1 •o1u.11: 0 • • • OLY.1MVSTNR RA4T 81;.1102 91UT 1 crof up p,Hur.av;i:P-0- IIrf. ies-'es(le :� - 171-: 1M UHJHR lN._� •r:ir" irl > ,•,•.: :(..1 - • '• Ii a,ors MEL.LiDVM�iII=O• .1tir; 'r:'ll.: - -.-`-'"__.�r'',r;:_-"L 1;::...-s•� rL• r�_-'c'-"_,.. nr.n Y liwomeemill 1M INf].O fSC-if P. :q1 � I i l i-iesi 1 e iel%%Lf UMN:nY-?'��"i° ;�'`J� rF:i'�• It♦r:c dYi:.( ••i"-'-_--'-'•'2:=I _. -'.-:a Ca'�5``.--s0.r=1 �_ :L • - .R�IT_ -� _ 7 annct.�a ; -Ti-1 IQ:i: u l..';-i}t'.-1;::1'-.isr-=:11' r_;i=c :1 .(;c. ;' !LT--1 1 iii DIM cMIS MT/ `NYl»1y OOA71 d„„.: 1��, wax I mum 0 a z .. ••TiliNLMIT1S 0 F„O '-! MAIN AVENUE GI as SOUTH ELEVATION(WEST) 0 ror a-tro-o' r—u,�>,ttN/s»r.mlol z LIXIXITO 1MT 'd sn(uiwasl� 1-I I 1 1 (-----I--1-4 lr+uxucr�t O l l l r lM wnv;,/1•-I 'iI 13 Z OH p•LAMM l7a•_ ' -I DOU\ti5Y lll•-d I ' T MD V a 12Y MI -V- i-•---..- _. _.... y I 1ST v)o v:ilf-C �_ -�� r -Z' `� `•r" - •='.fj 2N0 LAMM cn:0' i "._ .-. -- - -- -- • y Ipn PL1.i4 az OfC.N)L'lU i/! 1HB IL'A) 111LY UT UMW;i!'-rf "" Gr.5 ..r..'w js �mG� •'• YIN sr, I \\r:�' 1: j� 1.4 sm'w e'mluitw fe.ILf.11..1.•l1f>wl NOHTH ELEVATION ® PROPERTY LINE - IiiiO 4 I SOUTH ELEVATION® PROPERTY LINE I 1118 2 In Connie UIE INE i par I cM UMW i:s v wor _ ! �=M �IIIM�sM!�...AMU A+d_1' { �����C�'�'.!r•'C� CrG l.��_' ��I�p� • rHuroinizr-v :- �a trh:�..�•';SI"r �_L ,• r. .1—':`rI_ = �� I 'a'® No� yn utratc L:a'-p• f •I-,.: xs •� : .1;-;-z:. -lia.- �— V :en LUO1Y1'K-V P -_ .�.�� ��J..� { � '' —�_ GARAGE i 157 W0$;3$-v I l -PA.c?_. r---- .?;.1=x�f�i.= -`1'=:'i}; ;•:lc: � �L ELEVATIONS 1 on qcct� -- - 1 on rv� ggffI�z a 1StI1E iMEM=VW IY at ALLEY ELEVATION(EAST/ °A1F` ""°n wiel 3 A-10 0(7 • � • • E]EVA,DR/SfADt ID1ER acA > of .i1�'r> �._ _ L�i �/ _.�.,�� a� IVPICIL --- _" % %�� Sr7 1 + f'-•,.�i; ���'� S 81FA � �.ID' }�s yi �.7, 1__1 % //r%/ �F�,� R r d r �,q...x,. .r d E-xa° rr"-' .^ze.+^Aa •.3 w<s°' €c,2• -....r fa. 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F r -x,- �i _+F �%C/i, .A' r//rim ;2''. 7.1c 1,-x- i,W1 f `:Cac v ,'c i x"s is�.` Fi a s# ,,4,< r - G co 1 'J s '��i >:.�`r A }ro''3"mr'. 2 YI 3' '+'c, :,.mot S a 3 02 : � % /.i n n4 te,fit F"'i5�3•�.-._ S�,. f `PA .< 1 F _Y,�1�9C ..`x`3' >y3 . //////%// C'/r// %f�3/ ._ _ { oayU r/ / rr///ii // /%i/',� /�� //�/ ?��� 4/� it jjc xZ . ',ms'- i a wt��. r �,s�+.,� ,t !w- I,}l ,R`32s .--.. ... .. rili� rr/iF/.r �Jr///%/i�, a.{a. �? `Its 3 n wr -,t �' �,..� J4 .,.rx / //%// / i //� //,ip / !*t 0 `�. i "r r: -.I.• ,%rr/ ?%'/i/r' ' 4..: ;4 ''__1 _.,.ra .,., ///r`.V/% .' �,•.,:/.4 i'.rt% er: : r// r yt ; _ � /4 _z/%//r 4,-;//s//'/j r z:'w, ✓✓�roE jji i _ r_' 3. �+ T j /' : %.'."--F. ',--,A 'i/A� ' . (g�,7 ,x t 1' .�- }'�S a 2*'(' - ,}4 1 11{,,' 1..-.;;- .+ 7 . ','r,,-1 - B '-: tiM b >.;-.. x xal€, t....,z%- -g ' '/y// /% ' v,t-,/%1l//' .- r�5`•, �, '-��;rn,.. r- a�� -..r .wr."� �v��.�€mot.. � ...� 1 f r//ii/%/E`���/c l'/�E������/�a � %/�//��'/%�€. ,'.>.., ,..M` a 'rr �orr ,/r rr �r/ '// % ..../r%�/��j/`'j f / .I/ /!;�' ///�"•. ,^ - //. � ///. /.: ��sy/r %j, '!/','/.-iiy, r/[.% /���c7�x, .. at.. .-s€ �tx z ,,r•'TE [' I r - .-" j/OX ' //� 4V jr P '.f E '!*t�i r j 4 'y`" .'.. it TYQt� 1 ,l ARCHITECTURE - k.t -- j /'�ii// _yam¢ .:, F �;.',q_, „s. {•.. k-; F.s... �,.�. vAt I \I •''•Y'EINE '_� ,„5% / f8a� L1 F: :���" E.• d'Z BL'31 A'� F-•. c, Lrf S3�i�� .., �. .e .7. •iY �i and PLANNING -_- IOYLEA.l9tC�1VAl b31 sum AVESOUREAR YHf8 MA+O.WANDO (IDf1EAXL‘BM) DORY DIRA_E ENTRY A:ROf1ECRNUI BENCH NftU�tR �j3►IPPF "•» MEET LIFFS :Mat W1R mvYAL ROIE$, '-. 6• �jY/�Gyli y 7 ���'7 % .'`\ `• ` No OE96�IIDNDATE • �.• G1 lit ✓ J 9IERAN ARNOYu n-$°•DL • S ei, �!! fl 1 pRasaNsT-A D,1�'�,� / r1 041 o,'IMO( ST7�e� GIC� te- 1\• v 4/ �r �1 ti Lid- Ali ;� GARAGE s , i/i F , •h 41;3 1 ELEvnnoNs /yfi ,+ FDcD9000/EOARADE-aEV.DWO JOO NO. DYEUS 91FET ND Oft DATE: 7-!!OD MAIN AVENUE SOUTH ELEVATION(WEST) V8'� 1 DRAWN: cHc« lit A-1O i fiV". A{ f j ,�-�j'56s�zo�5 6 / a� Z 2 po Z noy5a56ns �byari ,�b*�' ' Al ' i , 1 1 W 1 • - -1 .. ii i — . _ ______:--u 111— 0 — t io .0.00a) 00Q7, (s)ommvaa 339 CITY OF RENTON PLANNING/BUILDING PUBLIC WORKS MEMORANDUM DATE: .e,b y S, 2..t7D TO: 3Yt - FROM: ?A M a h n ►/ SUBJECT: C,47 Gei-ter O . ce Build►' • 7 44 4 4;nrat,,f 1;4f/J T'" frtgar4'a`1pn 5yffems Avmot staff' ec 4Ik1ae vevre& 4 t r ..ros lac.+ Aitarscs Pae ick(atety e Leve( eP 5eevice ea tem laktoits. We_ plaK a4 -rkalitiotO%P review by F bvRart f 14/ zoos. 41- N "Ivitei`ttowe ►ets) toe, e-2a 1 a"S faw iG 4 iIoweti. uontrfeav'S. • 'Mt / +e t pies pyrov/Id by Sfevt 7 y/r off 219ki resolves it*nr of o' ez.iteeritt red.ordrru adie u s s►gk4 citsf ante 04' At polev jartie eat oh'>ti► hl1111. "?p 4 r er e h akee sift dl rfoket altqiis a► / 14e Ac jL,* t'4 1&e tope* well riot ottlitt etti shou4d. hie 4esU.tel 50 461"clriveks c.ah see po; ` "telesikiftos aµd - Ve&t4eS. ,o lio rbomi 'a met Wevi4i %ye'? t and be use4 40 ` let* sex t4-1.1 Avers /b /*aced wd t * ro asa-i 4o elfpvicit a pne a rerve tot "US .r ve4ucl eS tx r -.t earkiti J41ii v oir b y 'f"eitwiexts•k 'fc �f.site t is if.' aec f06-6(e f nos wit(ogiy► rviove -lie. (,,oK 4&+ /9o1!f{ be/tote-IA ve4 4e.•S R41 Aar 1 ka JZ a -Af-71teY.'".a1S, Maim. 4Js4, N,q,BoRi-/00D fruA P° ARCHITECTURE&PLANNING, INC. ROYCE A. BERG,A.I.A., PRINCIPAL PHONE: (206)230-6648 3003-80TH AVENUE S.E FAX: (206)230-6647 MERCER ISLAND,WASHINGTON 98040 TRANSMITTAL To: Steve Taylor Date: February 12, 2001 Senior Planner City of Renton, 6th Floor Project: City Center, Renton 1055 South Grady Way Renton, Washington Project No: 99066 RE: City Center Building Project No. LUA-00-155,SA-H,ECF Description: 1 ea. - 8 1/2" x 11" PMT's, City Center Site Plan Approval Sheets Al thru A10 Revisions — City, dated 1-23-01 1 ea. — 8 1/2" x 11" Xerox, City Center Site Plan Approval Sheets Al thru A10 Revisions — City, dated 1-23-01 Remarks: Via: ® Sent per Your Request ❑ For Distribution ❑ Mail ® For Your Use/Reference ❑ For Your Records ❑ Courier ❑ For Review/Comment ❑ Other ® Hand Deliver ❑ For Your Signature ❑ Overnight ❑ For Your Approval ❑ Hold for Pick Up By: Rocky A. Jon s . cc: Dick Loman, Ston fie ev ent Royce A. Berg, N . 1 1 irv+41- \I I COMMERCIAL ., I e i n I q A ED�W.Y ; _ . • STREET TREES -— I S. 2ND STREET if �� ( 1 .���. 30' 30' Il AS EXISTING M1 FI r: PARKING / F 1 - r I flrt$ Z LJ I 1 - -1 LT GARAGE AREA 329,528 SF(.6779 ACRE) W ------- ---------- ..�-i J--1 - -)+TrF IT p GARAGE SITE 320,151 SF .4620 ACRE) I/�/ .L,. 1 -I--I 1' I C CITY OFFICE BUII DING AREAd LJ 1 STORY I Did I 1 1 I FIRE STATION- 1PARKING STRUCTURE AREA -I F COMMERCIAL I ' 1 1 �+ I -i �—'1 OFFICES 1ST FLOOR 11,916 SF 1ST FLOOR 61 STALLS CU ' T�-I--I-i t-�--I 1 STORY 2ND FLOOR 20,960 SF 2ND FLOOR 65 STALLS W ///���11 �' "-� "' '2, , I 1 I 1 P p� COMMERCIAL 3RD FLOOR 23,000 SF 3RD FLOOR 66 STALLS > U I� ��"�j' I 1 I L `�'1 4TH FLOOR 23,000 SF 4TH FLOOR 66 STALLS W I r 6TH FLOOR 23,000 SF 5TH FLOOR 66 STALLS ur 1 I 61H FLOOR 23,000 SF 6TH FLOOR 67 STALLS CO 1 ( e TOTAL 5124,876 SF 6 FLOORS x 18,639 SF/FLR, j 6 STORY In 1 1 .I 1ST FEB.GARAGE 12,494 SF -3 LEA I o ] TOTAL SF 3137,370 SF TOTAL SF t111,834 SF LL OFFICE I I 1 1 n5.n' v= Z PARKING 33 STALLS PARKING }111 STALLS 3124,876 SF i— L 1 H iIi `II�_ti_y`•L\. C I r- I ±132,370 SF TOTAL t J 1 °IIIIIIIIIII i 109 �.VG" OFFICE IMPERVIOUS SURFACE 229,528 SF Z _ .� I i • oy" \\ S a PREVIOUS IMPERVIOUS SURFACE 100R �1 Z T .�,.1��y," _ , PARKING IMPERVIOUS SURFACE 220.151 SF . 5' 1 1 T '" �e PREVIOUS IMPERVIOUS SURFACE f889. I— II`` cc 1 r� F -- —I ALLOWABLE BUILDING HEIGHT 95'-0' __ -T I PROPOSED BUILDING HEIGHT OFFICE ±86.-13- I ' — �� PARKING GARAGE 365-0' LINE OF OFFICE F— . T G- ' i FLOORS ABOVE I I ,._-p - REWIRED PARKING 420 STALLS - ----------------------r 1 �J OFFICE MIN.3 STALLS//1000 SF 375 STALLS ., . _ . STALLS DESIGNATED TO REPLACE 45 STALLS ? EXISTING CITYNSTALLS RE N PARKINGE RATIOK/TOTAL PARKING f424 STALLS and PILANNI1NG f ;Cf 8 STORY 1 STALL/294 SF OFFICE C. SSSF OFFICE� - STRUCTURE 3 405 �L_ _I t111,834 SF OFFICE PARKING(INSIDE BLDG.) 33 STALLS MERCER ISLAND.WA.98000 115.08' F y STANDARD STALL(8'-4'x16') 17 STALLS COMPACT STALL(7'-4'x13') 14 STALLS (Y(1615 3 0-4 6a8 FAX 430-66a) 1 Ti---.,�L o j EXISTING ACCESSIBLE STALL(Wx20') 2 STALLS (p • �� a PARKING 1 BIKE RACK 10 BIKES COI?,- _ • Cl 3 [ PARKING GARAGE ±391 STALLS , \\, STANDARD STALL(� 4 x16') 188 STALLS 7 109' \\"I COMPACT STALL(7 4�x13') 195 STALLS ¢I p � i ACCESSIBLE STALL(8'x20') 8 STALLS ------------ -- ------ ZI ] 175.10' 1 BIKE RACK 10 BIKES IQ' CONSTRUCTION I i Mi - OFFICE TYPE I-FR \ GARAGE TYPE II-FR 1 NO DESCRIPTION DATE . SITE PLAN APPROVAL 11-20-DO REVISION-CITY 1-23-01 I i I�I-3 STORY _2 STORY I CITY MUSEUM COMMERCIAL COMMERCIALj� OVERALL SITE • PLAN STONEFIELD DEVELOPMENT CITY CENTER BUILDING RENTON,WASHINGTON J I— — = � 0 15' 30' 60' 90' " File:99066/SITE-3R.DWG JOB S. 3RD STREET e3D' NORTH DATE: 4 SHEET NO OF: OS-OO DRAWN: RAJ A_1 OVERALL SITE PLAN 30' 1 CHECK: i I n AE SR3EO G. I 1 -- — — — („,N wAn 15-0 105-0° f x Xt ,L I D N 89'0 xT:T'�' 120.0ii,7' u �.� _j EXISTING CURB 1( Oro» 1 CUTI I"—1 ■M■o■ ��n'■ fIl EXISTING FI PARKING I—Z C I mill : , L SITE AREA W LI +I _ `ili I 60'L 0' GARAGEOFFICE SITE SITE 320,558 SF SF (.6779 4620 AC E)) a fI, Ili I I I / Z -I_•�_,,_,I I k iI I - H OFFICE BUD DING AREA PARKING STRUCTURE AREA 0 I- 1 I IA'•1+ I a EXISTING STREET 1ST FLOOR 11,916 SF 1ST FLOOR 61 STALLS J /// H"•lu■■■■ TREE 2ND FLOOR 23,000 SF 2ND FLOOR 65 STALLS W - ����' 43RDTH FLOOR 23,000 SF 43RDTH FLOOR 66 STALLS W 4TH FLOOR 23,000 SF 4TH FLOOR 66 STALLS Ly� ii��3 5TH FLOOR 23.000 SF 5TH FLOOR 66 STALLSin 03 ICOMMERCIAL I&/�z�� ^lk • 6TH FLOOR 23.000 SF 6TH FLOOR 67 STALLS 0 Q TOTAL t124,876 SF 6 FLOORS x 18,639 SF/FLR. ' • jj/ k EXISTING STREET FIRE STATION- 1ST R.R.GARAGE 12,494 SF —I �/ �o LIGHTING 1 STORY OFFICES TOTAL SF t137,370 SF TOTAL SF ±111,834 SF W ] COMMERCIAL PARKING 33 STALLS PARKING ±391 STALLS' W r 1 Z w I, I I I I I j n OFFICE IMPERVIOUS SURFACE t29,528 SF Z — I N EH I PREVIOUS IMPERVIOUS SURFACE 1007 0 //= Z ■ ■ I I 3 PARKING IMPERVIOUS SURFACE t20,151 SF I— W - I < a PREVIOUS IMPERVIOUS SURFACE t88R (n cc z I `< ALLOWABLE BUILDING HEIGHT 95'-0° .i "' r I I S 89.09'44°E 115.11' VD 1 'ooI PROPOSED BUILDING HEIGHT = \' \\\ \\,\\\\ \��\Y""'-""^ \ OFFICE 396'-8• * I Ho j )-E-0 I \,,, PARKING PARKINGGAK 2 STALLS _ 15, I ) ■ ■ L 0 a \ \\ \ REWIRED 420 STALLS \\\` \ OFFICE MIN.3 STALLS/1000 SF 375 STALLS // \ STALLS DESIGNATED TO REPLACE 45 STALLS J' I N < L / ` a EXISTING Gtt STALLS W \\�\\\\\1�' I \ ARCHITECTURE 3y� Y PROPOSED PARKI G PARKING RATIO TOTAL PARKING±424 STALLS and PLANNING / 20' I I I, I I Q S i E—' -5 4t12B' 1 STALL/294 F OFFICE ' ■ =`■ IZ I 1• / f 3.39 STALLS/1000 SF OFFICE ROYCE A BERG,PRINCIPAL F- 3003 80TH AVE SOUTHEAST WAY Q OFFICE PARKING(INSIDE BLDG.) 33 STALLS MERCER ISLAND.WA.98040 _ ; STANDARD STALL( -4•z16') 17 STALLS H— I I e'v� 4 COMPACT STALL(i�-4•z1 j) 14 STALLS 12061230.6648 FAX 23O664] ACCESSIBLE STALL 8'x20' 2 STALLS VI 1 BIKE RACK 10 BIKES �I_ - O I 'HRI1 1 ±19'r0, — PARKING GARAGE i:391 STALLS _5y I ■ • UP DN STANDARD STALL((¢_-4•x16') 188 STALLS i �i �, \, COMPACT STALL(7 4°z13') 195 STALLS EXISTING TREE ACCESSIBLE STALL(8'x20•) 8 STALLS 8 STORY z AND TREE-WELL 0 0 1 BIKE RACK 10 BIKES (;! TO BE RELOCATED TE1' IIFL OFFICE I'Y o „ DR UP ; M CONSTRUCTION t124,876 SF j ; NEW STREET - ni OFFICE TYPE -FR TREE&TREE-WELL ±132,370 SF TOTAL 1 '-1-^ 6 STORY GARAGE TYPE II-FR * ■ •` LOCATION El n PARKING NO DESCRIPTION DATE `/ w STRUCTURE SITE PLAN APPROVAL 11-20-DO ,o [ nteon TREE INVENTORY 1t t111,834 SF /\ o TREES ON OFFICE BUILDING REVISION-CITY 7-23-01 _ < ItD SITE TO BE REMOVED 1(14•DECIDIOUS) _ TREES ON PARKING GARAGE #w\ N 89'08'32•W 115.8' 8 EXISTING SITE TO BE REMOVED 10(6•-14"OAK) PARKING 2 6'OAK) NEW STREET kl t 80'0) „15'-0'/ 100•-0° f TREE&TREE-WELL 0 I' LOCATION I 'd 12"OAK --� 3114.OAK ALLEYNG—/ Eir/ 105-0° 2 LWAT�ONSSEAT4 EXISTING STREET TREE 1(2•DEGDIOUS) TO BE RELOCATED 1 STORY EXISTING TREES \ STREET TREES TO BE ADDED 6(2.OECIDIOUS) COMMERCIAL TO BE REMOVED TYP., SEE TREE INVENTORY, _ __ _ I EXISTING'STREET N a9•D9•n°w •ns.,o• SITE PLAN TREE —EXISTING 09'-065t PAVED ALLEY STONEFIELD DEVELOPMENT / • 2 STORY . / CITY CENTER BUILDING ' COMMERCIAL RENTON,WASHINGTON o t0' 20' 40' 60' File:99066/SITE-3R.DWG JOB NO.: NON SHEET NO OD =20' I / NORTH DATE: 4-09-00 DRAWN: RAJ A-2 SITE PLAN 20' 1 CHECK: I I - I I 0 - - - - - - - - - -ALLEY - - - - - - - - - - - - I \ ROLL-ORUP DO GATES °i 'o '-0% 15'-0° /5'-0�5'-0 1T-0• Q I 4 lI //� I I 1 I 1 •-RAT: _ SIBLE- ryi ` f `---- \ \ \ TR1 , . ; 7 . -9, •A C'CL. rrcrol l [ENERATOF---111.1 ' `i ,t—I (��' q, _I V )3 COMPACT TCOMPACT\ COMP P P� a�w \ J COMPACT ., �P. COMPACTm� 1 O \\\• \k‘,.\ ,‘, I r^LINE OF STORY I I n b / 1 u ABOVE •� N �_› GARAGE -0,2 'T' 0-'1-1. \ � OFFICE 4 _ NEW E TREE H WELL, Z 4 2 -� 1 _-V-1- 3 LOC. W BIKE RACK I ' d Z r- z �3 v T3 2 M �lo�� O O0 \ O -82 I - W ILI CI 2 CO 1 M 11 .ai o - �_ 0 SI / 1B'-0" 24'-0•t c 13'-0• �I I I �� � � W 3J � g p I l P `� J C _i I_IH z0_ z C o III \ . r ��— --A CV O W 16'-0• 24'-0" / MIN.STD. f / _ I III �, EXIT(? OFFICE 1 '-o• I1. BOBBY II 04, \ M H11 hH11Et _ __f _b1 I ARCHITECTURE "� and PLANNING 13'-O° J ROYCE A.BERG,PRINCIPAL 1 MIN.COMPAC ` , ! : , o 3003 BOTH AVE SOUTHEAST — — Iimi MJ I y I • 1 y MERCER ISLAND,WA.98040 ' ' • 'd 'X iMI - \ \ (206)230-6648 FAX 230-6647 7. --�\�= / z7'-3" / 15'-0• / 12'-6• Ie, zs'-a• /5•-0� zs-o• /5•-0/ 2s'-o° 1-0"/ zs'-o• /5'-0• 25-0' /5'-0> ao'-o• /5'0 j / �/`.. L 249'-9" / EXISTING ROLL-UP RELOCATED TREE WELL DOOR TREE WELL MAIN AVE. SOUTH OFFICE PARKING STRUCTURE NO DESCRIPTION DATE (ONE WAY) 1ST FLOOR 11,916 SF 1ST FLOOR 61 STALLS SITE PLAN APPROVAL 11-20-00 2ND FLOOR 20,960 SF 2ND FLOOR 65 STALLS REVISIONS-CITY 1-23-01 3RD FLOOR 23,000 SF 3RD FLOOR 66 STALLS 41H FLOOR 23.000 SF 4TH FLOOR 66 STALLS 5TH FLOOR 23,000 SF 5TH FLOOR 66 STALLS 61H FLOOR 23.000 SF 6TH FLOOR 67 STALLS _ TOTAL ±124,876 SF 6 FLOORS x 18,639 SF/FLR. 1ST FIR.GARAGE 12.494 SF TOTAL SF ±137,370 SF TOTAL SF t111,834 SF PARKING 33 STALLS PARKING ±391 STALLS PARKING RATIO/TOTAL PARKING±424 STALLS 1 STALL/294 GROSS S.F.OFFICE 3.39 STALLS/1000 S.F.OFFICE A, CONSTRUCTION OFFICE TYPE I-FR GARAGE TYPE II FR 1ST FLOOR PLAN STONEFIELD DEVELOPMENT 1ST FLOOR CITY CENTER BUILDING RENTON,WASHINGTON 0 5' 10' 20' 30' File:99066/CCTR-A1.DWG , ' JOB NO.: 99088 SHEET NO OF: NORTH DATE: 4-08-00 DRAWN: RAJ A-S 1ST FLOOR PLAN 10' 1 CHECK: I • I 1 - - - - - - 1 1 0 LINE OF ROOF BELOW \ 1� I I I I1 . I ! 1 1 H 1 1 ai . ll 1 ( o o' 1 ! 31I o --- I 1 I OF 9CE i ,1 ; I I < w I 1 I 1 1 1 • i -6 m Z II_- I I 1—� I ' I I ! I I I ! iI 1 - w I""I c7 M —W= —t > Z 7 r -- ter'-- I !o I - - i. -1 + -� I, i1 J , I ; ' w 1- -I 1 r I -r—\ -L�_ o< — 4. �, < Z O IN '� O Z j j '� ' —OPE-N T ! --_ I I 1 1 "_ I I I ! III 1 — . —,O 1 1 \I .—r �BELfl11V: T — 1 1 , I I I !OFFICE I I i 1 ! ! 1 1 II 1 r� i ARCHITECTURE _-- — l ! ` r , ., < and PLANNING I 1 I 1 I I 1 I I I I I � 1 0 I I � I I I I _ , i I i _ ROYCEA BERG PRINCIPAL 1 I 1 0 3003 BOTH AVE SOUTHEAST L1 J 1 ( s , ! 1 ( MERCER ISLnND,WA.98040 f , J < \ i206)230-6648 FAX 230-6647 / 19'-9' f5'-0> 25'-0' /5'-0"/ 25'-0' /5'-0"/ 25'-0' /5'-0> 25'-0" ,2'-O" 25'-0" /5'-0"/ 25'-0" /5'-0" 30'-0" /5'-0> 10'-0" / / 249'-9" / OFFICE PARKING STRUCTURE NO DESCRIPTION DATE 1ST FLOOR 11,916 SF 1ST FLOOR 64 STALLS SITE PLAN APPROVAL 11-20-00 2ND FLOOR 20,960 SF 2ND FLOOR 65 STALLS 3RD FLOOR 23,000 SF 3RD FLOOR 65 STALLS 4TH FLOOR 23,000 SF 4TH FLOOR 65 STALLS 5TH FLOOR 23,000 SF 5TH FLOOR 65 STALLS 6TH FLOOR 23,000 SF 6TH FLOOR 67 STALLS TOTAL t124,876 SF 6 FLOORS x 18,639 SF/FLR. 1ST FLR.GARAGE 12.494 SF TOTAL SF ±137,370 SF TOTAL SF t111,834 SF PARKING 30 STALLS PARKING ±391 STALLS PARKING RATIO/TOTAL PARKING±421 STALLS 1 STALL/301 GROSS S.F.OFFICE 3.32 STALLS/GROSS S.F.OFFICE CONSTRUCTION OFFICE I-FR GARAGE TYPE TYPEII-FR 2ND FLOOR PLAN STONEFIELD DEVELOPMENT 2ND FLOOR CITY CENTER BUILDING RENTON,WASHINGTON 0 5' 10' 20' 30' File:99066/CCTR-A1.DWO JOB NO.: 99088 SHEET NO OF. NORTH DATE: 4-03-00 DRAWN: RAJ A-4 2ND FLOOR PLAN 1 CHECK: - - - -- ---- -- —-i — — — — - - - I I I o 1 n�l I I . ,, - i . , — ! — �6 t— _N �6 I I 1 _ - — �� OFFICE - _ - __• , - - w ' ' • z L■',-i� T r— ■ p fl n fl O ,± :-+- — , - — Q ®®liiiliiiiii� `� �t , , 1, Z - 7liiillillli. - Z ■I = y■ ■i ■ ■ 1 u) W ' _ I ! 11�J fn CC I- _ = I — -I_� I I OF ICE i- - j ' 1 1 1 ��, 1 F I ! I I ! 1 ARCHITECTURE -__...____._- �_T_ - -- — -I ( — 1I I T I --_ and PLANNING �~--, I lip —� ; ' T---F . —'- - ---- ROYCE A.BERG.PRINCIPAL L---1 ^ ' ' , ' i ! 1 ', ' 300380TH AVE SOUTHEAST I I = * MERCER 2041230.66d8 FAX 230.66a� /'-0> 25-0" /5.-0> 25'-11 /.-0" 25-0" /'-0> 25'-0" /5-0", 25-0" ,5'-01> 25-0" /5'-0A 45-o" / / 230'-0" / QEEI PARKING STRUCTURE NO DESCRIPTION DATE 1ST FLOOR 11,916 SF 1ST FLOOR 64 STALLS SITE PLAN APPROVAL 11-20-00 2ND FLOOR 20,960 SF 2ND FLOOR 65 STALLS 3RD FLOOR 23,000 SF 3RD FLOOR 65 STALLS 4TH FLOOR 23,000 SF 4TH FLOOR 65 STALLS — 5TH FLOOR 23,000 SF 5TH FLOOR 65 STALLS 6TH FLOOR 23,000 SF 6TH FLOOR 67 STALLS - — _ TOTAL 3124,876 SF 6 FLOORS x 18,639 SF/FLR. 1ST FLR.GARAGE 12,494 SF TOTAL SF ±137,370 SF TOTAL SF 3111,834 SF PARKING 30 STALLS PARKING ±391 STALLS PARKING RATIO/TOTAL PARKING±421 STALLS 1 STALL/301 GROSS S.F.OFFICE 3.32 STALLS/GROSS S.F.OFFICE • CONSTRUCTION OFFICE GARAGE YPE ii FR G FR 3RD THRU 6TH STONEFIELD DEVELOPMENT FLOOR PLAN 3RD, 4TH, 5TH & 6TH CITY CENTER BUILDING FLOORS - RENTON,WASHINGTON 0 5' 10' 20' 30' File:99066/CCTR-A1.DWG JOB NO.: 99088 SHEET NO OF: NORTH DATE: 4-08-00 DRAWN: RAJ A-5 3RD, 4TH, 5TH & 6TH FLOOR PLANS 1 CHECK: • TOP OF t66'-8" MECHANICAL SCREENING_ - 0 PARAPET M PRE-CAST CONC.PANELS • C= 6TH FLR. ±71'-4" ,`_ aMwralalaraw IMIlaIalat IIIIIIIararw1 taf ala/M INNININIMI MININNININNIMI. to s* MINIM 1� � MI MI 11111 �11111111 REFLECTIVE BRONZE n 5TH FLR. t5T-6" INSULATED GLASS TYP. 1 ■ MI�M M�M Ma IEaarrl� MO 4TH FLR. ±43'-8" - - - - DARK GLASSBRONZE TINTED 0 I I '1111111111111I_ .:- I 'I I' 1 I ' 3RD FLR. t29'-10" - - - PRE-CAST CONC.PANELS ( - '^ ��I___ ot�� ___ 5�����_® �I mm m aisra_2NDFLR. t16,_0 _ � Kg Nava u- uJ- u : u a u - u E �� I ' ARCHITECTURAL LIGHTING 1- ,m I� RI ®_liii 11®®*UURU MN= IIIIl zI�E ��'��.� 1 RECESSED MAIN ENTRY z 1 1ST FLR. t0' ' ---- f W a Z GARAGE ENTRY DOOR ENTRY TREESNG STREET •TYPICAL NOTES11-Ful O MAIN AVENUE SOUTH ELEVATION (EAST) 1/16' 1 c co a TOP OF±86'-8" TOP OF ±86'-8" U j PARAPET - PARAPET _ ., _ W C 1 Z 6TH FLR. ±71.-4. - -.'I _ F Z --I_ - .. 1- � _ 6TH FLR. t71'-4" i I 1 Z 5TH FLR. t57-6„ -_` ` (� I 1 w 5TH FLR. ±57'-6" E ININNINIE .. 1.1 1 .I I , .I 1 'I I I i� III I I I - 4TH FLR. t4S-8" 4TH FLR. t43'-8" �■ I IIaIaIaRalI. poinammanum 3RD FLR. t29'-TO" ,I . 1 - I I I I. I. - - - : 1%.. .,I I III ' 1 ARCHITECTURE 3RD FLR. t29'-10" and PLANNING � ROYCE A.BERG.PRINCIPAL 2ND FLR. t16'-0" t '' 'c" ;' '1 _ ( I 2ND FLR. f16'-0" tT,i. p r ,t4 3003�TSLAND.WA 98040 H AVE T g 8 'u q r -s q . - 4 12061230-6648 FA%]36664] 1ST FLR. JO' ALLEY MAIN ST. 1ST FLR. f0' MAIN ST. } - --ALLEY-- - ADD STREET TREES,3 LOCATIONS ELEVATION @ PROPERTY LINE (SOUTH) 1/16' 4 -SOUTH 2ND STREET ELEVATION (NORTH) 1/16' 2 TOP OF t86'-8" NO SCRIPTION DATE SITE EPLAN APPROVAL 11-20-00 II I PARAPET �..___._......_. 4._ .-.._ __-_-.,._._... _..._,1 ._._....,. I,.. ___..�_ .�_.._.__/ REVISIONS-CITY 1-23-01 L 6TH FLR.t71'-4 {${ - 77JJ�� yy 5TH FLR.±57-6 I .t` - -. -1- f-t::. • 4TH FLR. t43'-8" 'L- I.`l `t, - , I 7t,1 ~. ''I I.I I 12 I:',I, I. 41-I- .I I'' ,.'I 1 I,I•. 3RD FLR, ±29'-10" I ! 11' I 'I I 1 I 1 I. I ,i 1 ,I 1 I 1 I 1 .I 1 I. ,I' t I I. I-,. ELEVATIONS I 2ND FLR.±16'-0" rirrimaimom rr^ - �, r PAINTED METAL 1ST FLR.±0' ow Elmo! i I VIP DOORS ENCLOSURE / I File:99066/BLOC-ELEV.DWG'- GARAGE DOOR JOB NO.: GM SHEET NO OF: DATE: 7-21-00 A A Q DRAWN: CIS -10 ALLEY ELEVATION (WEST) 1/16' 3 CHECK: 1 ... ------7 . ---I n / jl��� j� FENCE G ATCLOWER FENCE ID / TYR 171•-0" . ALLEY p p -- tn 28'-6" 8-3" 23'-0" 23'-0" 23'-0" 23'-0" 8'-9 23'-6" -- r .4.A %IT I I"'--t id G / •I le; i •UP EXISTING STAIR Z �� VAN H 16 C/////��/i'// ' } a Z / IV 10 eaI, TYP. O � J UE t. \ UP j W 1 e �,8-0" > f( )1 Z I •i CI �/ ON 9 w r �r WL 0 17C C C C C C m C C C C C C C C C C C j O 0 Z 0 - CO lk,,,J //,, EXISTING 1 STORY / 10v EQUIP. j EXISTING 2 STORY BUILDING RROOOM/1 `i BUILDING CURB ����� C C C C C C C C C C C C C C74 -6'HT. / DN - `PAINTED STRIPES, /� ARCHITECTURE and PLANNING TYPICAL / ROYCE A.BERG,PRINCIPAL 3003 BOTH AVE SOUTHEAST �y / MERCER ISLAND,WA.98040 DP (206)230-6648 FAX 230-6647 1 BIKE RACK H \,� /- T 1 12 UP EXIT ��� N W I - e . - . - �a, • / NO DESCRIPTION DATE ENTRY f d WALL HUNG � WALL HUNG SITE PLAN APPROVAL I1-20-00 n BENCH R� �' BENCH REVISION-CITY 1-23-01 \ ,-6 15'-0" _- 20'-0" - /6'-0"/ 12'-' A6'-0'/ 12'-9" A 23'-0" / /1/ 23'-0" /1/ 23'-0" / 23'-0" 22'-3" A 1C-0" "1411 2'-0" `2'-0" `2'-0" 2'-0" NEW STREET NEW STREET MAIN AVE. SOUTH NEW STREET TREE TYP. . EXISTING STREET EXISTING STREET TREE 1�' (ONE WAY) TREE 1�' EXISTING STREET EXISTING STREET TREE,TYPICAL LIGHTING -am- LIGHTING TREE,TYPICAL PARKING GARAGE STONEFIELD DEVELOPMENT 1ST FLOOR PLAN 1ST FLOOR CITY CENTER BUILDING RENTON,WASHINGTON 0 5' 10' 20' 30' File:99066/GARAGE-PLAN.DWG JOB NO.: 99088 SHEET NO OF: NORTH DATE: 7-21-00 DRAWN: GB "-7 1ST FLOOR PLAN 10' 1 CHECK: n 1 11 171.-0" o 0 28•-6" 8'-3"L 23-0" 23-0" 23-0 23-0" // 89 ,, - 166° .2- ', 2 D L2 0 L2 D L2 0 2 D o --1 --°DN 11 ° C IIIDP1 ZC 1 � le STAIR#2 EXIT L!J U ( -t �ti a Z � 6' 4' 2 o M_f I / 0 0 CO a DN > Q W r .r WC 1 0 / /16 \ Z 0 z 0 0 0 0 0 °i 0" 0 0 0 0 0 0 0 0 3 0 ` JI cc n `E 1110 u C C C C -,:,CCCCCCCCCCCI Ø_6HT. CURB 15Q _.‘ v / I2!TECTURE , < DN / and PLANNING 30038 T BERG,PRINCIPAL MERCER CORM AVE ISLAND.SOUT WA.90040 (2 6)230 6648FW 30-6640 /55-0�8•-0" ,/ UP 12061230.6648 FAX 230-6647 STAIR Al 17 _= ii1 •i _ / DN UP rE y o lc, 0 EXIT , * „ \ \ * NO DESCRIPTION DATE , -\ SITE PLAN APPROVAL 11-20-00 AWNING AT REVISION-CITY 1-23-01 2ND FLOOR /6'-0"/ 12•-0° /6•-0"/ 12'-9" // 23.-0" / 23-0" / 23'-0" 23'-0" / 22•-3" / 10'-0° f \-2'_0• 2•_p• 2•_p• 2'_p• p'_p• PARKING GARAGE STONEFIELD DEVELOPMENT 2ND FLOOR PLAN 2ND FLOOR CITY CENTER BUILDING SIMILAR & 5TH 3RD,4TH&5TH SIMILAR RENTON,WASHINGTON • 0 5' 10' 20' 30' File:99066/GARAGE-PLAN.DWG JOB NO.: 99086 SHEET NO OF: NORTH DATE: 7-21-00 /� Q DRAWN: OB A—p 2ND, 3RD, 4TH & 5TH FLOOR PLANS 10' 1 CHECK: 0 n I Hl / 71'_0" f oral 28'-6" 8'-3" 23'-0" // 23.-0" // 23'-0" / /( �, 23'-0" / 8'-9" c L2,-0 L2'_0 L2.-D• L2•-D• L2•-0. 1. f a...- , 11 ZC 1 DN 1- 0.1 1 6.-4"1 o frrul 0 T1P. < UP W Z "i w a, DN > 5 j f TYP.f LL C o j //16 \ Zto_0 Z 0 0 3 0 0 'i 0 0 0 3 0 0 0 0 0 DO D g v io G C G C ahC C C C C C C C C C C C C j / 6"HT. CURB \ tC� / / 8 < ON ARCHITECTURE and PLANNING ROYCE A.BERG.PRINCIPAL 3003 80TH AVE SOUTHEAST MERCER ISLAND,WA 98040 N DP > (206)230-6648 FAX 230-6647 STAIR#1 1�E 1 7 I. (E V.� -' EXIT % Am " + w MP * NO DESCRIPTION DATE 1__ J SITE PLAN APPROVAL I1-20-00 RENSION—CITY 1-23-01 /6.-0"/ 12'-0" /6.-0-/ 12'-9" / 23'-0" J 23'-0" j 23'-0" / 23'-0' / 22'-3" / 10'-0" / - .2'-0" PARKING GARAGE STONEFIELD DEVELOPMENT 6TH FLOOR PLAN 6TH FLOOR CITY CENTER BUILDING RENTON,WASHINGTON 0 5' 10' 20' 30' File:99066/GARAGE-PLAN DWG JOB NO.: 88088 SHEET NO 0F: NORTH DATE: 7-21-00 DRAWN: GS A-9 6TH FLOOR PLAN " 10' 1 CHECK: / - ELEVATOR/STAIR TOWER 0 TOP OF±65'-0' OPEN - ELEVATOR SHAFT r OPEN 5TH LANDING t51*-0' : MU •MIIMMIllirrineENZEMEITIA • (1=1) ' Em-sseza EmagEliiiiii...mur--ommesmmtma- 4TH LANDING±41.-0° 1 IIIM EIMI NM"MEIMIE- PRECAST CONC.PANEL TYP. 1 I MI iffa Mil I 11 1 a ZS VI MI g il a IS ill 0 M I M II 111 111 115 I 3 21 6 IN la __ =I 3RD LANDING J31,-0' I MEM!MEM emem melemoragan rizame - 16E11 witior- 2ND LANDING±21.-0 INIONISIMMINIMMIMITEMII P.L. ' I Ili ffinFAN fifflingeq gra=.e.,51,12 . 4D22 --:,,,,WIRM ,,„ 114=15- 1ST LANDING±11'-0' -1't L I ...tF: I,r III!!MINIMU MEI lele.$11M6TT7W7,, 4aaffill GROUND LEVEL±0.(±44.6ILEV) ''' ISEEINESAN '' ''‘0"'''‘ Llf w—famfo,0?„,---....... L, ...A Elsom--- , 1721 . /., 4'/X..0 1- -1=maili.i.111111===1111aQ1= r F- I GLASS GARAGE ENTRY (WALL.1UNG c WALL HUNG 41 t;n• z BENCH BENCH I.0 ENTRY ARCHITECTURAL LIGHTING M &5 HANGING PLANTERS Z W/SEASONAL COLOR ' a. TYPICAL NOTES 53 pl_fl 0 1- MAIN AVENUE SOUTH ELEVATION (WEST) 1/16' 1 CD §I. CD Z L1J x CI CO CI < ELEVATOR/STAIR TOWER TOP OF±65-0' Lli (1, o ELEVATOR SHAFT LT_ , - mmlimm 5TH LANDING±51.-0' 6TH LANDING±56'-0" ONIIIINUMMIliplUMMIENIMMOMill 1111- IIIIH ‘../ I- l& I 6 immini co cc 4TH LANDING±41.-0' 5TH LANDING±46.-OT II 111111111111111111.11111111111111MIEMEMIIMMil '3RD LANDING±31-0' IllIME1=1 4TH 111111 ., - IPn 2ND LANDING±21.-0" 111/ 1 3RD LANDING±26.-0' , 1ST LANDING±11'-0' r /y7/71 ' 2ND LANDING±16'-OT 4' ! , 7 . . ARCHITECTURE . and PLANNING GROUND LEVEL±0'(±44.8 ELEV.) ALLEY 7/ //' 1ST LANDING±5.-OT If / //4 • ' ROYCE A.BERG.PRINCIPAL A. MAIN ST. I 3003 BOTH AVE SOUTHEAST GROUND LEVEL±0'(±44.6 ELEV.) MAIN ST II /'''' / /// /4 ALLEY MERCER ISLAND,WA.9800 (206)230-6648 FAX 230-6647 NORTH ELEVATION @ PROPERTY LINE 1/16' 4 SOUTH ELEVATION @ PROPERTY LINE 1/16' 2 NO DESCRIPTION DATE SITE PLAN APPROVAL 11-20-00 REVISIONS-CITY 1-23-01 6TH LANDING±56.-0' OPEN ,--, 5TH LANDING i46.-0' :.•-•=• lifflr I_ ,_, _..;„.I ._ - ..,4;-,----• ' '' -,,, ,e\li-,‘::,;.. -,•:. <‘.,sk .,.,$...;‘,.,,,I!Y&,\.‘ke N,,,,,,,\ :\i' _ 2ND LANDING±16-0" t :P li IJIMMIIMIM11511----- WM"1113 1::-mesysa imeemongsim Neememammeas memos= 7 . )::.- -- -Eal MEM Wie Enalgin 00-4---wel"52551 imiggs , GARAGE ELEVATIONS Pt 1ST LANDING±5-0" EN GROUND LEVEL±0.(±44.8 ELEV.) :` _iri. ------ ----- • EXIT BLACK SECURITY File:99066/GAR AGE-ELEV.DWG FENCE 0 1ST LEVEL JOB NO.: noes SHEET NO OF: DATE: 7-21-00 A-10 ALLEY ELEVATION (EAST) DRAWN: GS 1/16' 3 CHECK: .1 1 I i 4. COMMERCIALI STORY 47,�C ! I Ift.°� - n LI a Y STREET TREES S. 2ND STREET -._��•- A sa — 30' 30' 11 _,- LEASE—L•• ! .• EXISTING / .-_-___7'_ __ 1^iI'.n PARKING Z i • _.--_ __--_ ^nn�'_� OFTFIICER97E f29,528 SF:6779 ACRE) W _7-- ,3 GARAGE SITE f20,157 SF 4610 ACRE) d Z T---` =---I--1-r�° CITY OFFICE BUILDING AREA PARKING STRUCTURE AREA 0 0 1 STORY :'j_ -- 1 FIRE STATION- 1ST FLOOR 11 916 SF 1ST FLOOR 61 STALLS -3 1- _ OFFICES 2ND FLOOR 20.960 SF 2ND FLOOR 65 STALLS W COMMERCIAL `✓, "` l' /,-TT++-{` �----1s 1 STORY 4TH FR 23,000 SF 4TH FLOOR 66 STALLS W �.�^";,� + COMMERCIAL • -- 3RD FLOOR 2},000 SF 3RD FLOOR 66 STALLS W Z n I `. I I • e 5TH FLOOR 23,000 SF 5TH FLOOR '66 STALLS Q = in I '�L' 7 67H FLOOR 23,000 SF 6TH FLOOR 67 STALLS CO _J I e TOTAL 4124,876 SF 6 BOORS x 18,639 SF/FLR. •Q Q • , • ;�. P 1ST RR GARAGE 12.494 SF W 6 STORY i :EASE='r o TOTAL SF 4137.370 SF TOTAL SF 4111,834 SF _ OFFICE 1-' 11_' H o PARKING 33 STALLS PARKING 4391 STALLS f124,876 SF �--- -- , 9 ::,— - .W C o 1 „5„ f132,370 SF TOTAL �- ��-Ly-:- �I II III ` -% 109 - SF O O 1- �; I�i C ram- +\� ': O PRN OUSTINPEWRVAR%FR AF CE t2100R ,_ -�i_TiI — -- COCC n Z .{._ f l ��x�' PARKING IMPERVIOUS SURFACE f20.151 SF v ' 5 `'�£'�� PREVIOUS IYPERNOUS SURFACE f889. W 1-' ._-i'-- 1 `'-; h '" -- \ ALLOWABLE BUILDING HEIGHT 95'-0' -+=-L PROPOSED BUILDING HEIGHT j- •I~1=T K PARKING GARAGE t65-0' UNE OF OFFICE F- f. - ---— _-_�i - REQUIRED PARKING 420 STALLS FLOORS ABOVE :. • ■ I �� •-,x '� '-_ OFFICE MIN.3 STALLS/1000 SF 375 STALLS ---- -------------�' o '�� I-, --- -- '1' STALLS DESIGNATED TUO REPLACE 45 STALLS - , I o -1-_<- o__._ ______ _ (SONG STY STALLS ARCHITECTURE ,�_ ' -, '- ^-- -- --n' PROPOSED PARKI C --� - ---- - ' PARKING RAR4 TOTAL PARKING 4424 STALLS and PLANNING 7(^ -- I STALL 110 OFFICE • 11$ __-_ -- PARKNG 3.34 STALLS/1000 SF OFFICEROYCE A.E.G.PR/NC/PAL /t 1° -- STRUCTURE 300390TH AVE SOUTHEAST ' ;O5' I • OFFICE PARKING(INSIDE BLDG. 33 STALLS •_;' ---- _ _„y f111,834 S EXISTING STANDARD STALL 7(- 3.) 17 STALLS [1�" MERCER ISLAND.wA-63, .OB' y___. COMPACT$STALL(1'4 x16 14 STALLS I]06123666C9 FA%330-0da) ! - _ PARKING ACCESSIBLE STALL(B'a20') 2 STALLS • O. - -^ - 1 BIKE RACK 10 BIKES Co T ( •-� PARKING GARAGE f391 STALLS 3 ((_ >W� `.- COMPACTDSTALL(7�-44x13)) 195 STALLS - Q 109'` ' , . ACCESSIBLE STALL(8'x20') 8 STALLS a 1 BIKE RACK 10 BIKES Z 115.10' 6 CONSTRUCTOR /\ OFFICE TYPE I-FR \ GARAGE TYPE II-FR i• \ NO DESCRIPTION DATE SITE PLAN APPROVAL 11-20-EU _,--.-------___ I 4 • REVISION-Lltt 1-23-01 / CITY • 1-3 STORY 1-2 STORY MUSEUM I COMMERCIAL- COMMERCIAL ;I I ,I • 1 p . / . . I; . OVERALL SITE - -•----------'-'-------------- II . I I PLAN I'' STONEFIELD DEVELOPMENT CITY CENTER BUILDING JRENTON,WASHINGTON / • \ 0 15' 30' BO' 90' , File:99066/SITE }R.DWG r JOB NO.: 99069 SHEET NO OF: ' S.3RD STREET NORTH DATE: 4-03-00 DRAWN: RAJ A-1 OVERALL SITE PLAN 30' 1 CHECK: / A ADD STREET TREES 3 IOC. I S.2ND STREET q CONE �15'-0'• 105'-0' A� Oa1 9Vu 120.07L \ / \ \ Lj N r : --.-1 —EXISTING CURB 1.0E ' : -i- CUT I I'.' I I PARKING Ti-- 1 1 I i : I PARKING I--L-�(: I SITE AREA Z 1 60'-0- OFFICE SITE 129,528 SF 6779 ACRE) W I I I ' I.„'. : ' I I ILYI(, F 1 20 ACRE) 1 k - • I i l ! - 0—DUSTINGS-MEET STREET OFFTCE BUILDING ARFA PARKING STRUCTURE ARC S tit 1ST FLOOR 11,916 SF 1ST FLOOR Rill] R..„..„,,,,,,,,, ---T TREE 2ND FLOOR 20,960 S 2ND FLOOR I %1. % ; ; I I I ' 4TH FLOORFLO 23,000 SSFF 4THH FLOOR 66 STALLSALL l Z I 51H FLOOR 23000 S 5TH FLOOR 66 STALLS = 1 STORY �. �,1�, I ! T. • )X 6TN FLOOR 23,000 SF 6TH FLOOR 67 COMMERCIAL Is I I- ��. /.,i / ■ I I I I \ I _ CITY TOTAL 3124,876 SF 6 FLOORS a 18.639 SA/FR. Q / ,/. , `EXISTING STREET FIRE STATION- 151 FOR.GARAGE 12.494 S J _. I i D LIGHTNC .H 1 STORY OFFICES TOTAL SF 3137.370 SF TOTAL SF 1111,834 SF W COMMERCIAL I I _j , i c D PARKING 33 STALLS PARKING 3391 STALLS W I O - -- I ! ' I r I ® OFFICE IMPERVIOUS SURFACE 329,528 S Z o e ■ ! PREVIOUS IMPERVIOUS SURFACE f00R f- ` ' 1 1 I 3 PARKING IMPERVIOUS SURFACE 320.151 S O Z 1 PREVIOUS IMPERVIOUS SURFACE 188% CO CC 1-- W 7— l i S 89'09'44'E 115.11' ALLOWABLE BUILDING HEIGHT 96'-0' PROPOSED BUILDING HEIGHT -72 I I S = ( \ \ \\\\1 OFFICE 386-8 * —J I I o I~II•I y.•, \,, \ \\�\- PARKING GARAGE 365'-0' k( 4' `\\�\ REQUIRED PARKING 420 STALLS \ `-� .d OFFICE MIN.3 STALLS6f000 S 375 STALLS fi— 1 j I. //��.• / - j STALLS DESIGNATED TO REPLACE 45 STALLS '^ -I— ITI ITT 7 'S _".: / -. \1 EXISTING Gtt STALLS W1 PROPOSED PARKING ARCHITECTURE I I I Q I b l v PARKING RATIO/TOTAL PARKING±424 STALLS a n d PLANNING 20• I I t' SF >�-_ 1-I _ ( 1 � 8it'38' 1 STALL/294 OFFICE ■ Ii -C z X w` 3.39 STALLS 1000 S OFFICE ROYCE A._r ONE Q F I • / 'L 1,', 3003 TA AVEE SOUTHEAST WAY ; I OFFICE PARKING(INSIDE BLDC. 33 STALLS I I <L MERCER ISLAND.WA.9E040 - o STANDARD STALL(e'-4 KW) 17 STALLS I e-d • COMPACT STALL(7'4 x13) 14 STALLS IN6123Ddda8 Fw%2l0-dd<7�k ACCESSIBLE STALL(8'r20') 2 STALLS •J -_1— ' I L xx11I' 1 BIKE RACK 10 BIKES ._._ _ rr •I )X Cr) i'19'-0 PARKING GARAGE ±391 STALLS ■ ' • j I■i UP DIN STANDARD STALL F 4'16) 188 STALLS 8 •,_ �: I\ d 0' COMPACT STALL(� 4'x13) 195 STALLS _ EXISTING TREE D o ACCESSIBLE STALL(8'.20') 8 STALLS 6 STORY • �� `— ) AND TREE-WELL ,,, I I 1 BIKE RACK 10 BIKES OFFICE Ic 1 TO BE RELOCATED R," o -1-=r G ON UP N * CONSTRUCTION 1124.876 SF NEW STREET F. ,. OFFICE TYPE I-FR 1132,370 SF TOTAL - TREE&TREE-WELL I 3 6 STORY GARAGE TYPE II-FR LOCATION r '` `�!� 1 ' •• '■- j �• I7``. � PARKING NO DESCRIPTION DATE ' 1 I , j 1 1 ..1, • STRUCTURE 1 I I 0 e p ` 3111,834 SF TREE INVENTORY N SITE PLAN APPROVAL 11-20-00 TREES ON OFFICE BUILDING REMSION-CITY 1-23-01 N r\ ! I g SITE TO BE REMOVED 1(14'DECIDIOUS) \ I TREES ON PARKING GARAGE -- - N 89T18'32'W 115.8' i EXISTING SITE TO BE REMOVED 10(SF-14"OAK) _ I PARKING 2 6'OAK) % 15'-Y 100'-0' NEW STREET tt —• I 2 8'OAK) J f A f TREE&TREE-WELL 0 I,0'0• - ! 1 10'OAK) E%ISnNC LOCATION O .d �T 2 12'ON() _ ALLEY 105'-SF NEW BEACH SEAT �— I 3 1TR OAK ,, 2 LOCATIONS I EXISTING STREET TREE 1(2'OEGDIWS) — , TO BE RELOCATED 1 STORY EXISTING TREES V, \� I STREET TREES TO BE ADDED 6 'DEG WS)DI I COMMERCIAL TO BE REMOVED TYR.,a` 1 �; -I., (2 - - - SEE TREE INVENTORY EXISTING,STREET D N 8999•U•W .,,S.,D. SITE PLAN • TREE EXISTING • 109'-SF 6 5�^ppyED ALLEY STONEFIELD DEVELOPMENT ' CITY CENTER BUILDING COMMERCIAL j/ RENTON,WASHINGTON / • • , 0 10' 20' 40' NO j\ File:99066/SITE-3R.DW ,•G ' i II gem1-a20. /, JOB NO.: G9 SHEET NO OF: NORTH DATE: 4-03-00 DRAWN: RAJ A-2 SITE PLAN 20' 1 CHECK: . ' I T I I 0 - - .--- ._ .. • O _r-AELEy-, ----I - - --- 4- - - - .4-----. - - - 44. ROLL-UP DOOR IT I In rE73) .._ _. GATES I 1.12:LIPOSSI•LI-1,-.-f::II i____1 13 10 In -- TRA-RcAIFCL ;Nilipt-ti 17 ---im 1.117;-• _ .1.4 I U I 1 f 1 I I I-LAltgvr STORY 2 I 4-\ I e . 3 2 1"1 O 3'''' .2C; 30...CT CC.0.1:[03.41 j '--> GARAGE 3 --- __ __- /A ,7" 13 -43 13 2„.. .0 ":7 2 ' ' O -! 4Ik BIKE RACK h. 1 N A , _., 11—7' , . . . , , : . — • ' • 4, - -ELECT-mon :• lk , . . 1 — -- MM : mil-- ' 36:-3• OFFICE. .. 1 • II ._II A :.-. ' 1 • '.s, • u 41'.7 b NEW TREE WELL 3 LOC. = r-If* l_l Z riCICIII La c_ Z ° fl-n-fl 2 rim 3 i IT -. •.i 'Ai 1 ' ' ---r—1 LIWAilkA ! • — . 15.—oje LLI 11.1 T 1 . i • . • i •_ : , . . 1 _I__! . 1 ; __r_r_, T.-1 . i 1 • ' I ! ' 9 . 1? I—CCE19 Ft 0 a) CI La 18o• 24O• 1.3O• ,,, I I I : I I A 1 Qv LLI 0 ip I 1 . :. --1--f----r-----", ' : : . , ! ,'. —.---r— l -4— : 1-- ,I , ; I , , 1 . I : , - •-• . . . :--H------Am, -- ---. ,•-.— • , . . , ' Es- , co 1- (LI La CJ3 CC 24:-O• 1 i I , . II I: i , • ' :il I I I I I . ,& b ' MIN.STD. 1 7- , , . • , . . , • . ! :OFFICE ! i . ' . ,- 1 , i .1,5-4 , 1 ! E i 1 i „ 1 _I, LOBBY ' IIII.411° Irr . c..r..! •i•0 EXIT - I--I- - -- 13 14 i • • 1 I , I I i i 1 I I I i MN - • I ; . tw _: I .,.._ I : . ; I ; ;-44,- : 1 1' -"------i. 3 \ I ...!-.4 13 12-a ....,,, , , i . , .I : • • , : , : , , , • .. • , , ; 1 , . T , , ,—,-- I , .___ EXIT .... .. . .. ' A RC HI TEC TU R E and PLANNING 13I-Cr ' ; • I ; : • I I I ; O \ ININ.COMPACTI tr. 7 r ; , • . i • • -I ! ;1 - 3003 BOTH AvE SOUTHEAST NAERCER ISLAND.WA.98040 . I . ' ' ' (205723045Q FAX 230-66,17 , -..5:,,,, ,• . . , I 27:-.3• 15--O• 12.-6• I, 25:-0- ,,5*-0:, 25-0 ..e5-0-, 25.-0" -CC, 25.-0:' 25:-O• /5.-0> 40,;0• :-0>/ ....,...., 249:-9• EXISTING ROLL-UP RELOCATED TREE WELL DOOR TREE YELL MAIN AVE. SOUTH MICE pARKING SIROCTURF NO DESCRIPTOR DATE LONE WAY) 1ST FLOOR 11:916 SF 1ST FLOOR 61 STALLS SAC PLAN APPROVAL I1-20-00 2ND FLOOR 20.960 SF 1ND FLOOR 65 STALLS RENSONS-CITY 1-23-01 3RD FLOOR 23.000 SF 3RD FLOOR 66 STALLS 4111 FLOOR 23.000 SF 4R-I FLOOR 66 STALLS - 5TH FLOOR 23.000 SF 5TH FLOOR 66 STALLS 61H FLOOR 23.000 SF 6TH FLOOR 67 STALLS TOTAL 3124,876 SF 6 FLOORS x 18.639 SF/RR. _ ISO FIR.MACE 12.494 SF TOTAL SF 3137,370 SF TOTAL SF 3111.834 SF - PARKING .33 STALLS PARKING 3391 STALLS PARKING RATIO/TOTAL PARKING 3424 STALLS • 1 STALL/294 GROSS S.F.OFFICE ' .39 STALLS/1000 S.F.OFFICE 1 CONSTRUCTION OFFICE TYPE I-FR GARAGE TYPE II-FR 1ST FLOOR PLAN STONEFIELD DEVELOPMENT E 1ST FLOOR CITY CENTER BUILDING RENTON,WASHINGTON• • . . . . '1 • 0 51 10' 201 301 AO, File:99 0 66/CCTR-A 1.DWG 1- i: 1........ . -II JOB NO.: 09088 SHEET NO OF: NORTH DATE: 4-03-00 , i DRAWN: RAJ A 0 1ST FLOOR PLAN 10 1 CHECK: • I _ ' .. . - . ' • . ... 1 I LINE OF ROOF BELOW \ n \ \ - Pill ^Dj n r 36'3' 0 - - OFFICE __ --_ • O' . . . i : • ' ' :.: frillnil > z 1 . - - - - o < - �- -- - 1 . , . OPEN TO y - - - BELOW • ^— •—'— • • -0 — — FFICEo r-- and PLANNINGI PR �_._____-._______ —. ___—_._- , ' , ' , ' , , ' • . , o300 8 T BERG.SOUTHEAST i • •� I 1 300]BOA.AVE SO INCIPAL • MERCER ISLAND.WA SEGO r 4 = , , , , *. , , . , J \ k ROM PAY 23066, • A. 19.-9' ra-0> 25'-0' ,'-0' 25-0' rs'-0;,. 25-0' r5'-0w 25'-0' ,3'-0'„ 25-0' ,O'-0' 25'-0' r9'-0' 30'-0' rs'-0-A, 10.-0' r 249'-9' �E PARKING STRUCTURE NO DESCRIPTION DATE 1ST FLOOR 11,916 SF 1ST FLOOR 64 STALLS SITE PLAN APPROVAL 11-20-00 2ND FLOOR 20,960 SF 2ND FLOOR 65 STALLS 3RD FLOOR 23.000 SF 3RD FLOOR 65 STALLS 4TH FLOOR 23,000 SF 4TH FLOOR 65 STALLS ' 5TH FLOOR 23,000 SF 5TH FLOOR 65 STALLS 6TH FLOOR 23.000 SF 6TH FLOOR 67 STALLS TOTAL *124,876 SF 6 FLOORS:18,639 SF/FLR. - 1ST F.R.GARAGE 12.494 SF TOTAL SF. t137,370 SF TOTAL SF t111,834 SF PARKING . 30 STALLS PARKING ±391 STALLS PARKING RA110/TOTAL PARKING 3421 STALLS 1 STALL/301 GROSS S.F.OFFICE 3.32 STALLS/GROSS S.F.OFFICE CONSTRUCTOR • GARAGE TYPE II-R 2ND FLOOR PLAN STONEFIELD DEVELOPMENT 2ND FLOOR CITY CENTER BUILDING . RENTON,WASHINGTON • • 0 5' ID' 20' 30' _\ File:99066/CCTR-A1 DWG I re Io' -� JOB NO.: 880e9 SHEET NO OF: NORTH DATE:DRAWN: 4�RAJ -00 A 4- 2ND FLOOR PLAN 1 CHECK: l I I I - n�1 L I . o0 —=.t- —.I - - - (off o OFFICE Z LU �— NI ■ - a O PM w 0z_ o M111111111111 ililillllii -- 0 1 — z .-- — —■ ■. ---■—= ■ . — 1— - t~n cJ 1JC1 . - — - OFFICE • =— -. _..__ _____-___ __ _.__-_--__ -_ - ..___---- —____, ______.__-__.. and PLANNING -_-_-- ARCHITECTURE _'. . r r r . r r i __-T_—I_—_'_-_.___.___L----- _._ ROVCE A BERG.PRINCIPAL I... Illsr , r �, = I -, , r r r r f •3000 BOTH AVE EAST rnERCER ISLANDND.WA WA.90040 12061230-6640 FAX 230-66.7 • r5'-0A 25-0• ,5-OA 25-0- . ,D'-O> 25'-0- ,5-E•, 25-0- 25.-0- i5'-0'‘, 25-0- A5-0A 45'-0- f 230•-0- • Ma ?AWING STRUCTURE NO DESCRIPTION DATE 1ST FLOOR 11,916 SF 1ST FLOOR 64 STALLS SITE PLAN APPROVAL 11-20-00 2ND FLOOR 20,960 SF 21,10 FLOOR 65 STALLS 3RD FLOOR 23,000 SF 3RD FLOOR 65 STALLS 4TH FLOOR 23,000 SF 4TH FLOOR 65 STALLS 5TH FLOOR 23,000 SF 5TH FLOOR 65 STALLS r 6TH FLOOR 23,000 SF 6TH FLOOR 67 STALLS TOTAL 4124,876 SF 6 FLOORS B 18,639 SF/FLR. 1ST FIR GARAGE 12.494 SF _ TOTAL SF, ±137,370 SF TOTAL SF ±111,834 SF PARKING • 30 STALLS PARKING 3391 STALLS PARKING RATIO/TOTAL PARKING±421 STALLS 1 STALL/301 GROSS S.F.OFFICE 3.32 STALLS/GROSS S.F.OFFICE CONSTRUCTOR OAR GE TYPE II-F TYPE I-R ' GG R 3RD THRU 6TH STONEFIELD DEVELOPMENT FLOOR PLAN - 3RD, 4TH, 5TH & 6TH CITY CENTER BUILDING FLOORS RENTON,WASHINGTON 0 S' To' 25' 3D' File:99066/CCTR-A1.DWG r e 1--10• 1-� JOB NO.: 09086 SHEET NO OF: NORTH DATE: 4-03-00 DRAWN: RAJ A-5 3RD, 4TH, 5TH & 6TH FLOOR PLANS 1 CHECK: TOP OF ±86'-8' MECHANICAL SCREENING P03 PARAPET t\ 1 I - 1. I 1 1 l / PRE-CAST CONC.PANELS 6TH FLR. ±71'-4" (-1-1- -1 .1:1. 1 „' I i #-f- ( 1 f 'l 4 1' i I - # E ( ` -t k j-t - ',t i - J ,1,." vl•' t t t 1_ I t-'1--: 'I 1,l 5TH FLR. ±57'-6" - --#'I - t - I. ' ( f (- i -- ( I z 1 . ! ,- i j--'-. INSULATED BRONZE t L._ _,-lam 4TH FLR.t43'-8• .1- }.1- }:' :'(-;1`,'f:.1:., '.-i'.:('-...It(.;, .}sir_{-['s ..:IP}5°i::i('? .. i' { 1 TINTED .. _ v GLASS TYP. 3RD FLR. ±29'-10' _ 7777 *`1-"I;,;i:: .:. J , DARK BRONZE [ ,I I } - i `I,'s:,[j 1 _ ( /- PRE-CAST CONC PANELS ;,;:1 I � . � .. 2ND FLR.t16'-0 10 s�'Xt� =% =+ - t f .e.- p g �-j�$ ��',y�: I 8 I a_. ARCHITECTURAL LIGHTING' If1, 1ST FLR.f0' — r� .�.�. _rye,=_'' s(=',I. ' ENTRYCU Z u ' i } 4f1t' RECESSED MAIN Z GARAGE ENTRY DOOR ENTRY TREES C STREET •TYPICAL NOTES O MAIN AVENUE SOUTH ELEVATION (EAST) 1/16' 1 L 0 _Z CO PARAPETTOP OF 86-8" TOP OF f86'-8" • fW -- PARAPET J. - ---.J / LL I O • 6TH FLR. t71'-4' I�®��� ®®�� (I��®iM®I� _1. .. I °rl k',.. {' '`. #" Z Z - -�!Q ral Z1/f01l'11 a'd0' 12 • 6TH FLR. f71'-4' t0 IIEIIl�114i Ili®Ili_1l 11!®�11111� COI— CD 1E2 5TH FLR. t57-6" i.. `.i '(.'( },:.# � , �—�—�—N 5TH FLR.t57'-6" . _ - -1 - f MI-M-M-NI - i 4TH FLR.±43'-8" ®� .::= i..,. 4'c. 1::-i"-'1 "1"c�.a.;-�-`•}"'=.i 4TH FLR.t43'-8" - _ - 3RD FLR. f29'-TO" - - ® --ninsoil r_ -`-.::5; . -!)'.:'i;-Ii: -(:.L>.{_p.[:, ®�® 3RD FLR.t29'-10" - - - t ARCHITECTURE a� and PLANNING . .m®In� 1, �� I 1,. , ROYCE A.BERG.PRINCIPAL 2ND FLR. t76'-0' v '`.IL _[_:. -- IC [C^ 300380TN AVE SOUTHEAST - ` -.1 2ND FLR.316'-0". ¢ a p,. ¢p T '' .nERCERauNo.wa veoTo III,' p p •, ' -2 8 Fy i-E-' $— (Ab1�3666<BEA%]]666�I 1ST F . ±0' ALLEY 111= ! 0\\\\\\\\\�� \\\\ ? ?�t . MAIN ST. 1ST FLR.±0' MAIN ST. ,'.1 (((F 4 .,...'- {'-. ..i [ {_"' ..I.. AOD STREET TREES,�LOCAnONS ELEVATION @ PROPERTY LINE (SOUTH) 1/16' 4 SOUTH 2ND STREET ELEVATION (NORTH) 1/16' 2 NO DESCRIPTION DATE TOP OF ±86'-8_ • SITE PLAN APPROVAL II-20-0C PARAPET --- -----_ -_ - —- RENDQNS-CITY I-23-0I 6TH FLR.±71'-4" ',k' B r 1 - } } -- .-® I I -.. { t j �� ! 5TH FLR.t57•-6_ + i- En ('ti : -II Ili (• 11i: i' '5. i-- 11[, 4TH FLR. t43'-8 � — 4TH ., - [,^®:.,;, _ ELEVATIONS 3RD FLR f29'-1_Q. �------ — -- — ��������� -----. 2ND FLR.t16�-0" '"i� ®®®®a1l _ ®®®®I�®®ssumll : =: 1ST FLR. t0' 1=-10 ����I . I I ' TPAINTED NETALTRASHENCLOSURE��� .miommil>mtiffigi- -iommom DOORS FBe:99O66/BLDC-ELEV.DWG,- JOB NO.: BB088 SHEET NO OF: GATE: 7-24-00 DRAWN: O8 A-6 ALLEY ELEVATION (WEST) 1/16' 3 CHECK: . .. 1 .....4 - , jj //// / A_ `FENCENGA • TCLOWER FLEKL �I 775-0' f ALLEY rdfli - --- - ------- ----- -- - -_ 18'-6�_ f 8-3•�.,/ 23'-0• A. 23'-O' f,f 23'-0• f,/ 23'-0• 6'-9•f 23'-6' f XIT I 1—q ��� j+ �` I .. • I n n n fl % I I(I I I I III U i' I EXISTING STAIR W 11 /` VAN I� -wit- 16�C �j ///1/il 1! I a I� Z 6'-4.A 0Rn_il O al _ e DN-7 -I \J a LLI / li I Z 1 17 w C o G G G G G G _I C G G c c c c c c c c 4 / Z © z If T EXISTING STORY EOUIP. EXISTING 2 STORY • „, BUILDING j / RR�OOM)/� j j _ __- BUILDING j-6•HT. �`C/ /// C C C CC C C C C C C C C C14 \/ I / 'FCHITECTUR: PAINTED STRIPES. tl PLANNING E—DN TYPICAL c / ROYCE A.BERG.PRINCIPAL 1 t+'' ROY BOTH AVE SOUTHEAST PRINCIPAL P, 0.5-0• B'-0• MERCER ISLAND.WA.2B0<0 /-- / f UP� / (20612]0.66a8 FAX 23P664) STAIR(1 e �'� 1 '•,BIKE RACK r i j \CM 0 •I 12 // UP EXIT ���j y� N W I 'm _ f AT _ -J. �� NO SITE PLAN D PLAN APPROVAL II-20-00 ENTRY �BE HUNG nI REASON-CITY 1-23-01® na BEUNG- NCH r Qa C C\_/-6/' 15-0• f 20'-0' f6'-0'f 12-0' f6-5f 12-9' / 23'-5 23'-0• 23'-5 I. 25-0• f 22-3' 10'-0• .i' �2'-0 f• 2-0• C2-0• 2'-5 2 0 NEW STREET • • NEW STREET MAIN AVE. SOUTH NEW STREET TREE TOP. TREE TOP. (ONE WAY) TREE TYP. EXISTING STREET EXISTING STREET EXISPNC STREET EXISTING STREET TREE,TYPICAL LIGHTING —11.- UCHPNG TREE.TYPICAL PARKING GARAGE STONEFIELD DEVELOPMENT 1ST FLOOR PLAN 1ST FLOOR CITY CENTER BUILDING RENTON,WASHINGTON 20' 30' ,A11File:99066/GARAGE-PLAN.DWG JOB NO.: SSOBB SHEET NO OF: NORTH DATE: 7-21-00 A DRAWN: OS A-7 1ST FLOOR PLAN 10' 1 CHECK: • I: nI• , '1 171.-0- 28'-6' /8'-3"., 23'-0• / 23'-0• i.� 27'-0' 23'-0' �. 6•-9•/ Ifi'-6" 02'-}• 2•-D- L2•-� L2•-CC -D �2•-D• f I' • DN II . C IUPI z C ' STAIR#2 EXIT LU -i•,. mil ., I --� 17` 0- fI( iI Z /• • ///r DN > 0 j ./ -4• A 16 Z j J J J J J Y J o J J J O J J J J J O �, W • CC TiC C C C rG C C C C C C G. C G C 1 T I ' 6'H CURB 16 T. \ / / ARCHITECTURE —DN aonyc PLANNING.. .-) R0038 T BERG.PRINCIPAL l 1;" 300066IS AVE$WA.960$T e2ERCER ISLAND.WA.98040 J5'-0 6•-0 ,/ DP > IZJ61230.46C8 FA%23!?66d) STAR#1 .. 17 iE V .. /,- a EXIT 4 T.f pm W vip • NO DESCRIPTION DATE ----�--' SITE PLAN APPROVALTI-20-00 AWNING AT REMSION-CITY 1-23-01 . 2ND FLOOR I 6'-0•„ 12•-0• A6•-0", 12•-9' // 23•-0• .IC A. A,1!23•-0• 23•-0" 23'-0• A 22•-3' A, 10•-0- f �2•-0" 2'-0' 2'-0• `2•-0• �2•_0• • • PARKING GARAGE • STONEFIELD DEVELOPMENT 2ND FLOOR PLAN 2ND FLOOR CITY CENTER BUILDING SIMILAR H & 5TH __ I„ I 3RD,4TH&5TH SIMILAR RENTON,WASHINGTON 0 5' 10' 20' 30' File:99066/GARAGE-PLAN DWG VW t•.t0' JOB NO.: wee SHEET NO OF: NORTH DATE: 7-2F00 A Q DRAWN: OS A-8 2ND, 3RD, 4TH & 5TH FLOOR PLANS - 10' 1 CHECK: 1 . n�I 1 i • q nr-0- 28'-6• �.6'-3• 23'-0• 23'-0• Z. 23•-0• 23'_0' 8'-9• 16'-6• 5'-OZ'-}- L2-D L. 2-0• L2-0• 2-0- 11 L6 7V// �//// o o Tom' E-UP W 2 • DN� 2 Q (--,--- �'Tva�" L.T. , z 16 zo0 jJ O O O O O' J o J O J O J O O O O O 1- n W I T , . _ ,,, . ,, C C C C C :,C C C C C C C C C C C C C jS 6•CURB HT. \ 18 A. I \ -ON ARCHITECTURE and PLANNING 17 I I•„ ROYCE A.BERG.PRINCIPAL 3003 80.AVE SOUTHEAST MERCER ISLAND.WA.98040 UP (206)230.66.FAN 230-6647 STAIR#1 of ON EXIT O4 + _W w w i Th, , NO DESCRIPTION DATE -J SITE PLAN APPROVAL 11-20-00 . ,/ REWSION-CITY 1-23-01 „6'-0•„ 12•-0• A6'-0•„ 12'-9• •/` 2 0- 23.-0• C2'-0• 23 0- C2'-0• 23•-0• C2-0• 23-0• .�2-0• 22'-3• , 10'-0• - • • PARKING GARAGE STONEFIELD DEVELOPMENT 6TH FLOOR PLAN 6TH FLOOR CITY CENTER BUILDING RENTON,WASHINGTON 0 5' 10' 20' 30' alk File:99066/GARAGE-PLAN.DWG to' JOB NO.: 09088 SHEET NO OF: NORTH DATE: 7.21-00 . DRAWN: 03 /"�_v O 6TH FLOOR PLAN 10' 1 CHECK: . TOP OF t65-0' ' ELEVATOR/STAIR TOWER OPEN OPEN ELEVATOR SHAFT I I I - i i I - . 5TH LANDING t51'-0' :',:'a%,'s t:J''";1., -,,,, „. .. , ,. . __ 1— PRECAST CONC.PANEL '1 4Ti LANDING t41'-0' _ -- rl -- Tr. = 3RD LANDING t31'-0' rabl 2ND LANDING t21'-0' P.' ��®-- P.L. • anzin 1CT 1ANDING t11'-0 ¢ _ s� - I' 1� 'It —InTOM jakVA " 'r GROUND LEVEL t0'(U44.6.ELEV.) „/ -��--- I' ,A�����.',, .I_L-F- - I � 1 I — III ilii I- C T GLASS GARAGE ENTRY WALL HUNG `WALL HUNG W • ENTRY BENCH BENCH ARCHITECTURAL LIGHTING d L� Z &5 HANGING PLANTERS 0 91 • W/SEASONAL COLOR •TYPICAL NOTES P1-11 F- MAIN AVENUE SOUTH ELEVATION (WEST) 1/16' 1 W CJ ZC7 o co 0 ELEVATOR/STAIR TOWER W TOP OF 265'-0' W I Z ELEVATOR SHAFT ( O O Z 6TH LANDING t56'-0 , l- I- 4 1 ) I 5TH LANDING 251'-0- ' =I,��NI�N®S�NSIMmMMINMEICO CD L' STH LANDING td6'-0 " 4Ti LANDING t41'-0- -- ---------- 4TH LANDING t36'-CF I '^ 3RD LANDING t31'-0' -- - " 2ND LANDING 221'-0' 3RD LANDING t26'-0- - ����/j�y j / / / `Y".8 2ND LANDING 216'-0. // // I. ARCHITECTURE 1ST LANDING t11'-0' r�j /�/i j// /////�////' f �� y ___ - ._. - and PLANNING / / / / / 1ST LANDING tS'-0' S / / / /// / //��/.// 1 C- ROYCE A.BERG.PRINCIPAL ( ALLEY ///// // Li;< 1 I // j/j///j /// 4 3003 BOTH AVE SOUTHEAST GROUND LEVEL t0' t44.8 ELEV) �j////. ////j / //, MAIN ST. MAIN ST. I' //.////i�//////'/%FYi�/// mERCER ISLAND.WA 90040 GROUND LEVEL t0'(t44.6 ELEV.) L / ALLEY 12061230.664E FAR 230e642 NORTH ELEVATION @ PROPERTY LINE 1/16' 4 SOUTH ELEVATION @ PROPERTY LINE 1/16' 2 NO DESCRIPTION DATE SITE PLAN APPROVAL 11-20-00 REASONS-CITY 1-23-01 OPEN 6T1 LANDING 256'-0. ==n IMMME =�ileMI ZEM Q� 5TH LANDING t46'-0' I� 1 7�0'i ���� -- , - 4TT LANDING t36'-0- Iilimona;meannOwnsiza !_�� - - - 3RD LANDING 226'-0 Ip ------- GARAGE 2ND LANDING 216'-0 ELEVATIONS P.L. I =nih2S5"17--tgt=Lrrr!15M:MIM P.L.1ST LANDING tS'-0' I�®_v_-, v^L -1611= ------- - GROUND LEVEL 20'(t44.8 ELEV.) ----- AME�a--�...u.m��E■■� FiI e:99066/GAR AGE-ELEV.DWG ' FENCE EXIT FENCE 0®1ST SECURITY LEVEL JOB NO.: 08086 SHEET NO OF: • DATE: 7-21-00 DRAWN: FFS A-10 ALLEY ELEVATION (EAST) 1/16' 3 CHECK: . 1 I \I\ I P I & I i COMMERCIAL � O� I DEVELOPMENT PLANN•ING O l <be ( CITY OF RENTON r01 n IjAN 2 6 2001 • ' 'J O 4 ONE Y RECEIVED STREET TREES X( I S. 2ND STREET 0 \ fI.IL_' , ° • U1�20.0 1 I II 115' l_-1 f I [limici-ki'—li � 30' 30' I nnnI FASIu►JI hEXISTINGE PARKINGI. ~ 11I SITE AREAZ n" L If SF W OFFICE SITE 29 528 .6779 ACRr EI ( �;. : .+>.: .;::>'-:.:-,::.;,:r.:'':':':<; :°'.:.:;:`':>:,.: GARAGE SITE k f20,151 SF .4620 ACRE) ° TY a. Z / 5TA OFFICE BUILDING ARV PARKING STRUCTURE AREA T} EA O:.Af I--_.; I��(S- I :Qf.CFS..,. 1ST FLOOR 11,916 SF 1ST FLOOR 61 STALLS J �' 2ND FLOOR 20,960 SF 2ND FLOOR 65 STALLS 03RD FLOOR 23,000 SF 3RD FLOOR 66 STALLS >ILI I&D Z --_., :..:....:::..: :.;:�:;:;•.:'".;....::....,;,; I . I d .:;: > ':'-'::.,;:';::::.:...._:,.:::: 4TH FLOOR 23,000 SF 4TH FLOOR 66 STALLS ;z;:,% '�:..: :>.,<.:..::::::.. .:.:>.<.:.::<..:::.:.:;.... I ( _ TH FLOOR 23,000 SF 6TH FLOOR 66 STALLS c......... 00 6TH FLOOR 67 STALLS 1 X :- %•''::<:::,:::'':'rz:. ::.:.:;:,.>;:. TOTAL f124,876 SF 6 FLOORS x 18,639 SF/FLR. CI CO / 0 T f i 1S FIR.GARAGE 12,494 SF J , i , o TOTAL SF f 137 370 SF TOTAL SF f 83 1 111 4 SF W --- i t L'11 G i;,, : ':-: .. PARKING 33 STALLS PARKING ±391 STALLS 5fi 40p76:.SF:':r:i;:::;.; f I _ \ LL Z I ' 1 , t i W Q.: T 109'` OFFICE IMPERVIOUS SURFACE f i FFl E I ERVI RACE 29 5 8 • ?i i I 2 SF I 'o \ P Z i PREVIOUS IMPERVIOUS SURFACE 100x I i i I d O t I I . Z . i i - � a_ I _ PARKING IMPERVIOUS SURFACEf I 20 151 SF s' I i H W PREVIOUS IMPERVIOUS SURFACE f887. - i 1 i t I I Q I t , ( I 1 1 I 1 ■ ii - I � I i -i r � ALLOWABLE BUILDING HEIGH T 95' 0- _ i • �a PROPOSED BUILDINGHEIGHT I •- OF FICE f86'-8- i� - i 4 PARKING GARAGE f ' _ Ni; OFFICE:* 65 0- I I I R .. IM ..: • A94„ n L 1 J • { �° REQUIRED PARKING 420 STALLS rt rd a U ii OFFICE MIN.3 STALLS/MREP SF 375 STALLS ' l� "�' SIGNATED Tb R P AC o ^L -up o STALLS DE E L E 45 STALLS XI I I � EXISTING CITY STALLS , a' 0 •r — Y 1^, ? ,n �- - vi I l n ,\ } I .i PROPOSED PARKI G ARCHITECTURE ! I Y PARKING RATIO OTA ±424 • R K R Tl T L PARKING STALLS 6 STORY and PL N I A N NG � /N -tali 1 STAL 94 Sf OF CP RKINGL2 FlEAI 3.34 STALLS 1000 SF OFFlC E/ Y C° RO EA fi Is oC ERG PRINC PAL - — STRUCTURET1 I 3003 BOTHAVEX f111,834 SF OFFICE PARKING(INSIDE BLDG- 17 STALLS A SOUTHEAST .i =I MERCER ISLAND.WA.98040 I STANDARD STALL 8-4•xi6 17 STALLS <<J15;U'r`"..„,..:::.-„,-„.„,.::::::•....„:„ COMPACT STALL �'-4•x13' 14 STALLS 1 EXISTING ( ) (206)230 6648 FAX 230-6647 ow 0 O 4le PARKING ACCESSIBLE STALL 8 x2 2 STALLS -. 1 BIKERACK I r _ R 10 BIKES , GARAGE f PARKINGG A E 391 STALLS l W \ STANDARD STALL8'-4•x16' 195 STALLS v COMPACT si b 10 s' \ AC STALL �'-4•x13' 195 STALLS Q ACCESSIBLE STALL 8'x 0'E LL 2 8 STALLS LL 10 BIKES 0 CONSTRUCTI N OFFICE TYPE I-FR ... .:. .:.:::.. :. ..:: GARAGE TYPE II FR K INO DESCRIPTION DATE ., ..... .. .3 [,.... SITE PLAN APPROVAL 11-20-00 -. .. ::. REVISION-CITY 1-23-01t r y .. ''; <:.i::2 STORY. ;:;;':�:%'.:':,::..: . I [[ DE VELOPMENT OPMEItiIT �TOFV • n ', ;;;' :'. I.: ::.:. : :::::.�::::: ;: JAN 2 ;.:.:` . . .. ., OVERALL SITE N ... :;:.;. :; .:::.:::::..<::'::< : ..::';..:: ::....'.: E PLAN ...:..:.::. • .:. ..: :. . ::.:..: .. :.::.�..........::. :,.:':. . <::.,:..;:>'.::.•':.: ::.::<.:.:...:..:; ;:: :.:';: ':•:::: :.':::.:.:::. :�: ., , STONEFIELD DEVELOPMENT •�.. .::. . . . . , { I I a CITY CENTER BUILDING ..... , :::.. :.. .:�t�.�..:::..::::.:.:•:::!:.`::'...<..:..�',__'.:...:..'..�''�..�:,.,:.:,..:,:.�':;:`.';...�: RENTON, WASHINGTON Nf N .. ... . . a .:.. •... .':: ::•'`i+:.::'::�:•:': ,�::.:.'., ::.:�., ',::;.l.:::.�'.' :". .:: ... 2 .. J 0 15 30' 60' 90' ap File:99066/SITE-3R-DWG ,- S. 3RD STREET JOB NO.: 99088 SHEET NO OF: ,•=30 DRAWN F NORTH DATE: 4-03-00 OVERALL SITE PLAN 30' 1 CHECK:: RAJ A-1 8 4•1 ,.. L I I I I 0 ry — — —• ALLEY - - - - - - - - — — - - I ROLL-UP •o • DOOR I 1� �01 GATES o c '-0' 15'-0' '-0' '-0' 17'-0' Q ' I ./1 711 -.- -RA ———— — —— —- ;TRA CLj IitaTpI - \ ill III ' II :: : : 'ACi COPACT COMPACT COMPACT COMPACT 1 \ II o n 3 0 ■■■ I ■IU■■■ II i► o N �■�� LINE OF STORY n er:' �aeovE ' � GARAGE 2 Z= I�1 I■ OFF' �■ E F- C 1 11114111 ''• BIKE RACK ;1111111M11 _T=�I■■■ -- uI■ F On nn Lu2 3 2 II I--1 ~ ■31�_�■I■ I 51■■441; s,. • .■� 1■�■orrimmI _ l i LU CI CO I �� w / 18'-0' ;;o' g 13'-0' if 1 I Y�,,/ i, Z O Z 1 S 3 I 111 EMI I 11111 i IIMIMIIIIIMMIllillil M.11111. MIIIIIIIIMMI CM 0 IA .11.11111111111.111-MR 03 0) CC 1 s'-o' / 24'-0' 1 g I MITD. iiiuuuini.nrn Fill4 a EXIT IV U.■■■■ "■■■■■■■■■■■■■U.■ ■ I ��■ and P L A N N I N G 13'-O' I I 3 03 60 H AV E SOUTHEAST /MIN.COMPAC , — — —" MERCER ISLAND,WA.98040 . .... 1206)230-6648 FAX 230-6647 0 .� IO d I"I C III1hhIIIiluhUiP . , I , 27'-3' 15'-0' 12'-6' I 25-0' 0 25'-0' 0 25'-O' 5'-0' ' 25'-0' O 25-0' 0 40'-0' 249'-9" EXISTING ROLL-UP RELOCATED TREE WELL DOOR TREEWELL MAIN AVE. SOUTH OFFICE PARKING STRUCTURE• NO DESCRIPTION DATE (ONE WAY) 1ST FLOOR 11,916 SF 1ST FLOOR 61 STALLS SITE PLAN APPROVAL 11-20-00 2ND FLOOR 20,960 SF 2ND FLOOR 65 STALLS REVISIONS- OTY 1-23-01 3RD FLOOR 23,000 SF 3RD FLOOR 66 STALLS 4TH FLOOR 23,000 SF 4TH FLOOR 66 STALLS 5TH FLOOR 23,000 SF 5TH FLOOR 66 STALLS 6TH FLOOR 23,000 SF 6TH FLOOR 67 STALLS TOTAL ±124,876 SF 6 FLOORS x 18,639 SF/FLR. _ 1ST FLR.GARAGE 12,494 SF TOTAL SF t137,370 SF TOTAL SF t111,834 SF PARKING 33 STALLS PARKING *391 STALLS PARKING RATIO /TOTAL PARKING t424 STALLS 1 STALL/294 GROSS S.F.OFFICE 3.39 STALLS/1000 S.F. OFFICE m CONSTRUCTION OFFICE TYPE I-FR GARAGE TYPE II-FR ,''��LOOR PLAN 0/3 STONEFIELD DEVELOPMENT C/7 pE�P 1ST FLOOR CITY CENTER BUILDING Jq FRE�oAti NG RENTON, WASHINGTON /A^ ?, ° N• File:99066/CCTR-AI.DWG T• N 0 5' 10' 20' 30 i _ JOB NO.: NON SHEET NO OF: a 1• 10' NORTH DATE: 4-03-00 c /� DRAWN: RAJA-3 1ST FLOOR PLAN 10' 1 CHECK: LINE Ur I'(UUI- IJLLUW \ . .\ ---- --- — --- --- -- -- —immi.—= o --- I 0 _I 1 I M W TAM= 0 b M. 'A o _■ N O 1. M In 1l 0 I � N 01 I M .■ BELOW r_ ■ --_--- --- \ \ / 19.-9" ,, '-0% 25'-0" /5'-O" 25'-O° f5'-O! 25'-0• ,,5'-Of, 25-0" r'-0/ 25'-0" r5'-0,. 25-0" /5'-0% 30.-0" /5'-O% 10.-0" / / 249'-9° / OFFICE PARKING STRUCTURE 1ST FLOOR 11,916 SF 1ST FLOOR 61 STALLS 2ND FLOOR 20,960 SF 2ND FLOOR 65 STALLS 3RD FLOOR 23,000 SF 3RD FLOOR 66 STALLS 4TH FLOOR 23,000 SF 4TH FLOOR 66 STALLS 5TH FLOOR 23,000 SF 5TH FLOOR 66 STALLS 6TH FLOOR 23,000 SF 6TH FLOOR 67 STALLS TOTAL ±124,876 SF 6 FLOORS x 18,639 SF/FLR. - 1ST FIR.GARAGE 12,494 SF TOTAL SF ±137,370 SF TOTAL SF t111,834 SF PARKING 33 STALLS PARKING ±391 STALLS PARKING RATIO/TOTAL PARKING t424 STALLS 1 STALL/294 GROSS S.F. OFFICE 3.39 STALLS/1000 S.F. OFFICE A, CONSTRUCTION OFFICE TYPE I-FR GARAGE TYPE II-FR STONEFIELD DEVELOPMENT 5. 2ND FLOOR CITY CENTER BUILDING RENTON, WASHINGTON .' 0 5' 10' 20' 30' 0 1°=10' c NORTH e ' • I I I I ' j CI r1 r , t , 1 I_ t imp t t sr t im t 1 — r t t t t t tINII t t 11111 \ 0 I o OFFICE _ z -0 i' m- a - — :' p I1 n I1 O M W I'�t_'I H > C L� c Cl) ILI „ uass, o c I b ___ W i ::=1 , - , a: __ O --->< O F—� z , a - a a - a • 1 .1 I ■ I coCD cc V V _ o do �— 1 — OFFICE ARCHITECTURE and PLANNING ROYCE A.BERG,PRINCIPAL L 3MERCER 003 80TH AVE SOUTHEAST , ` = t t / t t i ; MI t t t t t ISLAND,206)230-6648 FAX 230-6647 /5'-0% 25'-0" /5'-0/ 25'-0" /5'-0 j 25'-0" /5'-0> 25'-0" /5'-0% 25'-0" /5'-0/ 25'-0" /5'-0 j 45'-0" / / 230'-0" OFFICE PARKING STRUCTURE NO DESCRIPTION DATE 1ST FLOOR 11,916 SF 1ST FLOOR 61 STALLS SITE PLAN APPROVAL 11-20-00 2ND FLOOR 20,960 SF 2ND FLOOR 65 STALLS REVISIONS 1-23-01 3RD FLOOR 23,000 SF 3RD FLOOR 66 STALLS 4TH FLOOR 23,000 SF 4TH FLOOR 66 STALLS ' 5TH FLOOR 23,000 SF 5TH FLOOR 66 STALLS 6TH FLOOR 23,000 SF 6TH FLOOR 67 STALLS TOTAL ±124,876 SF 6 FLOORS x 18,639 SF/FLR. 1ST RR.GARAGE 12,494 SF TOTAL SF ±137,370 SF TOTAL SF ±111,834 SF • PARKING 33 STALLS PARKING ±391 STALLS PARKING RATIO/TOTAL PARKING±424 STALLS 1 STALL/294 GROSS S.F. OFFICE — " 3.39 STALLS/1000 S.F. OFFlCE A, CONSTRUCTION OFFICE -FR GARAGE TYPE II- 3RD THRU 6TH - — FLO0„ AN . STONEFIELD DEVELOPMENT " ,40 E. 3RD, 4TH, 5TH & 6TH CITY CENTER BUILDING 0'n'OF !,F.�. ' FLOORS RENTON, WASHINGTON J,Q� ` 'i',I 'i//14.7, a Li _ 0 5' 10' 20' 30' File 6/CCTR—A1.1'SWG 9,- u 1---.10' JOB NO.:``99088 SHEET NO OF: u NORTH DATE: 4-09-00' 5 DRAWN: RAJ A-5 3RD, 4TH, 5TH & 6TH FLOOR PLANS 1 CHECK: - a TOP OF ±86'-8 MECHANICAL SCREENING — • PARAPET \ i PRE—CAST CONC. PANELS 6TH FLR. ±71'-4" - _ , REFLECTIVE BRONZE 5TH FLR. t57'-6" INSULATED GLASS TYP. =4] IIII 4TH FLR. f43'-8"- GLASSBRONZE TINTED Q Q 3RD FLR. ±29'-10" • ® ®® _,--A. ... ±W - ,L^ -_ • PRE—CAST CONC. PANELS r('�`� 2ND FLR. t16'-0" . a,,,,, • 3•— y04: ;F� [ I Apr ', 1 u I - 4" s I""' �cj• �_ y y gilt-Ai q ?•�ftn. y 1 rF 1{y ijr t' i->•r�. ' �4� p p {Jl.- II II 1 II I �4 ARCHITECTURAL LIGHTING Z RE . 1 111®®® ®®l®® ®®®® " I RECESSED MAIN ENTRY W 1ST FLR. ±0' n 1 �y. .. . I ?,. M • a - GARAGE ENTRY DOOR ENTRY EXISTING STREET TREES •TYPICAL NOTES W F•- MAIN AVENUE SOUTH ELEVATION (EAST) 1/16' 1 w CD • 0 co a TOP OF t86'-8" 1 TOP OF ±86'-8" W PARAPET PARAPET WC o Zo 1- 0 6TH FLR. f71'-4" 6TH FLR. t71'-4" Z N Q 5TH FLR. ±5T-6" 5TH FLR. ±57'-6" ' 4TH FLR. t43'-8" 4TH FLR. f43'-8" Eimemaissimmii ` ARCHITECTURE 3RD FLR. t29'-10" ` 3RD FLR. t29'-10" and P L A N N I N G I I . I:'. ..` _;:i , i , . . " _ _ ,,.. ROYCE A.BERG.PRINCIPAL . 3003 BOTH AVE SOUTHEAST 2ND FLR. t10'-0" r% 2ND FLR. tl6'—Q" Lf�e�w T;y 1�� MERCER GLAND,WA.98040 — ■ 4 -f. ,,-� y hi y �A ��y 4 -kfiM y F�—"� nr y • MERCER ISLAND. FAX A.98047 \ r r•.- -• }emu. u ® II`iS`P ® u $`"� u `:a� II I • 1ST FLR. f01 ALLEY k i! MAIN ST. 1ST FLR. f0' MAIN ST. 1 I 0 r ALLEY ADD STREET • TREES, 3 LOCATIONS ELEVATION @ PROPERTY LINE (SOUTH) 1/16' 4 SOUTH 2ND STREET ELEVATION (NORTH) 1/16' 2 • - NO DESCRIPTION DATE TOP OF ±86'-8" t SITE PLAN APPROVAL 11-20-00 PARAPET \ / REVISIONS— CITY 1-23-01 :: :: :: . ThI I, ,I ',1 I: 1 'I . I I - Lr'A-1-``uFn��, 4TH FLR. ±43'-8' 77 :_ N Q ELEVATI�SFNToN ��N 3RD FL-R:t29'-14�' I. I .. _ 1..:>� I'"I� I - - - JA 2 2ND FLR. t16'-0" 1 .I I...1. .-I--:I 'I I - III . I =_ •-1. 1 I I 6 ®4/ MINI "°fRD °1 �"" PAINTED METAL r� ' I II 1 TRASH ENCLOSURE m 1ST FLR. t0' I / _ — _ I DOORS File:99066/BLDG—ELEV.DWG �• GARAGE DOOR DATE JOB GRA : 7 299066 SHEET NO OF: '2 ALLEY ELEVATION (WEST) 1/16' 3 CHECK: 4-00 A-6 Gs a PI _ . ,(7,,„ / / A \\_ EXNCING SATCLOWER FLEVEL -03 in 171•-0" / ALLEY rain) \ - - / - - - - - - - - - - v� / _ _ 28-6 - / 8 m.�3'—l_ _ 23•-0' _ _ - 23-0' - _ 23•-0' - _ _ 23-0" - / 8�-9' / 23'-6' ----------- o * _ - �-2-0' 2'-0' L-2'-0' 2-0' / 2-0" r 4 XIT Id \ Y Y , - +; \ n n n CC / o // I Up I EXISTING STAIR Z LJ I1 t / �iI / w / w / VAN \- 16 C//l/�� a O / II 8'-4' n n n F- / X J I`""I �� -� T PI: . a-0" / W = CO i------ 7-4' N DN > ...:c / - c c c c c c o c c c c c c c c c c cr • 0 W ,.. f:/". EXISTING 1 STORY \� EQUIP. 2/ EXISTING 2 STORY • BUILDING / RRROOOM�(/�� o BUILDING 1 i CURB ��L/�__-i�i� j 14 ^ /// C C C C C C C C C C C' C C C ARCHITECTURE E DN PAINTED STRIPES, and.PLANNING /,:tjii1 TYPICAL ROYCE A.BERG,PRINCIPAL • ID I 3003 80TH AVE MERCER ISLAND,WA.9 040 HEAST 6-0" -0' 8-0" N (206)230-6648 FAX 230-6647 UP STAIR L1 \ I , 1 BIKE RACCKK • 12 IP H o 0 UP i. EXIT 0.4 W - / NO DESCRIPTION DATE \ A • . L_ 1 I f fig• ENTRY I SITE PLAN APPROVAL 11-20-00 WALL HUNG WALL HUNG O I REVISION- CITY 1-23-01 Id BENCH n V \� BENCH -6" 15•-0" / 20'-O" / 6'-0"/ 12•-0" /6•-0"/ 12•-9" 23•-0" 23'-0" 23•-0" 23•-0" 22•-3" / 10'-0' /t4 2p 2•-0" 2'-0' 2.-0" NEW STREET ‘5\ NEW STREET MAIN AVE. SOUTH NEW STREET TREE TIP. EXISTING STREET EXISTING STREET TREE ' (ONE WAY) TREE ' EXISTING STREET EXISTING STREET TREE, TYPICAL LIGHTING —i LIGHTING TREE, TYPICAL PAPEM,GARAGE STONEFIELD DEVELOPMENT 1ST FCOO tFP&AN IVY Mpg 'G 1ST FLOOR CITY CENTER BUILDING JAN ? do o 0 • 20/ RENTON, WASHINGTON 0 5' 10' 20' 30' Rec����� File:99066 GAR GE-PLAN DWG m I• 10. JOB NO.: 89088 SHEET NO OF: • e NORTH DATE: 7-2F00 /� f -O. NORTH GS A- 1ST FLOOR PLAN 10' 1 CHECK: 03 i n L 1 171'-0• // a C] / 28'-6• / 8-3• /1/ 23'-0• /L2.-0' 23'-0• /1/ .-0' 23'-0• 2-0• 23'-0• it•.8._•9' / 76'-6• /S'-02._�. - ` \ DN 1_ % o c uPn Z C 1 RfLii j p I �� j N STAIR #2 EXIT 17 d Z � � 0 1. 13'_4- o (1-n--11 F- W C'3 s'—p' UP > Z N DN �1 7-4 W T�. W C t o / 16OOZ 0 0 0 0 0 Oo 0 0 0 0 0 0 0 0 0 011 T t _. 27 / G G C G nC C G C G C C C G G C - i CURET I 15 / / ARCHITECTURE .) I DN and, PLANNING ROYCE A.BERG,PRINCIPAL IT 3003 BOTH AVE SOUTHEAST � MERCER ISLAND,WA.98040 0 8'-0• N (206)230-6648 FAX 230-6647 A UP - STAIR #1 1---,,, E V L ooI 1:t0 3 17 DN UP E,4 • EXIT NO DESCRIPTION DATE � _L___ ~ , \ SITE PLAN APPROVAL 11-20-00 �+ AWNING AT REVISION- CITY 1-23-01 2ND FLOOR X6.-0•/ 12.-0" /6'-0"/ 12'-9" / 23'-0• / 23.-0" / 23'-0" / 23'-0' 1/ 22-3- / 10'-0- / G �(� OF��� ©���IV.ra PARKING. GARAGE _STONEFIELD DEVELOPMENT • 2ND FLOOR PLAN 2ND FLOOR CITY CENTER BUILDING SR SIMILAR & 5TH m 3RD, 4TH & 5TH SIMILAR RENTON, WASHINGTON N L 0 s' to' zo' 30' alikFile:99066/GARAGE-PLAN.DWG 1"---.10' JOB NO.: 89088 SHEET NO OF: NORTH DATE: 7 21 00 2ND, 3RD, 4TH & 5TH FLOOR PLANS 10' 1 CHECK: SS A-8 d 0 1 0nn CO 0 171'-0" f a 28'-6" 8'-3" 23'-0" 23'-0" 23'-0" 23'-0" 8'-9" 16'-6" 2'-0" 2'-0" 2'-0" 1 2'-0" 2'-0" n o f - DN Z I - CL I I --, X n8'-4" 1, Sil -n-n 1 o 0 TYP, < UP W. Z o Cl) av DN ..-1 % 7'-4" � � � w C 1 zo j 16 _ Z (.---- D 3 3 3 3 D, 3 D 3 0 D O 3 D D 0 Q W Vd 0C ;0 C C C C C C C C C C C C C —6"HT. 18 _ CURB _,., ARCHITECTURE and PLANNING DN ROYCE A.BERG,PRINCIPAL .5' 3003 80TH AVE SOUTHEAST N 20 6)230-6648 FAX 30-6647 UP STAIR1 ,� 17 r / •a DN hi _ -tom . _ . NO DESCRIPTION DATE L 1 SITE PLAN APPROVAL 11-20-00 REVISION - CITY 1-23-01 6'-0' 12'-O" 6'-O" 12'-9" 23'-0" 23'-0" 23'-0" 23-0" 22'-3" 10'-0" � , / '�2- A�2'- �2'- /�2'-°' �2'-O" / G; yOF JAN 2 6 2001RE ON PARKING GARAGE STONEFIELD DEVELOPMENT 6TH FLOOR PLAN 6TH FLOOR CITY CENTER BUILDING m RENTON, WASHINGTON - >. 0 5' 10' 20' 30' File:99066/GARAGE-PLAN.DWG m 1'-10' JOB NO.: 99068 SHEET NO OF: a NORTH -21-00 DRAWN: 7 GS A-9 6TH FLOOR PLAN 10' 1 CHECK: ELEVATOR/STAIR TOWER TOP OF t65-0" OPEN OPEN O ELEVATOR SHAFT I ,,F 0 --)- 5TH LANDING_t51'-0" %4. BE ME=-t9=Qi� -lam ...r %�� /�/A., ,711� �� TYPCAST CONC.PANEL O 4TH,.ANDING t41'-0" I ��!%lG 4��� 3RD LANDING t31'-0" I _ ✓✓ 2ND LANDING t21'-0" P. ' %%i Milifil% q��/,�Eame. `//`�/�m,'i j ,'r. ��� P.L '.. tow- g 0t,:t I Si, +"W6�///%� � � /% �my...Z__- T� 5.8T ,y, ,. , 1ST I ANDING t11'-0" =�.T. 001 - 1 r III! _ ___ '�''�0 l/ / ���// �i a' a�� %%s _� ' __ _ I LJ LJ I GROUND LEVEL t0'{t44.6 LEV. I i' -EMMMMi. G II- - - �I rM E11.Mml�� Z LLJJ GLASS GARAGE ENTRY WALL HUNG WALL HUNG W ENTRY BENCH BENCH C.ARCHITECTURAL LIGHTING &5 HANGING PLANTERS 0Z W/SEASONAL COLOR 'TYPICAL NOTES • H MAIN AVENUE SOUTH ELEVATION (WEST) 1/16' 1 WW 0 CO a w r_ELEVATOR/STAIR TOWER TOP OF t65'-0" W C I O ELEVATOR SHAFT Z � Z 6TH LANDING t56'-O" 1 t 5TH LANDING±51'-O" C _ I I Q 1---I —+--1--4---4--z---I - 1 5TH LANDING t46'-0" 4TH LANDING±41'-O" 1 Ii ' 'r II -I4TH LANDING f36'-0" I 3RD LANDING t31'-0" ! I I I II 3RD LANDING±26'-0- ' -_--- 2ND LANDING t21'-0" it I r2ND LANDING t16'-0" ;; Ir )r1 RCHITECTURE 1ST LANDING t11'-O" � n PLANNING I ROYCE A.BERG.PRINCIPAL 1ST LANDING t5'-0" 300380TH AVE•OU 9EASTT GROUND LEVEL t0' (t44.8 ELEV.) ALLEY MAIN ST. GROUND LEVEL t0'(f44.6 ELEV.) MAIN SL I1 I 4I ALLEY MERCER ISLA D. A.98040 NORTH ELEVATION @ PROPERTY LINE 1/16' 4 SOUTH ELEVATION co PROPERTY LINE 1/16' 2 NO DESCRIPTION DATE SITE PLAN APPROVAL 11-20-00 @@��\�G REVISIONS-CITY 1-23-01 OPEN -J Q \v` 6TH LANDING t56'-0' e% t CjC e1®®� 5TH LANDING t46'-0" lt.., �I Mill! MEM ®p --- ,90 1 Ca 4TH LANDING f36'-0" '` �� ads y,,„ ha �==.7',1-2&,\AN. ' ' - - - - �� _ 1 GARAGE 3RD LANDING t26'-0" l offineem M''\\ ", 14!�`'�\ •--_E — - - - ELEVATIONS C 2ND LANDING±16'-0" P L a 1ST LANDING f5'-0" WI---- � ? ii�. I.4s ` GROUND LEVEL t0' (t44.8 ELEV.) _ �a MI.M11.11.111111.11. ' e o File:99066/GARAGE-ELEV.DWG Ft EXIT BLACK SECURITY JOB NO.: 88088 SHEET NO OF:� FENCE 0 1ST LEVEL DATE: 7- ALLEY ELEVATION (EAST) 1/16' 3 CHEDRACK: `8 A-10 a u