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HomeMy WebLinkAboutPermit L99-0078 - MR VANGARD STORAGE - DESIGN REVIEWL99 -0078 MR. VAN GARD SELF STORAGE 5950 Southcenter Blvd. DESIGN REVIEW ROBERT DAVEY Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION 1, 57L76:— HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Project Name: DM /1/PIC -1— -',S 11/5ML. 5y3/----yits Notice of Public Meeting — p(; L 9 9--' Oa 74 4- 6 f I ' 033 Mitigated Determination of Non - Significance 4, 6, Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this P" day of Jill in the year 20 03. P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: DM /1/PIC -1— -',S 11/5ML. 5y3/----yits Project Number: 5 0 — p(; L 9 9--' Oa 74 4- 6 f I ' 033 Mailer's Signature: 4, 6, Person requesting mailing: TE,et--ea P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM CITY OF TUKWILA NOTICE OF PUBLIC HEARING PROJECT INFORMATION Dwinnell's Visual Systems (representing Tukwila Self- Storage) has filed application for a double -face illuminated monument display sign (readerboard) located at 5950 Southcenter Boulevard. This application is an addendum to Design Review which was previously conducted in conjunction with construction of the Tukwila Self- Storage project. Permits applied for include: • Sign Permit FILES: AVAILABLE FOR PUBLIC REVIEW The project files are available at the City of Tukwila. To view the files, you may request them at the permit counter of the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. Project Files include: S02 -069 Tukwila Self Storage L99 -0078 Design Review E99 -033 SEPA Checklist OPPORTUNITY FOR PUBLIC COMMENT You are invited to comment on the project at the public hearing before the Board of Architectural Review, scheduled for January 23, 2003 at 7 p.m. The hearing will be held in the City Council Chambers at City Hall. The hearing is subject to change. You may confirm the time and date by calling Rebecca Fox at the Department of Community Development at (206) 431 -3683. For further information on this proposal, contact Rebecca Fox at (206) 431 -3683 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Sign Permit Application Filed: December 17, 2002 Notice of Hearing Issued: January 9, 2003 (Original) Application Filed: November 4, 1999 (Original) Notice of Completeness Issued: December 10, 1999 (Original) Notice of Application Issued: January 11, 2001 (Original )Notice of Hearing Issued: January 10, 2001 z Z r--- OO CO C5 W =. J 1.- W O' u- CR a w.. z zo w D o' U O N. o I w w 1-0 • o wz U — IT- I. z. 5 o Feed SimtisTM RICHARD B. TRUJILLO 343 STRANDER BLVD SEATTLE WA 98188 -2916 THELMA L TYER 6265 S 153RD ST #F4 SEATTLE WA 98188 -2539 CHRIS VAN DANACKER 1126 E MAIN ST SILVERTON OR 97381 -1807 KITIPHAN & SUPAVADEE VISUDDHIDHAM 15330 SUNWCOD BL #E203 TUKWILA WA 98188 -7771 ROXANNA K WALKER 15209 SUNWOOO BLVD 8-42 TUKWILA WA 98188 -7716 DANA J. WESTERLIN 15123 SUNWOOD BLVD #G13 TUKWILA WA 98188 -7749 MARY SHARON WILLIAMSON 6319 9TH ST E TACOMA WA 98424 -1486 MARY E. WUESTHOFF 15249 SUNWCOD BLVD #A2 TUKWILA WA 98188 -2443 ROSE H. YOSHIZUMI 15255 SUNWOOD BLVD #A32 TUKWILA WA 98188 -7717 DON TSUBOI 11003 SE 60TH ST RENTON WA 98056 -1046 TIMOTHY J. ULT1CAN 15249 SUNWCOD BLVD #A3 TUKWILA WA 98188 -2443 NEDZAD & SABINA VATRENJAK 1167 REPUBLICAN ST #306 SEATTLE WA 98109 -5557 EUGENE O. WAAGE 645 SOUTHCENTER MALL 8OX 371 TUKWILA WA 98188 -2836 HENRY J. WARNER PO 8OX 58041 SEATTLE WA 98138 -1041 JOHN H. & CHARCIE A. WHITSON 15330 SUNWOOD BLVD #E101 TUKWILA WA 98188 -7879 JOAN WITTERS 15249 SUNWCOD BLVD #A1 TUKWILA WA 98188 -2443 TERRY YAMAGUCHI 15388 62ND AVE S #C -3 TUKWILA WA 98188 -2503 RAY S. YOUNG 15240 SUNWOOD BLVD UNIT #G4 TUKWILA WA 98188 -2444 Use template tor 516 ssaippy ®A213AV DAVID A. TURGEON 15140 SUNWOOD BLVD #12 TUKWILA WA 98188 -2446 JOSE 8. VALDEZ 15209 SUNWCOD BLVD #8 -11 TUKWILA WA 98188 -7716 GERALDINE J. VENTURA 15185 SUNW000 BLVD #A32 TUKWILA WA 98188 -7762 RICHARD J. WALKER 15104 SUNWOOD BLVD #K -12 TUKWILA WA 98188 -2446 JOSEPH A. WATT 15185 SUNWCOD BLVD #A31 • SEATTLE WA 98188 -7762 PAULA WILLIAMS 18777 2ND AVE SW SEATTLE WA 98166 -4051 TONG YEE & PING LEE YIN WO 15325 SUNWCOD BLVD #8304 TUKWILA WA 98188 -7729 RONALD E. YANTZ 15330 SUNWOOD BLVD #E -104 TUKWILA WA 98188 -2432 LESLIE YTSMA 22434 236Th AVE SE MAPLE VALLEY WA 98038 -8433 0094110 ian9i MARGARET T. PERTRICEK 15185 SUNWCOD BLVD #A -21 TUKWILA WA 98188 -7895 SHARON PIEPER 4317 FOREST AVE SE MERCER ISLAND WA 98040 -3911 TERRY J.PUGH 317 LAKE DESIRE OR N RENTON WA 98055 V. SIDNEY RAINES 15310 SUNWOOD BLVD #F1 -202 TUKWILA WA 98188 -7739 CAROL L. RICHARDSON 15123 SUNWOOD BLVD #G 11 TUKWILA WA 98188 -7890 CYNTHIA A. ROBERTSON 15122 SUNW000 BLVD #12 TUKWILA WA 98188 -2446 MARY E. ROGERS 6723 S 153R0 ST TUKWILA WA 98188 MARCIA G. ROSS 15330 SUNW000 BLVD #F2 -102 TUKWILA WA 98188 -2432 CHARLES H. SANDIFER 15278 SUNWOOD BLVD #C 31 TUKWILA WA 98188 -7851 RICHARD J. SCCCCO 15266 SUNWOOD BLVD #022 TUKWILA WA 98188 -7732 GREGORY C. PHIPPS 15123 SUNW000 BLVD #G31 TUKWILA WA 98188 -7747 JOHN R. POETKER 15020 SE 145TH PL RENTON WA 98059 -7310 LUENNAANN PULLMAN 399 OLYMPIC VIEW AVE NE OCEAN SHORES WA 98569 -9552 JOHN W. & SARAJANE K. RANTS 15325 SUNWCOD BLVD #8-302 TUKWILA WA 98188 -7858 LAWRENCE A. RICHMOND 15210 SUNWOOD BLVD #J1 TUKWILA WA 98188 -2444 CAROL J. ROBSON 15108 SUNWOOD BLVD #L -11 TUKWILA WA 98188 -2446 MAXINE ROLLINS 15330 SUNWOOD BLVD #E102 TUKWILA WA 98188 -7879 JANICE RUSK 15234 SUNWOOD BLVD #G -1 TUKWILA WA 98188 -2444 SCHNEIDER HOMES INC 6510 SOUTHCENTER BLVD TUKWILA WA 98188 -2549 CAROLYN DAY SEIDEMAN 15123 SUNWOOO BLVD #GG TUKWILA WA 98188 -7890 i:l.aciViinaiPPY ®A� JOHN PICKERING 15101 SUNW000 Kw** JJ11 TUKWILA WA 98188 JONATHAN PCOL 6100 SOUTHCENTER BLVD #150 TUKWILA WA 98188 -5708 LYNN M. RADTKE PO BOX 66326 SEATTLE WA 98166-0326 ALLEN J. RESPONTE 15153 SUNW000 BLVD #F12 TUKWILA WA 98188 -7755 DARIN RINGENBACK 15330 SUNW000 BLVD #E304 TUKWILA WA 98188 -7880 CATHERINE J. ROCCHI 15185 SUNWOOD BLVD #A 12 SEATTLE WA 98188 -7895 BARBARA M. ROPER 6241 S 153RD ST #0-6 TUKWILA WA 98188 -2539 BARRY J. SAMUELS 15255 SUNWOOD BLVD #A -25 TUKWILA WA 98188 -7717 MARK C. SCHUELER 15123 SUNWOOD BLVD #GG -22 TUKWILA WA 98188 -7890 DANIEL & SUSAN SHAMES 6817 SEWARD PARK AVE S SEATTLE WA 98118 -3451 Z Z no w U0 W W: w =; w 0' g -; LL Q' I- al Z I- 0 Z I- al uj O N' = U. • w Z; 0 NI O Z . ®Q469tS iese '1 J. LEE & CORA A. MILLER 15386 62ND AVE SO C-2 TUKWILA WA 98188 -2503 MJELDE BARBARA J 15111 SUNWCOD BLVD 1 -22 TUKWILA WA 98188 -2447 KATHRYN J. MOSCHEL 15335 SUNWCOD BLVD #C -301 TUKWILA WA 98188 -7861 EDWARD M. MURPHY 15345 SUNW000 BLVD #0203 TUKWILA WA 98188 -7884 ROSEMARY MITCHELL 15158 SUNWOOD BLVD TUKWILA WA 98188 -2446 DAVID H. MCORE 15325 SUNWCOD BLVD #3204 TUKWILA WA 98188 -5727 RONNIE H. MOSES 15325 SUNWOOD BLVD #8103 TUKWILA WA 98188 -5726 MYERS ROBERT G TRUST PO BOX 1659 TEHACHAPI CA 93581 -1659 - qvq PPV ERIC K MIYAMOTO 11743 36TH AVE NE SEATTLE WA 98125 -5634 TOMMY L MORRIS 15109 SUNWCOD BLVD #21 TUKWILA WA 98188 -2447 MARIA C. MUELLER 15315 SUNW000 BLVD #A304 TUKWILA WA 98188 -2401 JON ALAN NAGASAWA 14818 SE 181ST ST RENTON WA 98058 -9649 GEORGE .1. NAKAMURA GEORGE J. NAKAMURA NAUDITT 15254 SUNWCOD BLVD #E -21 15116 SUNWCOD BLVD #MM12 15335 SUNWOOD BLVD #C203 TUKWILA WA 98188 -7853 TUKWILA WA 98188 -2446 TUKWILA WA 98188 -5725 TUAN A. & TRINA F. NGUYEN 15345 SUNWCOD BLVD #0 -101 TUKWILA WA 98188 -7862 RONALD A. NYBORG 15335 SUNWOOD BLVD #C -202 TUKWILA WA 98188 -7861 HILARY A. OKRENT 6287 S 153RD ST #I1 TUKWILA WA 98188 -2539 DAVID J. OWENS 15278 SUNWOOD BLVD #C -24 TUKWILA WA 98188 -7851 MICHAEL L. & DONNA M. PARRY 15315 SUNWOOD BLVD #A -202 TUKWILA WA 98188 -7857 NORTH HILL APTS INC 85 S WASHINGTON ST #308 SEATTLE WA 98104 -3407 JON J. 0 CONNELL CONNELL 15278 SUNWOOD BLVD #C12 TUKWILA WA 98188 -7851 OLD STONE BANK OF WASH 3605 132ND AVE SE SUITE 214 BELLEVUE WA 98006 -1333 JOSEPH D. PARENTE 15242 SUNWOOD BLVD #F -11 SEATTLE WA 98188 -2444 ELIZABETH I. PASCARELLA 15209 SUNWOOD BLVD #B24 TUKWILA WA 98188 -7716 TETSUO NOYAMA 125 HANAPEPE LOOP HONOLULU HI 96825 -2109 RANDOLPH E. OKIMOTO 15348 62ND AVE S #A -3 TUKWILA WA 98188 -2503 MARTIN OVERMYER 15209 SUNWOOD BLVD #B-26 TUKWILA WA 98188 -7716 JOAN V. PARISH 15255 SUNWOOD BLVD #A-42 TUKWILA WA 98188 -7717 DEBORAH M. PAUL 9946 RAINIER AVE S SEATTLE WA 98118 -5941 ©CIS LORRAINE JACOBS PO BOX 88503 SEATTLE WA 98138 -2503 SONJA C. JORSTAD 15216 SUNWOOD BLVD #J4 TUKWILA WA 98188 -2444 LAWRENCE N. KARR 15310 SUNWCOD BLVD TUKWILA WA 98188 -7881 KAZUE *KATO 15419 62ND AVE S SEATTLE WA 98188 -2506 NANCY K KETCHAM 2000 43RD AV E #401 SEATTLE WA 98112 -2761 LINDA E. KIMURA 15156 SUNWOOD BLVD #SS12 TUKWILA WA 98188 -2446 MICHELLE M. KOBUKI 15325 SUNWOOD BLVD #8203 TUKWILA WA 98188 -5727 BRENDA L. LARKINS 9324 53RD AVE S SEATTLE WA 98118 -5514 CAROLYN J. LAVIOLETTE 15142 SUNWOOD BLVD TUKWILA WA 98188 -2446 JON E. LAWSON 1038 SW 122ND ST #A202 SEATTLE WA 98146 -2707 GARY D. JENNINGS 15345 SUNWCOD BLVD #0102 TUKWILA WA 98188 -7883 DOROTHY C. JUDGE 15165 SUNWCOD BLVD #C -12 TUKWILA WA 98188 -7893 TANJA F. KASALKO 6237 S 153RD ST #D-4 TUKWILA WA 98188 -2539 PHILUP J. KELLER 15209 SUNWOOD BLVD #B-41 TUKWILA WA 98188 -7716 DONG H. KIM 15100 SUNWCOO BLVD #34 TUKWILA WA 98188 -2446 DENISE M. KLEIN 6233 S 153RD ST #20 TUKWILA WA 98188 -2539 ROBERT T. KOYAMATSU 15209 SUNWCOD BLVD #833 TUKWILA WA 98188 -7716 DAVE N. LARSON 6285 S 153RD ST #H2 TUKWILA WA 98188 -2539 DOMINIC YIU WAI B.MONA SH LAW 15335 SUNWOOD BLVD #C -304 TUKWILA WA 98188 -7861 JEAN E. LAYER 15313 SUNWCOD BLVD #A204 TUKWILA WA 98188 -5730 .:?(RIclitliSPPIPPV GA SYLVIA E. TRUSTEE JONES 15310 SUNWCOD BLVD #F1201 TUKWILA WA 98188 -7881 SE H. KANG 15330 SUNWCOD BLVD #E202 TUKWILA WA 98188 -7737 HISAKO KATO 9316 39Th AVE S SEATTLE WA 98118 -5211 JOHN CLINTON KELLY 6249 S 153RD ST SEATTLE WA 98188 -2539 SOON NIM KIM 15330 SUNWCOO BLVD #E -303 TUKWILA WA 98188 -2432 MATTHEW B. & MARGIT C. KLEWIN 15345 SUNWCOD BL 0 -201 TUKWILA WA 98188 -7862 NICHOLAS P.'KUZOVICH • 15195 SUNWOOD BLVD #8 -13 TUKWILA WA 98188 -7896 MILLY LAVIGNE 15315 SUNWCOD BLVD #A -203 TUKWILA WA 98188 -7857 DAVID P. LAWRENCE 15209 SUNWCOD BLVD #43 TUKWILA WA 98188 -7720 HO PHI LE 15175 SUNWOOD BLVD #12 SEATTLE WA 98188 -7894 o o9tS les* 1 HOWARD F. LEE 15254 SUNWOOD BLVD #E22 SEATTLE WA 98188 -7735 THOMAS K LEE 15255 SUNWCOD BLVD #A43 TUKWILA WA 98188 -7717 DONALD L LILLEHAUR 15236 SUNWOOD BLVD #G2 TUKWILA WA 98188 -2444 BRUCE D. LINDSTROM 6253 S 153RD ST #E5 TUKWILA WA 98188 -2539 DARONDA C. LOWE 15138 SUNW000 BLVD #11 TUKWILA WA 98188 -2446 KARL W. LUNDBERG 15345 SUNWOOD BLVD #0 -302 TUKWILA WA 98188 -7862 ELLEN MARQUARDT 15255 SUNW000 BLVD #A22 TUKWILA WA 98188 -7717 SCOTT A. MC DONALD DONALD 15144 SUNWOOD BLVD TUKWILA WA 98188 -2446 TERRY A. MC INTOSH INTOSH 15209 SUNWOOD BLVD #534 TUKWILA WA 98188 -7716 WILLIAM R. MCLEAN 15230 SUNWOOD BLVD #H -2 TUKWILA WA 98188 -2444 JUNE K LEE 15203 SUNWOOD BLVD #62 TUKWILA WA 98188 -2443 LINDA A. LEVERET - 15325 SUNWCOD BLVD #8 -104 TUKWILA WA 98188 -7858 BYEONG LIM 3002 S 208T1-I ST #K5 SEATTLE WA 98198 -5929 GERALDINE C. LOCKHART 6271 S 153RD ST TUKWILA WA 98188 -2539 DON M. LOWMAN 17762 50TH CT S SEATTLE WA 98188 -3718 ESTHER L MALEY 15209 SUNWOOD BLVD TUKWILA WA 98188 -7716 HOWARD T. MAYHEW 15325 SUNWOOD BLVD #8-102 'TUKWILA WA 98188 -7858 MARIA R. MC FARLANE FARLANE 15153 SUNWOOD BLVD #FF -21 TUKWILA WA 98188 -7892 ELSIE M. MCCART. 15134 SUNWOOD BLVD #PP12 TUKWILA WA 98188 -2446 MELONE TRUST 626 W ELM AV EL SEGUNDO CA 90245 -2956 ROBERT MURRELL LEE 15165 SUNWCOD BLVD #C-32 TUKWILA WA 98188 -7893 GREGORY D. LEW 15195 SUNWCOD BLVD #E-22 TUKWILA WA 98188 -7896 BEVERLY UNDEMANN 15203 SUNWCOD BLVD #B3 TUKWILA WA 98188 -2443 MARY THERESA LOLLINO 15195 SUNWCOD BLVD #8-21 TUKWILA WA 98188 -7896 KRISTINA M. LCWREY 15325 SUNWCOD BLVD #8303 TUKWILA WA 98188 -7729 CLEO MANNING 234 N SUN CT TAMPA FL 33613 -2151 ROBERT E. MAYS 15165 SUNWOOD BLVD #CC-13 TUKWILA WA 98188 -7893 CHRISTOPHER P. MC GRATH GRATH 2829 QUEENS WAY #2A MILTON WA 98354 -9063 LEOTA MCDONALD 6269 S 153R0 ST #G -1 TUKWILA WA 98188 -2539 SUSAN L & VICTOR J. MEYER 15195 SUNWOOD BLVD #823 TUKWILA WA 98188 -7766 Z Wi 2 D o 00 y 0; :cow, w= w0 QQ u- Q co S O Z I— 0 W I- La U0 i0 ' ,0 F- I-. w U) 0 Z • • @COSTS latelei PERRY W. GORMAN 15195 SUNWCCD BLVD #B -12 TUKWILA WA 98188 -7896 GLENNA G. GREWE 15330 SUNW000 BL #E -301 TUKWILA WA 98188 -2432 JAMES J. HANCOCK 15374 62ND AV S #86 TUKWILA WA 98188 -2503 CELESTINE T. & DANIEL C. HARRIS 15209 SUNWCCD BLVD #258 TUKWILA WA 98188 -7716 HACHIRO HASHIQUCHI 7009 S 130TH ST SEATTLE WA 98178 -4719 • HEATHER WOOD APARTMENTS 10655 NE ST STE 711 BELLEVUE WA 98004 HEATHER A. HIESTAND 15266 SUNWCCD 8LVO #D-31 TUKWILA WA 98188 -7852 MAUREEN H. HITCHCOCK 15345 SUNW000 BLVD #0 -202 TUKWILA WA 98188 -7862 DENNIS F. HOSTAK 15175 SUNWCCD BLVD 022 TUKWILA WA 98188 -7759 KATHLEEN A. HUTCHINSON 15185 SUNWCCD BLVD #AA -13 SEATTLE WA 98188 -7895 • MARK A. & NICOLE L GOSNEY 15141 SUNW000 BLVD #E21 TUKWILA WA 98188 -7751 NOAH HAM 15185 SUNWCCD BLVD #A33 SEATTLE WA 98188 -7762 ASTRID I. HARMER 15209 SUNWCOD BLVD #823 TUKWILA WA 98188 -7716 LEIGHANNE HARRIS 1655 SW MILLER CREEK RD SEATTLE WA 98166 -3326 DENISE S. HASSON 15165 SUNWCCD BLVD #C -11 TUKWILA WA 98188 -7893 DOUGLAS N. HENDERSON 8639 1111H AVE SW SEATTLE WA 98106 -2401 TIMOTHY D. HINDERLITER 15209 SUNWCCD BLVD #228 TUKWILA WA 98188 -7716 KATHERYN S. HOLSTE 15310 SUNWCCD BLVD #F1 -102 TUKWILA WA 98188 -7738 PATRICIA L GRATTON 15203 SUNWCO0 BLVD #81 TUKWILA WA 98188 -2443 JOHN L. HAMMONS 15141 SUNW000 BLVD #E -31 TUKWILA WA 98188 -7891 DAVID A. & MARTHA J. HARPER 15612 BURT ST OMAHA NE 68118 -2216 MARY E. HARRISON 15343 SUNWCCD BLVD #0-304 TUKWILA WA 98188 -5730 JOSEPH N. HASSON 15195 SUNWCOD BLVD #811 TUKWILA WA 98188 -7767 HEU DONALD P & LINDA M TRUST 15330 SUNWCCD BLVD #E201 TUKWILA WA 98188 -7737 SHIRLEEN J. HINES -BROWN 15364 62ND AV S #81 TUKWILA WA 98188 -2503 LORI E. HORNE 15141 SUNWCCD BLVD #12EE TUKWILA WA 98188 -7891 DAVID R. HOWELL . LARRY F. HULVEY 15335 SUNWCCD BLVD #C102 15278 SUNWCCD BLVD C -13 TUKWILA WA 98188 -7885 TUKWILA WA 98188 -7851 VINH C. HUYNH 15325 SUNWCCD BLVD #B301 SEATTLE WA 98188 -5727 OSCAR JACKSON 15354 62ND AV S TUKWILA WA 98188 -2503 Z j-- iCL J U; UO: N0. NW J � W O' J LL co j. • =; ZF.' • I—O, Z 2 p� U N` 0 I- • W W; lilt. •O I-:, 5 c184 Feed STM SHANE M. DE LACRUZ LACRUZ 15248 SUNWOOD BLVD #F22 TUKWILA WA 98188 -2444 KIM A. DOBBS 5720 S 144TH ST TUKWILA WA 98168 -4548 STEPHEN K DOUGLAS 15266 SUNWCOD BLVD #D12 TUKWILA WA 98188 -7731 JOHN W. ELDER 15372 62ND AVE S #8 -5 TUKWIIA WA 98188 -2503 ALEX A. & OKWHAN ESSEN 15310 SUNWOOD BLVD #F1 -302 TUKINILA WA 98188 -7740 MARQUITA M. FARNOOMB 15107 SUNWOOD BLVD #12 TUKWILA WA 98188 -2447 RAYMOND E. FIDECARO 15345 62ND AVE S #A-2 TUKWILA WA 98188 -2504 LORRI FROID 15352 62ND AVE S TUKWILA WA 98188 -2503 JACK GARN 15165 SUNWOOD BLVD #C31 TUKWILA WA 98188 -7756 DOUGLAS W. GLENN 15153 SUNWOOD BLVD #F32 TUKWILA WA 98188 -7753 • • JOHN E. DEXTER 15278 SUNWOOD BLVD #C-33 TUKWILA WA 98188 -7851 WILLIAM H. DOBSON 15160 SUNWOOD BLVD #S -22 TUKWILA WA 98188 -2446 GLENDORA B. EAGLIN 1315 S PUGET DR #C -31 RENTON WA 98055 -4364 CAROL J. ELLERBY 23410 18TH AVE S #L30 DES MOINES WA 98198 -7576 GEORGE R. EVANS 15335 SUNWCOD BLVD #C -201 TUKWILA WA 98188 -7861 FARRER UNA LOY M C REVCC TRUST 7432 121ST AV SE NEWCASTLE WA 98056 -1241 ROBERT A. FORT 15246 SUNW000 BOULEVARD #F -12 TUKWILA WA 98188 -2444 ROGER W. GAUCIC 3263 S 137TH ST SEATTLE WA 98168 -3963 WANDA F. GENTRY 15384 62ND AVE SOUTH APT 1, B LTUKWILA WA 98188 -2503 PETER K GOERUTZ 3548 NE 113Th ST SEATTLE WA 98125 -5739 )qei ssaippy cemPGAZI3J JEAN H. DICKSON 15103 SUNWCOD BLVD #J -12 SEATTLE WA 98188 -2447 LORETTA L. DONNELLY 15123 SUNWCOD BLVD #G21 TUKWILA WA 98188 -7748 GENE EDWARDS 15325 SUNWOOD BLVD #B202 TUKWILA WA 98188 -7728 AURORA A. ESCAME 6231 S 153RD ST, #1 -0 TUKWILA WA 98188 -2539 JACQQUELYN FALUDI 15358 62ND AV S #A7 TUKWILA WA 98188 -2503 PHILIP J. & JOAN M. FERRELL 15350 SUNWOOD BLVD #F2 -101 TUKWILA WA 98188 -7741 ALAN D. FRANK 15128 SUNWOOD BLVD #NN -12 TUKWILA WA 98188 -2446 FRANCES M. GARIGLIO 15150 SUNWCOD BLVD #R -12 TUKWILA WA 98188 -2446 ARDELLA M. GINN 6251 SO 153RD ST #E-4 TUKWILA WA 98188 -2539 JAMES W. GOERS 15154 SUNWOOD BLVD #SS -11 TUKWILA WA 98188 -2446 .Z �Z U O: • co W W I 1I.. .W O. 1-J DI = W Z ZI: U p • :O N •W W': W ~O •O h" Z § Feed Ake Its TM EDA E. 8RENNAN 3011 FLORA VISTA ALAMEDA CA 94502 -6817 JOEL H. BRUNK 15175 SUNWCOD BLVD #031 SEATTLE WA 98188 -7760 SUEANN BUCHANAN PO BOX 68832 SEATTLE WA 98168 -0832 JAMES 8. & DONNA M. BUREACH 6239 S 153RD ST #D5 TUKWILA WA 98188 -2539 OONA A. BUTUYAN 15315 SUNWCOD BLVD #A302 TUKWILA WA 98188 -2401 RHONDA L CARIVEAU 6275 SOUTH 153RD STREET #G4 TUKWILA WA 98188 -2539 RAYMOND RUl QUING CHI 15345 SUNWCOD BLVD #0-104 TUKWILA WA 98188-7862 CYNTHIA CISNEROS 6263 S 153RD ST #3 TUKWILA WA 98188 -2539 MICHELE L. CONRAD 21827 110TH AV SE KENT WA 98031 -1311 DEBORAH A. DAVIS 15345 SUNWCOD BLVD #0303 TUKWILA WA 98188 -7745 SANDRA K BRESUCH 6283S 153RD ST 41H SEATTLE WA 98188 -2539 JAMES P. BRUSSE 15350 SUNWCOD BLVD #F2 -302 TUKWILA WA 98188 -7743 MONTE C. BUHITE 15366 62ND AV S #B2 TUKWILA WA 98188 -2503 RICHARD F. BURLE!GH 10247 WATERS AVE S SEATTLE WA 98178 -2544 FREDERICK T. & MESHIA N. CAMPBELL 1535662NDAVS #A6 TUKWILA WA 98188 -2503 MICHAEL A. CARLSON 15185 SUNWC00 BLVD #22 TUKWILA WA 98188 -7895 EILEEN T. CHIKAMURA 15238 SUNWCOD BLVD UNIT G -3 TUKWILA WA 98188 -2444 MAUREEN ANNE CLARK 15255 SUNWCOD BL #A -21 TUKWILA WA 98188 -7717 CONNIE A. CRISP 6291 S 153RD ST TUKWILA WA 98188 -2539 JOANNE C. DAVIS 15117 SUNWOOD BLVD #21 SEATTLE WA 98188 -2447 FRED & DOLORES .1. BROOM 6247 S 153RD ST APT 2 -E TUKWILA WA 98188 -2539 GUNNEL BRYDOLF 15102 SUNWOOD BLVD #K-11 TUKWILA WA 98188 -2446 RONAE C. BUNGER 15335 SUNWOOD BLVD C -302 TUKWILA WA 98188 -7861 JAY L BUTLER 15315 SUNWCOD BLVD #A -303 TUKWILA WA 98188 -7857 NATHANIEL A. CARASA 6295 S 153RD ST #K1 TUKWILA WA 98188 -2539 CELLULAR NETNORKS INC 960 N DU PAGE AVE LOMBARD IL 60148 -1243 DEBORAH S. CHU 15153 SUNWOOD BLVD, #FF -31 TUKWILA WA 98188 -7892 TIMOTHY E. COLLINS 15228 SUNWCOD BLVD #H3 TUKWILA WA 98188 -2444 RON CRCCKETT 7920 53RD AVE W UNIT C MUKILTEO WA 98275 -2687 ALEXIS V. DAVISON 21123 SE 137TH PL ISSAQUAH WA 98027 -8489 VERN & GLENITA AARHUS 15220 SUNW000 BLVD TUKWILA WA 98188 -2444 GONNA MAY ANDERSON 6289 S 153RD ST #I -2 TUKWILA WA 98188 -2539 LEONA ARCHER 15315 SUNWOOD BL #A301 TUKWILA WA 98188 -2435 ATLANTIC RICHFIELD COMPANY PO BOX 2485 LOS ANGELES CA 90051 -0485 LAVADA M. BANKS 15315 SUNW000 BLVD #A201 TUKWILA WA 98188 -7730 RALPH DARWIN BARTH 15344 62ND AVE S #A -1 TUKWILA WA 98188 -2503 THOMAS P. BEATTY 15175 SUNW000 BLVD #0-21 TUKWILA WA 98188 -7894 JAMES & SUSAN M. BEST 14115 55TH AV S TUKWILA WA 98168-4575 LOWELL D. BIEBER 1601 TEN MILE RD EVERSON WA 98247 -9605 SHARI L. BOLDEN 15195 SUNWOOD BLVD #833 TUKWILA WA 98188 -7765 ANTONIA ABBOTT 15175 SUNWCOD BLVD #0D12 SEATTLE WA 98188 -7894 JEFFREY C. ANDERSON 15115 SUNWCOD BLVD #H -12 TUKWILA WA 98188 -2447 ARENSBERG JODEEN R TRUST 14403 ADDISON ST #17 SHERMAN OAKS CA 91423 -1735 SANDRA G. AULT 15119 SUNWOOD BLVD #H -22 TUKWILA WA 98188 -2447 ANNt i it M. BARNIVILLE 30027 51ST CTS • AUBURN WA 98001 -2315 KATHLEEN A. BARTON 15153 SUNWCOD BLVD #22F TUKWILA WA 98188 -7754 THOMAS P. BEATTY 15114 SUNWCOD BLVD #M11 TUKWILA WA 98188 -2446 USA S. BEST 15123 SUNW000 BLVD #G -32 TUKWILA WA 98188 -7890 ROBERT E. BISCHOFF 15330 SUNWCOD BLVD #E -204 TUKWILA WA 98188 -2432 BARBARA A. BOLTON 15335 SUNWCOD BLVD #C -104 TUKWILA WA 98188 -7861 ae� ssaip09C KERI L. AKERS 15165 SUNWCOD BLVD #C33 TUKWILA WA 98188 -7756 KATHERINE ANDERSON 1227 SW 132ND LN 4713 SEATTLE WA 98146 -3094 CLARENCE ARESVIK 6235 S 153RD ST #0-3 TUKWILA WA 98188 -2539 MICHAEL W. BAKER 15350 SUNWOOD BLVD #F2301 TUKWILA WA 98188 -7865 RCGER BARR 15185 SUNW000 BLVD #A23 TUKWILA WA 98188 -7763 HERB R. BAYLIN 15266 SUNWOOD BLVD #011 TUKWILA WA 98188 -7731 DAVID BELL • 15278 SUNWOOD BLVD #C11 TUKWILA WA 98188 -7851 KIMBERLY L. BICKNELL 15335 SUNWCOD BLVD #C -101 TUKWILA WA 98188 -7861 DAINA M. Z. BOGGS 15325 SUNWCOD BLVD #8201 TUKWILA WA 98188 -7728 LYNNE S. BRADY 15175 SUNWC00 BL #032 TUKWILA WA 98188 -7760 BUSH, ROED & HITCHING S, INC. August 26, 2002 Civil Engineers and Land Surveyors Mr. Dave Larson Sr. Building Inspector City of Tukwila ' 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 -2544 Re: Tukwila Self Storage Project BRH Job No. 99242 Dear Mr. Larson: CEO Slam . Hiteidnq, P.L.S. Pm4dene Ronnld G. Golly, P P. Senior Am oeaa:ea Alin 3. McMmui. P.L.S. John L weed, P.F. Anadiaes Bans D. Cammings. P.F. Dau.11 C. Naar, P.LS. Pro1es:1 Steve M. Admixes% P.L.S. Bryan L. Campbell, P.L.S. Ted F. Dimof; P.E. Rudd E lS samec b P.1:• Wialieae�4 iiidwu, P.1- Y• James V. Maim Todd A PgMAca, P.E. Jo. W. Ralph, P.L.s. Per the requeat of Barry Martin of Construction Associates, 1 am providing you with the following 'information: The building elevation for the apex point is 131.9 The Finish Floor elevation is 82.1 If you have any questions regarding this or I can be of any other assistance, please do not hesitate to contact me. Sincerely, BUSH, ROED & HITCHiNGS, fiTC. c Bryan L. Campbe,U, F.L.S. Project Manager sow 2009 Minor Avenue East, Seattle, Washington 98102.3513 - Phone 206/323-4144; Fax 206/323 -7135 ' 1- 800 -935 -0508 hamlet: brhinc.com Z2e4 %-e .01 71v (C(7/C 1 W. c • UO ..mo m w:. w =: J g J: • L•< • D:. • • I— O' Do CI I- • .w W H - :I1 .— uiz'. m` v = •:o. ..z '�i�l; \• 7fr'sRZ!r,`:!"'tri' ^�raifT' ti's,:. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Do--0 PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro •ect: ) 4er. SiV rQVI✓ Type of nspection: " A it7 11 Ka Add ss: Date Calle C/9jbji/DX //HfT�iy Special Instructions: Date W. ted: a.m. p.m. `Reque r: CLrrli heel rv//t C?..,e,.. f- Phone No: DApproved per applicable codes. D Corrections required prior to approval. COMMENTS: �MENTS: / - `� /4"/4ce c/l/ Pee 1 ,4 — -/;%in /H /rrea� /ic 4//7 hr: n� ,o /4 ri 7./ C/9jbji/DX //HfT�iy /— T, /hnf✓ /..,,,„ 7rce i /G/vei,. ,%- ,/' heel rv//t C?..,e,.. f- 0 rye 41•1 --s-e- f/ v-3- .- r,.;/-,r--;,,c.r p Oif 4 ;,--4 on-c RGrt//Jf On A/ c e/x..,-- — c�o,'y /a, /7't-% Inspector: 4,4e cc.c Date: Y.3//5—/0 2. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: filptllrllli1Yi11irirr�r�w .4 z • = z ' F—w cc 2. ....I.() :0O. 'co 0. W= J I N Imo; g -O IT- al •I- .z F-' Dp .0 H' W; II 0 0 w z U =: 1-1_, z To: File From: Rebecca Fox Re: Plantings at Tukwila Self - Storage Date: 8/1/02 Staff was concerned over how the newly - installed plants will survive given the steep slopes at the site. Deb Ritter spoke with Mike Kleer (of Marc Weisman, landscape architect's office- 206 - 322 -1732) and found that the plants had been installed without particular regard for the slope. She sent Mike a drawing of the preferred planting method on slopes. Mike indicated that the contract had been bare bones, and did not especially address this issue. Rebecca Fox and Deb Ritter visited the site on 7/15/02. A check of the landscaping showed that in general the plants had been installed per the basic specifications. However, we observed little topsoil, and that most of the plants were placed in sand with a topping of beauty bark. We expressed concern that the bark would soon wash off from the slopes on the east and west sides of the building, clogging the external drain and leaving the plants in distress. Hydroseeded areas had not yet sprouted. Checking the north of the building, the soil was largely clay. Puddles were observed adjacent to the building. On slopes, rivulets were forming by the plants, threatening to expose the root balls. Some new grass was observed adjacent to the building. Rebecca Fox and Joanna Spencer visited the site on 7/16/02 to check the external drains. Barry, the construction manager, said that additional asphalt would be poured with a lip surrounding the drain. It is hoped that this will catch runoff and prevent the drains from clogging. Staff discussed whether anything could be done to require the developer to replant the plants or install more topsoil. Since the type and number of plants has been installed basically corresponding to the landscape plan, it seemed that issuing a landscape bond could not be justified. :::_...._..� .,...: ::;.;.1}4 t^rled iAi e5!Y.:ti.Sh1 <!wkF. P .0 4�:.^.n :.,`. r. .' S ... BUT, STAFF ABSOLUTELY NEEDS TO RECHECK THE SITE IN 8/03 TO BE SURE THAT THE PLANTS ARE DOING OK!! Ailiire:84i4r Q. • • 0, N 0 w z' w u. w 0. wQ a; H w F-. Z 0. w w' I LIJ t-: H . u. 00 LL Z 0 s: L- 0 ff z 3/28/02 Erik— Here is the sign information which was approved by the Board of Architectural Review. It's fine to make changes, but they must be approved by the City. I have also attached an application for a sign permit. The sign code is on the City's web site www.ci.tukwila.wa.us INSPECTION NO ITV OF TUKWILA BUILDING DIVISION 300`Southcenter.Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Address: .Speci I instructions: Approved per applicable codes. Ty p of Insspectio : . (' 7 V f Date calle Date wanted: 1 Requester: �f1 1_nGfyf. {� Phone: ?kYCI Corrections required prior to approval. COMMENTS: 4:. • -� cob. /aces! Inspector::; 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt .No: Date: �' r� '_f. _w, r, 17it4:.W.n°nknr“IttLva BUSH, ROED & HITCHING S, INC. October 12, 2001 City of Tukwila Dave Larson Re: Tukwila Mali- Storage BRH Job No. 99242.06 Dave : Civil Engineers and Land Surveyors CEO stomaw. Hitciongs, P.LS. Frogging Ronald G. Coldy, P.E. Senor Aaeoglatea Jaffrey. J. McMartu:, P.LS: Jolat J. Weed, P.E. Aarodstera Bran D. Cumattiap, P.B. Darrell C. Nance, P.L.S. Project nanagetre Steve JNM. Ada:nano,P.L.S. Bryan 1.. Campbell, P.L.S. Ted F. Diator. P.E. Harold E. Hapat.on. P.L Valium A. Htdox. P.L.S. limo V. ifeergoa Todd A. Papas, P.E. Soo W Rolpb. P 4S. This letter is to certify the location and elevation for the footing of the above project. The location of the exterior edge of the footing forms have been as -built and found to be in a position to match or clear the layout dimensions as shown on sheet A1.1 of the Architectural. plans. The elevation of the top of footing as marked for the concrete pour is set at 71.5 feet. Should you have any questions regarding this matter, please contact me. Sincerely, BUSH, ROED & HITCHIN S, INC. Bryan . Campbell, P.L.S. . Project Manager 2009 Minor Avenue East, Seattle, Washington 98102 -3513 - Phane 206/323 -4144; Fax 206/323 -7135 1 -800. 935 -0508 Interact: brhinc.com re 2 o O' W =` W g J' ¢' I— _' Z 0 0, o N; o l- W W — LI LL ~O. w Z CO,,. City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director March 15, 2001 Steven Friedman Friedman Development P.O. Box 1018 Mercer Island, WA 98040 -1018 Re: Notice of Decision /Public Notice board for L99 -0078 Dear Mr. Friedman: Per your request, this letter will confirm that no appeals have been received in response to the Notice of Decision dated February 27, 2001. As you recall, the Design Review application required a Notice Board, per TMC 18.104, as part of the public review portion of your project. It has come to my attention that the Notice Board is still located on the property. As you have already received a Notice of Decision on the project, this Notice Board must be removed from the parcel as soon as possible. Please contact us when the Notice Board has been removed. If you have any questions, I can be reached at (206) 431 -3683. Sincerely, 4&?(-, Rebecca Fox Associate Planner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 a = H: �w U, 00: co w. w= J w, w 0 g 11 u- a. =• a M zM. i-- . Z ▪ o D. U N 0 w W; U' H U N: O z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Notice of Decision February 27, 2001 To: Steven Friedman State of Washington Department of Ecology This notice is to confirm the decision reached by the Tukwila Board of Architectural Review on Thursday, January 25, 2001. The Board of Architectural Review voted to approve the design of a 75,000 square foot office building based on the findings and conclusion in the staff report dated January 16, 2001, with the condition that landscaping shall include ground cover with 18" on center and the submittal of an irrigation plan. Revisions must be approved by the Director of Community Development prior to the issuance of a building permit. This letter is issued pursuant to the Permit Application Types and Procedures, Tukwila Municipal Code Zoning Chapter, (18.104.170) on the following project and permit approvals. Project File Number: L99 -0078, Design Review Application Associated Files: E99 -0033 (SEPA determination) Applicant: Steven Friedman for Gencor Development Request: Construct a 75,000 sq. ft. self - storage building. The project is subject to design review. Location: 5950 Southcenter Boulevard SEPA Determination: DNS Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at: Tukwila Department of Community Development; 6300 Southcenter Boulevard., Suite 100; Tukwila, WA 98188 Monday through Friday; 8:30 a.m. -5:00 p.m. The planner managing the project is Rebecca Fox who may be contacted at 431 -3683 for further information. This decision may be appealed to the Tukwila City Council pursuant to TMC 18.104.010 E. by filing a Notice of Appeal within 14 calendar days from the date of the issuance of this Notice of Decision (TMC 18.116.010). Information on the content of the Notice of Appeal may be obtained from the Department of Community Development at the address noted above. c: \carol \Segale - office\notdec.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431-3670 • Fax: 206-431-366i-gft PLANNING COMMISSIG_ PUBLIC HEARING MINUTES JANUARY 25, 2001 The public hearing was called to order by Chair Stetson at 7:00 p.m. Present: Absent: Commissioners: Kathryn Stetson, Vern Meryhew, David Livermore, Bill Arthur, Kirstine Whisler and Henry Marvin. Representing City Staff: Jack Pace, Minnie Dhaliwal, Nora Gierloff and Wynetta Bivens. Commissioner, George Malina. KIRSTINE WHISLER MADE A MOTION TO ADOPT THE MINUTES FROM DECEMBER 14, 2000. VERN MERYHEW SECONDED THE MOTION; THE MOTION WAS UNANIMOUSLY APPROVED. Chair Stetson swore in those wishing to provide testimony. fi, ��y- t'" h'. 1h: Y. ��k' ae,;: rMk`:' 2�K' t: 4"-. zkc;.:* nvrtrtrearrx�srxsrsr ;.?zTar•�tt:rnn:c,-�:�crsrs«v nw Case Number: L98 -0078 - Gencor Development (Design Review) R Location: 5950 Southcenter Boulevard y Request: BAR approval of a 3 -story self - storage building with two basements. Rebecca Fox presented the staff report. Staff recommended approval, with the following condition: 1. Landscaping shall include ground cover with 12 "on center, rather than 18" on center as shown on landscape plan. An irrigation plan with moisture detectors and maintenance plan must be submitted. These additions /revisions must be approved by the Director of Community Development prior to the issuance of a building permit. Rebecca and Jack Pace answered questions for the Commissioners. Steve Freeman, for the applicant, provided clarification and addressed concerns and issues raised by the Commissioners. There were no further comments. Public Hearing closed by Chair Stetson. The Commission deliberated. VERN MERYHEW MADE A MOTION TO APPROVE THE DESIGN REVIEW FOR CASE NUMBER L99 -0078, WITH STAFFS FINDINGS, CONCLUSIONS AND RECOMMENDED CONDITION. HENRY MARVIN SECONDED THE MOTION; THE PLANNING COMMISSION UNANIMOUSLY APPROVED THE MOTION. y+!c� :paq� �y�{ 57,4 ,�,.,1Vi' _ t.:%C.• ^Yi .:'. Y:: S' C" r'.'. ','�f:!:;il'.'ri.7:Li.'.>.i;::i %` .... Y�.W1iJ �i wt.' ft'. N'« i)+ w' r' YS` s:'�k4•.TS.kitir ✓ + *�:4'�uTJ.r��` hit" w: N. R�3�fhYnLx.. Ur....«. o..... iiJ. L".;,... a._. Rwl' br. .' li�' s: .i.ti�:tti�t:•.:.:...,..."!'`�1. Case Number: Location: Request: L2000 -82 - Dick Hendry, Huish Family Fun Centers (Design Review) 7200 Fun Center Way Design review approval is required for this proposal for development of a hotel. Nora Gierloff presented the staff report. Staff recommended approval. Shane Huish, for applicant, gave presentation and answered questions. There were no further comments. Public Hearing closed by Chair Stetson. Planning Commission Page 2 The Commission deliberated. HENRY MARVIN MADE A MOTION TO APPROVE THE DESIGN REVIEW FOR CASE NUMBER L2000 -082, WITH STAFFS FINDINGS, CONCLUSIONS AND RECOMMENDATIONS. BILL ARTHUR SECONDED THE MOTION; THE PLANNING COMMISSION UNANIMOUSLY APPROVED THE MOTION. Case Number: L2000 -85 - XM Radio (Conditional Use Permit) Location: 11030 East Marginal Way South Request: Conditional Use Permit approval for the installation of a wireless telecommunication facility, consisting of antennae mounted on an existing 125 foot tall monopole and associated operating equipment placed underneath the monopole. Bill Arthur made a declaration. His spouse and daughter are employed by competitors; he wanted to know if anyone objected to him hearing the case. Wendy Moon, with LCC International had no objections. Minnie Dhaliwal presented the staff report. Staff recommended approval, with the following condition: 1. The slats to be installed in the existing chain link fence must be painted the same color as the existing building. The color of the antenna must match the color of the existing monopole. Paul Wozniak, for the applicant, concurred with staff's recommendations. There were no further comments. Public Hearing closed by Chair Stetson. The Commission deliberated. VERN MERYHEW MADE A MOTION TO APPROVE THE CONDITIONAL USE PERMIT FOR CASE NUMBER L2000 -085, WITH STAFFS FINDINGS, CONCLUSIONS AND RECOMMENDED CONDITION. KIRSTINE WHISLER SECONDED THE MOTION; THE PLANNING COMMISSION UNANIMOUSLY APPROVED THE MOTION. The Planning Commission held election of Officers for the 2001 term. Chair Stetson nominated Vice - Chairman Vern Meryhew to proceed her as Chairman and Commissioner David Livermore for Vice - chairman. The Commissioners were all in favor of the nomination. DIRECTOR'S REPORT • Rebecca gave an update on the Comp Plan Amendments. • Jack gave an update on 2001 projects coming before the Commission. • Shoreline Master Plan update Meeting adjourned approx. 8:30 p.m. Respectfully Submitted Wynetta Bivens Q:\PLANCOM\MINUTES \1- 25- 01.doc z • z O 0 co 0 tu w= CO J I—, LL' w 0 LL Q •Nd. .H w; I— 0 •ZH, LLI D.0: ,. ,Lu w, wZ :U CO .O .Z City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Steven M Mullet, Mayor STAFF REPORT TO THE BOARD OF ARCHITECTURAL REVIEW PREPARED January 16, 2001 HEARING DATE: January 25, 2001 NOTIFICATION: Notice was mailed on January 11, 2001 and published in the Seattle Times on January 12, 2001. FILE NUMBER: L99 -0078 APPLICANT: Gencor Development REQUEST: BAR approval of 3 story self - storage building with two basements ASSOCIATED PERMITS: SEPA Checklist LOCATION: 5950 Southcenter Boulevard COMPREHENSIVE PLAN DESIGNATION: RCMU— Regional /Commercial Mixed Use ZONE DESIGNATION: RCMU— Regional /Commercial Mixed Use SEPA DETERMINATION: Determination of Non - Significance, issued March 3, 2000 STAFF: Rebecca Fox ATTACHMENTS: A. Architectural Drawings B. Applicant's Response to Design Review Criteria C. Color Board (at hearing) D. SEPA Determination of Non - Significance (3/3/2000) v.unyuwumcuw...urinrvnrvtmi Vangmuc Phone: (206) 433 -1800 • City Hall Fax: (206) 433 -1833 z ~; w' 6 J0. :O O'. lot)! •.V) w; w=; : • w O, J� u-<. 22 a _: z I— 0. ,zt 0 1- w w, H V LL • • .O 'ui ; U N:, z Staff Report to the Board of Architectural Review 5950 Southcenter Blvd. FINDINGS VICINITY /SITE INFORMATION L99 -0078 Mr. Van Gard— Project Description The applicant is requesting approval for a 3 story, 2 basement 75,000 square foot self - storage building. Surrounding Land Uses The building will occupy a prominent location on Southcenter Boulevard, west of the 6151 Avenue South Bridge. The ARCO AM/PM station is immediately adjacent on the west. The North Hill apartments are immediately north of the site, with Crystal Ridge Condominiums to the northeast, and other multi - family development to the northwest. DESIGN REVIEW CRITERIA Board of Architectural Review (BAR) approval is required for this project since its gross square building footage exceeds 10,000 square feet in an RCMU -- Regional Commercial Mixed Use district. The BAR has authority to approve, approve with conditions or deny the application based on a clear compliance with the criteria which follow. 1. Relationship of Structure to Site. a. The site should be planned to accomplish a desirable transition with streetscape and to provide for adequate landscaping and pedestrian movement; b. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas; c. The height and scale of each building should be considered in relation to the site. Native trees and shrubs are planted in the required landscape areas. Additional landscaping provided in the right -of -way helps to soften and shield the building from Southcenter Boulevard. Some existing plants and trees will be retained at the rear of the site to smooth the transition to the adjacent residential uses. Parking requirements for self - storage facilities are not addressed directly in the Zoning Code. A Director's Finding (L98 -0013) concluded that 1 parking space was needed for each 4,500 square feet of usable space in a self - storage facility. 12 parking spaces and 3 loading spaces are provided in a single row directly in front of the building. The parking area includes two landscape islands. (Attachment A, page A -1) Although the tip of the parapet on the south (front) facade is 42' in height, the overall building height averages approximately 27 feet, given the elevation change on the site. The building is set into the steep hillside. The building's mass is somewhat mitigated by the use of false balconies and windows to provide a more "office" look. 1 z re JU U O, N J= .U) LL. w0 2 ga w d. = w' Z� i- 0 Z 2 OCO ww Liz 0 Z' ILI _. O~ Staff Report to the Board of Architectural Review 5950 Southcenter Blvd. 2. Relationship of Structure and Site to Adjoining Area. L99 -0078 Mr. Van Gard- a. Harmony in texture, lines and masses is encouraged; b. Appropriate landscape transition to adjoining properties should be provided; c. Public buildings and structures should be consistent with the established neighborhood character; d. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged; e. Compatibility of on -site vehicular circulation with street circulation should be encouraged. Building elevations (Attachment A, pages A -9 and A -10) indicate that at an average of approximately 27 feet, the building is within the 35 foot height limit for structures in the RCMU ( Regional Commercial Mixed Use) zone. The building's roof is approximately 19 feet lower than the ground level of the North Hill Apartments, and eight feet below the foundation level of Building B of the Crystal Ridge Condominiums. (Attachment A, Site Sections, pages A2 and L2). The parking lot includes the required 12 parking stalls, including one handicap space, and 3 loading spaces. Loading spaces are directly in front of the front door. A covered entry shields visitors from the elements. A raised asphalt striped pedestrian pathway will be installed from Southcenter Boulevard to the proposed building and the existing sidewalk to the North Hill Apartments above. The existing approach to the North Hill apartments will be widened to make a driveway on the west edge of the site which will provide regular, non - emergency ingress and egress for cars and service vehicles. The Fire Department requires a second driveway for emergency access; Public Works stipulates that it should be paved in asphalt. The emergency driveway will include two sets of posts with chain and cut -off lock to prevent non - emergency access. The first chain shall be placed on the private property at the property line and the second shall be placed in the R.O.W. north of the sidewalk. A "Do Not Enter" sign will be placed on the east side of Southcenter Boulevard to prevent motorists from turning in. 3. Landscaping and Site Treatment. a. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and entranced; b. Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance; c. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade; d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken; e. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged; f. Screening of service yards, and other places which tend to be unsightly, should be accomplished by use of walls, fencing, planting or combination; g. In areas where general planting will not prosper, other materials such as fences, walls and pavings of wood, brick, stone or gravel may be used; h. Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. Staff Report to the Board of Architectural Review 5950 Southcenter Blvd. L99 -0078 Mr. Van Gard— The building sets into the steep hillside. The landscape plan (Attachment A, pages L1 and L -2) features native plants and includes the following elements: • The required 10 foot landscape area on the south (front) side features Douglas Fir and Myrtle; • Additional landscaping in the right -of -way includes another row of Douglas Fir and Myrtles with groundcover and several Vine Maples along the street; • Landscape areas on the east and west sides features evergreen trees (Red Cedar, Douglas Fir or Shore Pine) with a mixture of large and small shrubs which soften the building expanse • Two landscape islands in the parking area include pear trees and shrubs. • Vinca groundcover is provided in 4' pots at 18' o.c. z 00 w= • J H w O. 2 g Q. Some plants at the rear (north) of the site will be retained. The garbage /recycling cn a dumpsters are screened with tan metal siding that matches the building material. The air `_.. w: conditioning unit in the western landscape area will be screened with plant materials. A ? I--- parapet shields the elevator shaft from view along Southcenter Boulevard. z 0 0 uf U 0. ;O N, a. Architectural style is not restricted, evaluation of a project should be based on quality of its H design and relationship to its surroundings; 2 b. Buildings should be to appropriate scale and in harmony with permanent neighboring 1- 0. developments; u- 0 . : — O c. Building components such as windows, doors, eaves, and parapets should have good . proportions and relationship to one another. Building components and ancillary parts shall be • U 0, consistent with anticipated life of the structure; 0 d. Colors should be harmonious, with bright or brilliant colors used only for accent; z e. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view; f. Exterior lighting should be part of the architectural concept. Fixtures, standards, and all exposed accessories should be harmonious with building design; g. Monotony of design in single or multiple buildings projects should be avoided. Variety of detail, form and siting should be used to provide visual interest. 4. Building Design. The building elevations (Attachment A, pages A -9 and A -10) show that the building will be constructed primarily of vertical metal siding with painted concrete, stucco and glass accents. Dark glass or plexiglas "windows" and stucco "balconies" break the building mass. These features provide some visual variety and detail, and suggest an office use. The color board ( Attachment C) indicates a range of muted, earth -tones for the project. The south (front) facade is accented with a peaked entryway parapet. Two "steps" are placed at either side of this parapet. Another parapet without "steps" is placed at the roof level. The entry -way covering and parapet will be a weathered copper colored metal. The main roof is essentially flat, constructed of non - reflective, galvanized metal. The elevator shaft penthouse will be screened from street -level view by the roof -top parapet. The air conditioning unit is located at the west side of the building and is screened with plantings. 3 Staff Report to the Board of Architectural Review 5950 Southcenter Blvd. L99 -0078 Mr. Van Gard— The back -lit, wall- mounted sign features white lettering identifying "Mr. Van Gard Storage" on the building front, along with the blue and yellow logo featuring a policeman and key. The lighting plan (Attachment A, page A -3) shows 15 wall- mounted, downward - shining 75 watt halogen lamps affixed to the building perimeter, 24" below the building coping. These metal lamps have a 300 ray maximum and frosted glass lens. Three recessed soffit lights have a clear glass lens and are placed at the covered loading area facing Southcenter Boulevard. Lamps are baked enamel earth -tone in color and simple in design. Figure A3 indicates a pylon sign. No information is provided about this sign. 5. Miscellaneous Structures and Street Furniture. a. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale; b. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. No street furniture is provided. A smooth concrete retaining wall runs along the eastern edge of the building, stepping down from 10 feet to two feet as it approaches the right of way. The recycling/garbage dumpster is located at the eastern edge of the parking area, adjacent to the retaining wall. The dumpster is screened with an opaque enclosure constructed with the same metal siding used on the building. CONCLUSIONS The Board of Architectural Review, pursuant to Tukwila Municipal Code (TMC) Section 18.108.040, hereby makes the following findings and conclusions under the city's Design Review Criteria (TMC 18.60.050). (1) Relationship of Structure to Site. The structure is positioned in relationship to its steep site and the roadway. The building's placement on the site enables it to tuck into the hill to minimize its mass when viewed from Southcenter Boulevard and adjacent residential buildings. Required parking and loading is provided.. Proposed landscaping includes predominantly native trees and shrubs which screen the building from the roadway and adjacent properties. (2) Relationship of Structure and Site to Adjoining Area. The building meets the Zoning Code height, setback, landscaping, and parking requirements. Landscaping with evergreens and other native plants provides screening for the building. The elevator penthouse is screened from Southcenter Boulevard by the roof level parapet. The pedestrian walkway permits circulation on the site. Staff Report to the Board of Architectural Review 5950 Southcenter Blvd. (3) Landscaping and Site Treatment. L99 -0078 Mr. Van Gard— The use of evergreens and other native plantings will screen and soften the building's appearance when viewed from Southcenter Boulevard, as well as from the adjacent residential properties. Since groundcover is being placed at 18' on center, there is concern that it will not establish itself on the site at the required 90% coverage three years after planting. The lighting appears to be appropriate to the building, without undue glare on neighboring residences or other properties. (4) Building Design. The proposed building's design is consistent with other area buildings. Details, including "balconies" and tinted "windows" break the building mass. The use of muted colors and varied materials suggest an office use. The design of the entry- and roof -level parapets is coordinated. (5) Miscellaneous Structures and Street Furniture. The screened trash/recycling area enclosure is integrated with the building design through use of the same metal siding used on the building. No street furniture is provided. The blue and yellow figure in the logo sign will be very visible against the neutral -toned wall surface. The lighting plan indicates a pylon sign at the entry, but no details are provided. RECOMMENDATIONS Staff recommends approval of the Design Review permit with the following condition: 1. Landscaping shall include ground cover with 12" on center, rather than 18" on center as shown on landscape plan. An irrigation plan with moisture detectors and maintenance plan must be submitted. These additions /revisions must be approved by the Director of Community Development prior to the issuance of a building permit. Information Item: The applicant has identified a location for a pylon sign, but has provided no details. The sign will need to conform to Sign Code standards (i.e. height, setback, size) and should reflect the design of the building. 5 z n: 00 W =' J I. w O. u_j w Z �. E-0 Z i--. i0 -. 0 = 0! Z. U N 0 ~` z Jan-25-01 12:21P SUNSET HILLS ( ONE PAGE FAX FOR REBECCA FOX - PLANNING DEPT _../ 425 746 2131 January 25, 2001 RE: File 199-0078, E99-0033 Dear Rebecca: This letter is being written to set forth some of my opinions about the storage facility that is to be constructed on Southcenter Boulevard. My comments are as follows: I. I think the storage facility will serve the community well. 2. With the large volume of cars exiting from the Southcenter Mall and with the current difficulties turning right (heading east) out of the AM/PM and Denny's parking lots, I would suggest that either a traffic light be erected at the driveway of the storage facility or that all traffic exiting out of the storage unit be required to turn left (head west) in order to minimize accidents. Thank you for allowing me to voice my opinion. Jacquelyn Faludi 15358 6rd Ave. South Tukwila, WA 98188 P .01 y,. Dept. Of Community Development City of Tukwila • AFFIDAVIT OF DISTRIBUTION 1, HEREBY DECLARE THAT: Notice of Public Hearing Project Number: L r.- 001K Determination of Non - Significance Person requesting mailing: c.cA - Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ FAX To Seattle Times Classifieds . Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other • Was mailed to each of the addresses listed on this /l day of ki-, . in the year 20 DI P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: 5f icn Fil.P.lnlan / (3e iCor Project Number: L r.- 001K Mailer's Signature: (Ifk- C- .Jc_ Person requesting mailing: c.cA - P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Steven M Mullet, Mayor NOTICE OF HEARING DATE: January 10, 2001 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: STEVEN FRIEDMAN /GENCOR INC.) LOCATION: 5950 Southcenter Boulevard, Tukwila, WA FILE NUMBER: L99 -0078 (Design review) E99 -0033 (SEPA) PROPOSAL: 75,000 sq. ft self - storage facility with three stories over two basements OTHER REQUIRED LAND USE PERMITS: Development Permits (i.e. Building, Land Alteration, Sign Permit) These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on January 25, 2001. This is also tentatively scheduled for a public hearing on January 25, 2001. If you are interested in attending the hearing, please contact the Department at (206) 431 -3670 to ensure the hearing is still scheduled for this date. If you cannot submit comments in writing by the cutoff date indicated above, you may still appear at the hearing and give your comments on the proposal before the Board of Architectural Review (B.A.R.). If you have questions about this proposal contact Rebecca Fox, Planner -in- charge of this file. Anyone who submits, or who has previously submitted, written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision by the B.A.R. on a project or obtain information on your appeal rights by contacting the Department of Community Development at 431 -3670. A decision from the B.A.R. may be appealed to the City Council. The Department will provide you with information on appeals if you are interested. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: November 4, 1999 December 10, 1999 January 11, 2001 Phone: (206) 433 -1800 • City Hall Fax: (206) 433 -1833 z• W. 6 J V; .0 o. U) W W =: J WHO.. u_¢ d, Z ~ _' Z� Z tui U 'O N !O W, iii U co; • z •• Sent letters from Crystal Ridge: 1. Lavada Banks 15315 Sunwood Bl. #201 Tukwila 98188 2. Linda Best 15123 Sunwood Blve, G32 Tukwila, WA 98188 v13-13-2-2- 3. Bonnie Brakken 2.14Li - 31/ 2 3 15335 Sunwood Blvd, #C103 Tukwila, WA Ronae Bunger ° 15335 Sunwood Boulevard C-302 Tukwila, 98188 4. F.A. Cox 15335 Sunwood Blvd, C-104 140-1- pa 13 L./Mew Tukwila, Wa 98188 5. Lisa Edwards 15325 Sunwood Blvd. #B-202 Tukwila 98188 6.George R. Evans 15335 Sunwood Blvd., #C-201 Tukwila, 98188 Daniel and SueAnn Gilmore 15325 Sunwood Blvd, #B-101 P.O. Box 68832 Seattle, WA 98168 Maureen Hitchcock 15345 Sunwood Blve, #D202 Tukwila, WA 98188 Vinh Huynh 15325 Sunwood Blvd, B-301 Tukwila, WA 98188 Steve S. Johnson 15345 Sunwood Blvd. Seattle, WA 98188 Li ST tflt ZW-itt (1 b ima-coci I In' 2,11(3- 0/00 ev 15 I_ 1,01.0 g16-2' 13iflOrl Sylvia Jones 15310 Sunwood Blvd., Apt F1 -201 Tukwila, WA 98188 Mona Law 15335 Sunwood Blvd, C -304 Tukwila, WA 98188 Jose Domingo Maldonado Crystal Ridge Condominiums, #A -102 Tukwila, WA 98188 Kristina Lowrey 15325 Sunwood Boulevard, B303 Tukwila, WA 98188 Kathryn J. Moschel, CPA 14335 Sunwood Blvd., #C301 Tukwila, WA 98188 Ross H. Moses 13325 Sunwood Blvd., #B -103 Tukwila, WA 98188 Maria Mueller 15315 Sunwood Blvd, A -304 Tukwila, WA 98188 Ed Murphy 15345 Sunwood Blvd., #D -203 Tukwila, WA 98188 Donna Parry 15315 Sunwood Blvd, #A -02 Tukwila, WA 98188 Marcia Ross 15350 Sunwood Blvd., F2 -202 Tukwila, WA 98188 Zdb 2W6- ozy3 Nuti^rv, y 21 3-144-2 z Wiz; 'J U QUO; p■. : .co w J=. u. w o. . z •• Z Ii •• •U o 1. • O N !0 w w .;_ Z, ICU N; .z teeamts" VERN & GLENITA AARHUS 15220 SUNWOOD BLVD TUKWILA WA 98188 -2444 DONNA MAY ANDERSON 6289 S 153RD ST #I -2 TUKWILA WA 98188 -2539 ANTONIA ABBOTT 15175 SUNWOOD BLVD #DD12 SEATTLE WA 98188 -7894 JEFFREY C. ANDERSON 15115 SUNW000 BLVD #H -12 TUKWILA WA 98188 -2447 LEONA ARCHER _. ARENSBERG JODEEN R TRUST 15315 SUNWOOD BL #A301 14403 ADDISON ST #17 TUKWILA WA 98188 -2435 SHERMAN OAKS CA 91423 -1735 ATLANTIC RICHFIELD COMPANY PO BOX 2485 LOS ANGELES CA 90051 -0485 LAVADA M. BANKS 15315 SUNWOOD BLVD #A201 TUKWILA WA 98188 -7730 RALPH DARWIN BARTH • 15344 62ND AVE S #A -1 TUKWILA WA 98188 -2503 THOMAS P. BEATTY 15175 SUNWOOD BLVD #D -21 TUKWILA WA 98188 -7894 JAMES & SUSAN M. BEST 14115 55TH AV S TUKWILA WA 98168 -4575 LOWELL 0. BIEBER 1601 TEN MILE RD EVERSON WA 98247 -9605 SHARI L. BOLDEN 15195 SUNWOOD BLVD #833 TUKWILA WA 98188 -7765 SANDRA G. AULT 15119 SUNWOOD BLVD #H -22 TUKWILA WA 98188 -2447 ANNETTE M. BARNIVILLE 30027 51ST CT S AUBURN WA 98001 -2315 KATHLEEN A. BARTON 15153 SUNWOOD BLVD #22F TUKWILA WA 98188 -7754 THOMAS P. BEAM 15114 SUNWOOD BLVD #M11 TUKWILA WA 98188 -2446 LISA S. BEST 15123 SUNW000 BLVD #G -32 TUKWILA WA 98188 -7890 ROBERT E. BISCHOFF 15330 SUNWOOD BLVD #E -204 TUKWILA WA 98188 -2432 BARBARA A. BOLTON 15335 SUNWOOD BLVD #C -104 TUKWILA WA 98188 -7861 181 ssaipor LCmaLC..LLl1.3 KERI L. AKERS 15165 SUNWOOD BLVD #C33 TUKWILA WA 98188 -7756 KATHERINE ANDERSON 1227 SW 132ND LN #713 SEATTLE WA 98146 -3094 CLARENCE ARESVIK 6235 S 153RD ST #0-3 TUKWILA WA 98188 -2539 MICHAEL W. BAKER 15350 SUNWOOD BLVD #F2301 TUKWILA WA 98188 -7865 ROGER BARR 15185 SUNWOOD BLVD #A23 TUKWILA WA 98188 -7763 HERB R. BAYLIN 15266 SUNWOOD BLVD #D11 TUKWILA WA 98188 -7731 DAVID BELL 15278 SUNWOOD BLVD #C11 TUKWILA WA 98188 -7851 KIMBERLY L. BICKNELL 15335 SUNWOOD BLVD #C -101 TUKWILA WA 98188 -7861 DAINA M. Z. BOGGS 15325 SUNWOOD BLVD #8201 TUKWILA WA 98188 -7728 LYNNE S. BRADY 15175 SUNWOOD BL #D32 TUKWILA WA 98188 -7760 ' clnaa.1 y�d6�4� Z :—Z, O 0; U 0 N w! W2 J I- w Di g • J. L1 < co —0 I— • w Z �. 0 Z LLI : Sti Feed @gtsTM EDA E. BRENNAN 3011 FLORA VISTA ALAMEDA CA 94502 -6817 JOEL H. BRUNK 15175 SUNWOOD BLVD #D31 SEATTLE WA 98188 -7760 SUEANN BUCHANAN PO BOX 68832 SEATTLE WA 98168 -0832 JAMES B. & DONNA M. BUREACH 6239 S 153RD ST #D5 TUKWILA WA 98188 -2539 DONA A. BUTUYAN 15315 SUNWOOD BLVD #A302 TUKWILA WA 98188 -2401 RHONDA L. CARIVEAU 6275 SOUTH 153RD STREET #G4 TUKWILA WA 98188 -2539 RAYMOND RUI QUING CHI 15345 SUNWOOD BLVD #D-104 TUKWILA WA 98188 -7862 CYNTHIA CISNEROS 6263 S 153RD ST #3 TUKWILA WA 98188 -2539 MICHELE L. CONRAD 21827 110TH AV SE KENT WA 98031 -1311 DEBORAH A. DAVIS 15345 SUNWOOD BLVD #D303 TUKWILA WA 98188 -7745 SANDRA K BRESLICH 6283 S 153RD ST #1 H SEATTLE WA 98188 -2539 JAMES P. BRUSSE 15350 SUNWOOD BLVD #F2 -302 TUKWILA WA 98188 -7743 MONTE C. BUHITE 15366 62ND AV S #82 TUKWILA WA 98188 -2503 RICHARD F. BURLEIGH 10247 WATERS AVE S SEATTLE WA 98178 -2544 FREDERICK T. & MESHIA N. CAMPBELL 15356 62ND AV S #A6 TUKWILA WA 98188 -2503 MICHAEL A. CARLSON 15185 SUNWOOD BLVD #22 TUKWILA WA 98188 -7895 EILEEN T. CHIKAMURA 15238 SUNWOOD BLVD UNIT G -3 TUKWILA WA 98188 -2444 MAUREEN ANNE CLARK 15255 SUNWOOD BL #A -21 TUKWILA WA 98188 -7717 DONNIE A. CRISP 6291 S 153RD ST TUKWILA WA 98188 -2539 JOANNE C. DAVIS 15117 SUNWOOD BLVD #21 SEATTLE WA 98188 -2447 'qei ssaip FRED & DOLORES J. BROOM 6247 S 153RD ST APT 2 -E TUKWILA WA 98188 -2539 Z GUNNEL BRYDOLF Z 15102 SUNWOOD BLVD #K -11 ?W. TUKWILA WA 98188 -2446 LLl JU UO: CD W. W I- 1-, RONAE C. BUNGER 15335 SUNWOOD BLVD C -302 W O. TUKWILA WA 98188 -7861 • CO • D ▪ W JAY L BUTLER • 1- 2 • 15315 SUNWOOD BLVD #A -303 • ? TUKWILA WA 98188 -7857 O .W W; ~. Dp • ;O N. NATHANIEL A. CARASA 6295 S 153RD ST #K1 W W' TUKWILA WA 98188-2539 V; 0: •Z W� U= CELLULAR NETWORKS INC 0 960 N DU PAGE AVE Z LOMBARD IL 60148 -1243 DEBORAH S. CHU 15153 SUNWOOD BLVD, #FF -31 TUKWILA WA 98188 -7892 TIMOTHY E. COLLINS 15228 SUNWOOD BLVD #H3 TUKWILA WA 98188 -2444 RON CROCKETT 7920 53RD AVE W UNIT C MUKILTEO WA 98275 -2687 ALEXIS V. DAVISON 21123 SE 137TH PL ISSAQUAH WA 98027 -8489 , • 5raegizigeed SheelsTM YOSHIO J. SHIOTA 4422 S MYRTLE ST SEATTLE WA 98118 -3831 JAMES F. SIMONSON 1718 41ST AVE SW SEATTLE WA 98116 -2057 MORGAN A. SIMONDS 15165 SUNWOOD BLVD #C-22 SEATTLE WA 98188 -7893 LINDA J. SKAGGS 15335 SUNWOOD BL #C -103 TUKWILA WA 98188 -7861 �..: egei ssairqf# temilpkif DONNA J. SIMONS 6297 S 153RD ST #K -2 TUKWILA WA 98188 -2539 D. A. & WEST J. M. SMITH 4254 SW 323RD ST FEDERAL WAY WA 98023 -2495 GERALD T. SMITH GERALD T. SMITH JO ETTA SMITH 15335 SUNWOOD BLVD #C -203 . 15226 SUNWOOD BLVD 15105 SUNWOOD BLVD TUKWILA WA 98188 -7861 TUKWILA WA 98188 -2444 TUKWILA WA 98188 -2447 SOUTHCENTER JOINT VENTURE 25425 CENTER RIDGE RD CLEVELAND OH 44145 -4122 SUSAN STARK 15113 SUNWOOD BLVD #1-1-11 TUKWILA WA 98188 -2447 JOSEPH W. STONE 15278 SUNWOOD BLVD #C22 TUKWILA WA 98188 -7851 KEITH R. SWANK 15330 SUNWOOD BLVD #E -103 TUKWILA WA 98188 -2432 VICTOR R. TARVER 15254 SUNWOOD BLVD #E -11 TUKWILA WA 98188 -7853 MICHAEL B. THOMAS 15266 SUNWOOD BLVD #D32 TUKWILA WA 98188 -7733 TJOSSEM ROBERT P & LINDA L 10522 NE 1871H ST BOTHELL WA 98011 -3016 SP HAMPTON ASSOC LP 33430 13TH PL S #300 FEDERAL WAY WA 98003 -7329 MICHAEL STEINER 8625 234TH AVE E BUCKLEY WA 98321 -9204 KAREN L. STRANDBERG 15345 SUNWOOD BLVD #D -204 TUKWILA WA 98188 -7862 KAZUE TAGAMI 15278 SUNWOOD BLVD #C21 TUKWILA WA 98188 -7851 DOROTHY M. TEELING 15392 62ND AVE S C -5 TUKWILA WA 98188 -2503 RYAN S. THROWER 15232 SUNWOOD BLVD #H1 TUKWILA WA 98188 -2444 YUK LING TONG 15350 SUNWOOD BLVD #F2 -202 TUKWILA WA 98188 -7742 BETH A ENSIGN NANCY STANLEY 15255 SUNWOOD BLVD, #A -23 TUKWILA WA 98188 -7717 OLLARY STEVENSON 15255 SUNWOOD BLVD #A -37 TUKWILA WA 98188 -7717 PRASAT SUPIYA 15330 SUNWOOD BLVD #E302 TUKWILA WA 98188 -7880 TERENCE K C. TAM 15315 SUNWOOD BLVD #A -104 TUKWILA WA 98188 -7857 GAYLE D. TERRY 15165 SUNWOOD BLVD #C23 TUKWILA WA 98188 -7757 KENNETH THYNES 15266 SUNWOOD BLVD #D-21 TUKWILA WA 98188 -7852 TRIAD PROPERTIES LLC 120 2ND AVE S EDMONDS WA 98020 -3512 ,Sm813ZFeed TdseeiSTM SHANE M. DE LACRUZ LACRUZ 15248 SUNWOOD BLVD #F22 TUKWILA WA 98188 -2444 KIM A. DOBBS 5720 S 144TH ST TUKWILA WA 98168 -4548 STEPHEN K DOUGLAS 15266 SUNWOOD BLVD #D12 TUKWILA WA 98188 -7731 JOHN W. ELDER 15372 62ND AVE S #B-5 TUKWILA WA 98188 -2503 ALEX A. & OKWHAN ESSEN 15310 SUNWOOD BLVD #F1 -302 TUKWILA WA 98188 -7740 MARQUITA M. FARNOOMB 15107 SUNWOOD BLVD #12 TUKWILA WA 98188 -2447 RAYMOND E. FIDECARO 15345 62ND AVE S #A -2 TUKWILA WA 98188 -2504 LORRI FROID 15352 62ND AVE S TUKWILA WA 98188 -2503 JACK GARN 15165 SUNWOOD BLVD #C31 TUKWILA WA 98188 -7756 I DOUGLAS W. GLENN 15153 SUNWOOD BLVD #F32 TUKWILA WA 98188 -7753 • JOHN E. DEXTER 15278 SUNWOOD BLVD #C-33 TUKWILA WA 98188 -7851 WILLIAM H. DOBSON 15160 SUNWOOD BLVD #S -22 TUKWILA WA 98188 -2446 GLENDORA B. EAGLIN 1315 S PUGET DR #C -31 RENTON WA 98055-4364 CAROL J. ELLERBY 23410 1811H AVE S #L30 DES MOINES WA 98198 -7576 GEORGE R. EVANS 15335 SUNWOOD BLVD #C -201 TUKWILA WA 98188 -7861 FARRER UNA LOY M C REVOC TRUST 7432 121ST AV SE NEWCASTLE WA 98056 -1241 ROBERT A. FORT 15246 SUNWOOD BOULEVARD #F -12 TUKWILA WA 98188 -2444 ROGER W. GALICIC 3263 S 137TH ST SEATTLE WA 98168 -3963 WANDA F. GENTRY 15384 62ND AVE SOUTH APT 1, B LTUKWILA WA 98188 -2503 PETER K GOERLITZ 3548 NE 113TH ST SEATTLE WA 98125 -5739 • 3qe� ssaipp use tem ®A219AV JEAN H. DICKSON 15103 SUNWOOD BLVD #J -12 SEATTLE WA 98188 -2447 LORETTA L. DONNELLY 15123 SUNWOOD BLVD #G21 TUKWILA WA 98188 -7748 GENE EDWARDS 15325 SUNWOOD BLVD #B202 TUKWILA WA 98188 -7728 AURORA A. ESCAME 6231 S 153RD ST, #1 -0 TUKWILA WA 98188 -2539 JACQQUELYN FALUDI 15358 62ND AV S #A7 TUKWILA WA 98188 -2503 PHILIP J. & JOAN M. FERRELL 15350 SUNWOOD BLVD #F2 -101 TUKWILA WA 98188 -7741 ALAN D. FRANK 15128 SUNWOOD BLVD #NN -12 TUKWILA WA 98188 -2446 FRANCES M. GARIGLIO 15150 SUNWOOD BLVD #R -12 TUKWILA WA 98188 -2446 ARDELLA M. GINN 6251 SO 153RD ST #E-4 TUKWILA WA 98188 -2539 JAMES W. GOERS 15154 SUNWOOD BLVD #SS -11 TUKWILA WA 98188 -2446 Z �W'. QQom; JU 00. co w W= w0 g -J. u. H =. Z Z Off: LLI U 0` O N. u. W Wi O u.iZ O ~: Z PERRY W. GORMAN 15195 SUNWOOD BLVD #8 -12 TUKWILA WA 98188 -7896 GLENNA G. GREWE 15330 SUNWOOD BL #E -301 TUKWILA WA 98188 -2432 JAMES J. HANCOCK 15374 62ND AV S #66 TUKWILA WA 98188 -2503 CELESTINE T. & DANIEL C. HARRIS 15209 SUNWOOD BLVD #258 TUKWILA WA 98188 -7716 HACHIRO HASHIQUCHI 7009 S 130TH ST SEATTLE WA 98178 -4719 HEATHER W000 APARTMENTS 10655 NE ST STE 711 BELLEVUE WA 98004 HEATHER A. HIESTAND 15266 SUNWOOD BLVD #D-31 TUKWILA WA 98188 -7852 MAUREEN H. HITCHCOCK 15345 SUNWOOD BLVD #D-202 TUKWILA WA 98188 -7862 DENNIS F. HOSTAK 15175 SUNWOOD BLVD D22 TUKWILA WA 98188 -7759 KATHLEEN A. HUTCHINSON 15185 SUNWOOD BLVD #AA -13 SEATTLE WA 98188 -7895 MARK A. & NICOLE L GOSNEY 15141 SUNWOOD BLVD #E21 TUKWILA WA 98188 -7751 NOAH HAM 15185 SUNWOOD BLVD #A33 SEATTLE WA 98188 -7762 ASTRID I. HARMER 15209 SUNWOOD BLVD #823 TUKWILA WA 98188 -7716 LEIGHANNE HARRIS 1655 SW MILLER CREEK RD SEATTLE WA 98166 -3326 DENISE S. HASSON 15165 SUNWOOD BLVD #C-11 TUKWILA WA 98188 -7893 DOUGLAS N. HENDERSON 8639 11TH AVE SW SEATTLE WA 98106 -2401 TIMOTHY D. HINDERLITER 15209 SUNWOOD BLVD #22B TUKWILA WA 98188 -7716 KATHERYN S. HOLSTE 15310 SUNWOOD BLVD #F1 -102 TUKWILA WA 98188 -7738 DAVID R. HOWELL 15335 SUNWOOD BLVD #C102 TUKWILA WA 98188 -7885 VINH C. HUYNH 15325 SUNWOOD BLVD #6301 SEATTLE WA 98188 -5727 PATRICIA L. GRATTON 15203 SUNWOOD BLVD #B1 TUKWILA WA 98188 -2443 JOHN L. HAMMONS 15141 SUNWOOD BLVD #E -31 TUKWILA WA 98188 -7891 DAVID A. & MARTHA J. HARPER 15612 BURT ST OMAHA NE 68118 -2216 MARY E. HARRISON 15343 SUNWOOD BLVD #D-304 TUKWILA WA 98188 -5730 JOSEPH N. HASSON 15195 SUNWOOD BLVD #811 TUKWILA WA 98188 -7767 HEU DONALD P & LINDA M TRUST 15330 SUNWOOD BLVD #E201 TUKWILA WA 98188 -7737 SHIRLEEN J. HINES -BROWN • 15364 62ND AV S #81 TUKWILA WA 98188 -2503 LORI E. HORNE 15141 SUNWOOD BLVD #12EE TUKWILA WA 98188 -7891 LARRY F. HULVEY 15278 SUNWOOD BLVD C -13 TUKWILA WA 98188 -7851 OSCAR JACKSON 15354 62ND AV S TUKWILA WA 98188 -2503 ®O®ti9;S las el HOWARD F. LEE 15254 SUNWOOD BLVD #E22 SEATTLE WA 98188 -7735 JUNE K LEE 15203 SUNWOOD BLVD #62 TUKWILA WA 98188 -2443 THOMAS K LEE LINDA A. LEVERETT 15255 SUNWOOD BLVD #A43 15325 SUNWOOD BLVD #B -104 TUKWILA WA 98188 -7717 TUKWILA WA 98188 -7858 DONALD L. LILLEHAUR 15236 SUNWOOD BLVD #G2 TUKWILA WA 98188 -2444 BRUCE D. LINDSTROM 6253 S 153RD ST #E5 TUKWILA WA 98188 -2539 DARONDA C. LOWE 15138 SUNWOOD BLVD #11 TUKWILA WA 98188 -2446 KARL W. LUNDBERG 15345 SUNWOOD BLVD #D -302 TUKWILA WA 98188 -7862 ELLEN MARQUARDT 15255 SUNWOOD BLVD #A22 TUKWILA WA 98188 -7717 SCOTT A. MC DONALD DONALD 15144 SUNWOOD BLVD TUKWILA WA 98188 -2446 TERRY A. MC INTOSH INTOSH 15209 SUNWOOD BLVD #534 TUKWILA WA 98188 -7716 WILLIAM R. MCLEAN 15230 SUNWOOD BLVD #H -2 TUKWILA WA 98188 -2444 BYEONG LIM 3002 S 208T1-I ST #K5 SEATTLE WA 98198 -5929 GERALDINE C. LOCKHART 6271 S 153RD ST TUKWILA WA 98188 -2539 DON M. LOWMAN 17762 50TH CT S SEATTLE WA 98188 -3718 ESTHER L. MALEY 15209 SUNWOOD BLVD TUKWILA WA 98188 -7716 HOWARD T. MAYHEW 15325 SUNWOOD BLVD #8-102 TUKWILA WA 98188 -7858 MARIA R. MC FARLANE FARLANE 15153 SUNWOOD BLVD #FF -21 TUKWILA WA 98188 -7892 ELSIE M. MCCART 15134 SUNWOOD BLVD #PP12 TUKWILA WA 98188 -2446 MELONE TRUST 626 W ELM AV EL SEGUNDO CA 90245 -2956 apPv ROBERT MURRELL LEE 15165 SUNWOOD BLVD #C-32 TUKWILA WA 98188 -7893 GREGORY D. LEW 15195 SUNWOOD BLVD #B-22 TUKWILA WA 98188 -7896 BEVERLY LINDEMANN 15203 SUNWOOD BLVD #83 TUKWILA WA 98188 -2443 MARY THERESA LOLLINO 15195 SUNWOOD BLVD #B-21 TUKWILA WA 98188 -7896 KRISTINA M. LOWREY • 15325 SUNWOOD BLVD #8303 TUKWILA WA 98188 -7729 CLEO MANNING 234 N SUN CT TAMPA FL 33613 -2151 ROBERT E. MAYS 15165 SUNWOOD BLVD #CC-13 TUKWILA WA 98188 -7893 CHRISTOPHER P. MC GRATH GRATH 2829 QUEENS WAY #2A MILTON WA 98354 -9063 LEOTA MCDONALD 6269 S 153RD ST #G -1 TUKWILA WA 98188 -2539 SUSAN L & VICTOR J. MEYER 15195 SUNWOOD BLVD #B23 TUKWILA WA 98188 -7766 LL1. 1LLQ w 6 VO` uQ w =' F. W Of 2 J lL < d F-.W Z�: 1- O Z H' 2 Q •O N Q I°- w w. LL Z,. 0 21 O z ®!S l 1 LORRAINE JACOBS PO BOX 88503 SEATTLE WA 98138 -2503 SONJA C. JORSTAD 15216 SUNWOOD BLVD #J4 TUKWILA WA 98188 -2444 LAWRENCE N. KARR 15310 SUNWOOD BLVD TUKWILA WA 98188 -7881 KAZUE KATO 15419 62ND AVE S SEATTLE WA 98188 -2506 NANCY K KETCHAM 2000 43R0 AV E #401 SEATTLE WA 98112 -2761 LINDA E. KIMURA 15156 SUNWOOD BLVD #SS12 TUKWILA WA 98188 -2446 MICHELLE M. KOBUKI 15325 SUNWOOD BLVD #8203 TUKWILA WA 98188 -5727 BRENDA L. LARKINS 9324 53RD AVE S SEATTLE WA 98118 -5514 CAROLYN J. LAVIOLETTE 15142 SUNWOOD BLVD TUKWILA WA 98188 -2446 JON E. LAWSON 1038 SW 122ND ST #A202 SEATTLE WA 98146 -2707 GARY D. JENNINGS 15345 SUNWOOD BLVD #0102 TUKWILA WA 98188 -7883 DOROTHY C. JUDGE 15165 SUNWOOD BLVD #C -12 TUKWILA WA 98188 -7893 TANJA F. KASALKO 6237 S 153RD ST #D-4 TUKWILA WA 98188 -2539 PHILLIP J. KELLER 15209 SUNWOOD BLVD #B-41 TUKWILA WA 98188 -7716 DONG H. KIM 15100 SUNWOOD BLVD #34 TUKWILA WA 98188 -2446 DENISE M. KLEIN 6233 S 153RD ST #2D TUKWILA WA 98188 -2539 ROBERT T. KOYAMATSU 15209 SUNWOOD BLVD #833 TUKWILA WA 98188 -7716 DAVE N. LARSON 6285 S 153RD ST #H2 TUKWILA WA 98188 -2539 DOMINIC YIU WAI & MONA SH LAW 15335 SUNWOOD BLVD #C -304 TUKWILA WA 98188 -7861 JEAN E. LAYER 15313 SUNWOOD BLVD #A204 TUKWILA WA 98188 -5730 • SYLVIA E. TRUSTEE JONES 15310 SUNWOOD BLVD #F1201 TUKWILA WA 98188 -7881 SE H. KANG 15330 SUNWOOD BLVD #E202 TUKWILA WA 98188 -7737 HISAKO KATO 9316 39T1 AVE S SEATTLE WA 98118 -5211 JOHN CLINTON KELLY 6249 S 153RD ST SEATTLE WA 98188 -2539 SOON NIM KIM 15330 SUNWOOD BLVD #E -303 TUKWILA WA 98188 -2432 MATTHEW B. & MARGIT C. KLEWIN 15345 SUNWOOD BL 0 -201 TUKWILA WA 98188 -7862 NICHOLAS P.'KUZOVICH 15195 SUNWOOD BLVD #B -13 TUKWILA WA 98188 -7896 MILLY LAVIGNE 15315 SUNWOOD BLVD #A -203 TUKWILA WA 98188 -7857 DAVID P. LAWRENCE 15209 SUNWOOD BLVD #43 TUKWILA WA 98188 -7720 HO PHI LE 15175 SUNWOOD BLVD #12 SEATTLE WA 98188 -7894 ciaaiic naafi Ul00WC .•� .-..,....;.1+!.- sr':. aS✓ :e�n+YY"fiiCdfJ(i.'b;i�`,rldar�W Z • HZ .6 UO: "co 0; :W =; J � W O, lL Q' co = d: HW I-0:• • .Z I- -2� 'V 0, O —: W W: H U O: W ®0409t5 ia9ei J. LEE & CORA A. MILLER 15386 62ND AVE SO C -2 TUKVNILA WA 98188 -2503 MJELDE BARBARA J 15111 SUNWOOD BLVD 1 -22 TUKWILA WA 98188 -2447 KATHRYN J. MOSCHEL 15335 SUNWOOD BLVD #C -301 TUKWILA WA 98188 -7861 EDWARD M. MURPHY 15345 SUNWOOD BLVD #D203 TUKWILA WA 98188 -7884 ROSEMARY MITCHELL 15158 SUNWOOD BLVD TUKWILA WA 98188 -2446 DAVID H. MOORE 15325 SUNW000 BLVD #8204 TUKWILA WA 98188 -5727 RONNIE H. MOSES 15325 SUNWOOD BLVD #8103 TUKWILA WA 98188 -5726 MYERS ROBERT G TRUST PO BOX 1659 TEHACHAPI CA 93581 -1659 ERIC K MIYAMOTO 11743 36TH AVE NE SEATTLE WA 98125 -5634 TOMMY L. MORRIS 15109 SUNWOOD BLVD #21 TUKWILA WA 98188 -2447 MARIA C. MUELLER 15315 SUNWOOD BLVD #A304 TUKWILA WA 98188 -2401 JON ALAN NAGASAWA 14818 SE 181ST ST RENTON WA 98058 -9649 GEORGE J. NAKAMURA GEORGE J. NAKAMURA NAUDITT 15254 SUNWOOD BLVD #E -21 15116 SUNWOOD BLVD #MM12 15335 SUNWOOD BLVD #C203 TUKWILA WA 98188 -7853 TUKWILA WA 98188 -2446 TUKWILA WA 98188 -5725 TUAN A. & TRINA F. NGUYEN 15345 SUNWOOD BLVD #D -101 TUKWILA WA 98188 -7862 RONALD A. NYBORG 15335 SUNWOOD BLVD #C -202 TUKWILA WA 98188 -7861 HILARY A. OKRENT 6287 S 153RD ST #I1 TUKWILA WA 98188-2539 DAVID J. OWENS 15278 SUNWOOD BLVD #C -24 TUKWILA WA 98188 -7851 MICHAEL L. & DONNA M. PARRY 15315 SUNWOOD BLVD #A -202 TUKWILA WA 98188 -7857 NORTH HILL APTS INC 85 S WASHINGTON ST #308 SEATTLE WA 98104 -3407 JON J. 0 CONNELL CONNELL 15278 SUNWOOD BLVD #C12 TUKWILA WA 98188 -7851 OLD STONE BANK OF WASH 3605 132ND AVE SE SUITE 214 BELLEVUE WA 98006 -1333 JOSEPH D. PARENTE 15242 SUNWOOD BLVD #F -11 SEATTLE WA 98188 -2444 ELIZABETH 1. PASCARELLA 15209 SUNWOOD BLVD #824 TUKWILA WA 98188 -7716 • TETSUO NOYAMA 125 HANAPEPE LOOP HONOLULU HI 96825 -2109 RANDOLPH E. OKIMOTO 1534862NDAVES #A -3 TUKWILA WA 98188 -2503 MARTIN OVERMYER 15209 SUNWOOD BLVD #8-26 TUKWILA WA 98188 -7716 JOAN V. PARISH 15255 SUNWOOD BLVD #A-42 TUKWILA WA 98188 -7717 DEBORAH M. PAUL 9946 RAINIER AVE S SEATTLE WA 98118 -5941 • = I-- W: 0 0 O, CO W=. :NIA: W 0: J. 0; Z �. I- 0, Z I•-; 2 p' 10 N, W W, W(1) Z MARGARET T. PERTRICEK 15185 SUNWOOD BLVD #A -21 TUKWILA WA 98188 -7895 SHARON PIEPER 4317 FOREST AVE SE MERCER ISLAND WA 98040 -3911 TERRY J. PUGH 317 LAKE DESIRE DR N RENTON WA 98055 V. SIDNEY RAINES 15310 SUNWOOD BLVD #F1 -202 TUKWILA WA 98188 -7739 CAROL L. RICHARDSON 15123 SUNWOOD BLVD #G 11 TUKWILA WA 98188 -7890 CYNTHIA A. ROBERTSON 15122 SUNWOOD BLVD #12 TUKWILA WA 98188 -2446 MARY E. ROGERS 6723 S 153RD ST TUKWILA WA 98188 MARCIA G. ROSS 15330 SUNWOOD BLVD #F2 -102 TUKWILA WA 98188 -2432 CHARLES H. SANDIFER 15278 SUNWOOD BLVD #C 31 TUKWILA WA 98188 -7851 RICHARD J. SCOCCO 15266 SUNWOOD BLVD #D22 TUKWILA WA 98188 -7732 GREGORY C. PHIPPS 15123 SUNWOOD BLVD #G31 TUKWILA WA 98188 -7747 JOHN R. POETKER 15020 SE 145TH PL RENTON WA 98059 -7310 LUENNA ANN PULLMAN 399 OLYMPIC VIEW AVE NE OCEAN SHORES WA 98569 -9552 JOHN W. & SARAJANE K RANTS 15325 SUNWOOD BLVD #B-302 TUKWILA WA 98188 -7858 LAWRENCE A. RICHMOND 15210 SUNWOOD BLVD #J1 TUKWILA WA 98188 -2444 CAROL J. ROBSON 15108 SUNWOOD BLVD #L -11 TUKWILA WA 98188 -2446 MAXINE ROLLINS 15330 SUNWOOD BLVD #E102 TUKWILA WA 98188 -7879 JANICE RUSK 15234 SUNWOOD BLVD #G -1 TUKWILA WA 98188 -2444 SCHNEIDER HOMES INC 6510 SOUTHCENTER BLVD TUKWILA WA 98188 -2549 CAROLYN DAY SEIDEMAN 15123 SUNWOOD BLVD #GG TUKWILA WA 98188 -7890 ygi'nPPV ®A JOHN PICKERING 15101 SUNWOOD BLVD # JJ11 TUKWILA WA 98188 JONATHAN POOL 6100 SOUTHCENTER BLVD #150 TUKWILA WA 98188 -5708 LYNN M. RADTKE PO BOX 66326 SEATTLE WA 98166 -0326 ALLEN J. RESPONTE 15153 SUNWOOD BLVD #F12 TUKWILA WA 98188 -7755 DARIN RINGENBACK 15330 SUNW000 BLVD #E304 TUKWILA WA 98188 -7880 CATHERINE J. ROCCHI 15185 SUNWOOD BLVD #A 12 SEATTLE WA 98188 -7895 BARBARA M. ROPER • 6241 S 153RD ST #0-6 TUKWILA WA 98188 -2539 BARRY J. SAMUELS 15255 SUNWOOD BLVD #A -25 TUKWILA WA 98188 -7717 MARK C. SCHUELER 15123 SUNWOOD BLVD #GG -22 TUKWILA WA 98188 -7890 DANIEL & SUSAN SHAMES 6817 SEWARD PARK AVE S SEATTLE WA 98118 -3451 S Mgeed SlAittrm RICHARD 8. TRUJILLO 343 STRANDER BLVD SEATTLE WA 98188 -2916 THELMA L. TYER 6265 S 153RD ST #F4 SEATTLE WA 98188 -2539 CHRIS VAN DANACKER 1126 E MAIN ST SILVERTON OR 97381 -1807 KITIPHAN & SUPAVADEE VISUDDHIDHAM 15330 SUNWOOD BL #E203 TUKWILA WA 98188 -7771 ROXANNA K WALKER . 15209 SUNWOOD BLVD B-42 TUKWILA WA 98188 -7716 DANA J. WESTERLIN 15123 SUNWOOD BLVD #G13 TUKWILA WA 98188 -7749 MARY SHARON WILLIAMSON 63199THSTE TACOMA WA 98424 -1486 MARY E. WUESTHOFF 15249 SUNWOOD BLVD #A2 TUKWILA WA 98188 -2443 ROSE H. YOSHIZUMI 15255 SUNWOOD BLVD #A32 TUKWILA WA 98188 -7717 DON TSUBOI 11003 SE 60TH ST RENTON WA 98056 -1046 TIMOTHY J. ULTICAN 15249 SUNWOOD BLVD #A3 TUKWILA WA 98188 -2443 NEDZAD & SABINA VATRENJAK 1167 REPUBLICAN ST #306 SEATTLE WA 98109 -5557 EUGENE 0. WAAGE 645 SOUTHCENTER MALL BOX 371 TUKWILA WA 98188 -2836 HENRY J. WARNER PO BOX 58041 SEATTLE WA 98138 -1041 JOHN H. & CHARCIE A. WHITSON 15330 SUNW000 BLVD #E101 TUKWILA WA 98188 -7879 JOAN WTTTERS 15249 SUNWOOD BLVD #A1 TUKWILA WA 98188 -2443 TERRY YAMAGUCHI 15388 62ND AVE S #C -3 TUKWILA WA 98188 -2503 RAY S. YOUNG 15240 SUNWOOD BLVD UNIT #G4 TUKWILA WA 98188-24-44 ?qel ssaippytempGA2l3Ad DAVID A. TURGEON 15140 SUNWOOD BLVD #12 TUKWILA WA 98188 -2446 JOSE B. VALDEZ 15209 SUNWOOD BLVD #B -11 TUKWILA WA 98188 -7716 GERALDINE J. VENTURA 15185 SUNWOOD BLVD #A32 TUKWILA WA 98188 -7762 RICHARD J. WALKER 15104 SUNWOOD BLVD #K -12 TUKWILA WA 98188 -2446 JOSEPH A. WATT 15185 SUNWOOD BLVD #A31 SEATTLE WA 98188 -7762 PAULA WILLIAMS 18777 2ND AVE SW SEATTLE WA 98166 -4051 TONG YEE & PING LEE YIN WO 15325 SUNWOOD BLVD #8304 TUKWILA WA 98188 -7729 RONALD E. YANTZ 15330 SUNWOOD BLVD #E -104 TUKWILA WA 98188 -2432 LESLIE YTSMA 22434 236TH AVE SE MAPLE VALLEY WA 98038 -8433 aa.l���QW c (• 1:: Z ;I- W; 00, co 0 w =: J I- O 1L 4. N d. Z H O: Z I- i0 W' 0: — 0 Z. W =: O ~: Z Cizj' of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Steve Friedman Friedman Development, L.L.C. P.O. Box 1018 Mercer Island, WA 98040 -1018 December 20, 2000 Dear Mr. Friedman; I have reviewed the application for the Mr. Van Gard/Gencor self - storage building on Southcenter Boulevard (L99- 0078). We still need a few items to complete your materials. Please prepare and submit the following by January 8, 2001, including: 1) A luminaire plan showing the type and placement of all lighting on the site and building. 2) 6 full -size sets of the most recent version of all drawings and plans relating to the project, including the luminaire plan referenced above. 3) 6 reduced sets of the most recent version of all drawings copies on 8 1/2 by 11" paper. The luminaire plan which you supply will require review and approval by the Director of the Department of Community Development. Please provide these items to us by January 8, 2001 so that we can proceed with the BAR schedule. Per our phone conversation, prior to the building permit being issued we will need the landscape plan to reflect ground cover 12" on center, as well as an irrigation plan. Please contact me at 206 -431 -3683 or rfox @ci.tukwila.wa.us if you have questions. I will be out of the office much of the time between 12/26/00 and 1/8/01. Sincerely, Rebecca Fox Associate Planer c.c. Mike Cox, Fraley - Stricker Architects 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Steven M. Friedman Gencor, Inc P.O. Box 1018 Mercer Island, WA 98040 -1018 November 13, 2000 Re: Mr. Van Gard Self Storage, File # L99 -0078 Dear Mr. Friedman; Per our telephone conversations, I would like to confirm that the Mr. Van Gard Self Storage project is active. We are waiting for Brian Shelton's comments on whether or not additional traffic mitigation is needed and if it will affect the project's design. Once I get this information from Brian, I will contact you again in order to set a BAR hearing date. Cam. Rebecca Fox Phone: 206 - 431 -3683 Fax: 206- 431 -3665 e- mail: rfox @ci.tukwila.wa.us 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z ._ • Z r 6 Di :JU O • w= J F_ CD o 'gJ u. ¢ = d. I- o; z� :U ,A? ,O uA;. ;D H, • = ' w Z; Z • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Steven M. Friedman Gencor, Inc 85 South Washington Street #308 October 16, 2000 Re: Mr. Van Gard Self Storage, File # L99 -0078 Dear Mr. Friedman; As there has been no activity on the Mr. Van Gard Self Storage project( #L99 - 0078), since you withdrew the item from the Planning Commission agenda on March 15, 2000, we have closed the project file. If you wish to pursue development of this project at a later date, a new application must be submitted. Sincerely, CC y Rebecca Fox Phone: 206 - 431 -3683 Fax: 206 - 431 -3665 e -mail: rfox @ci.tukwila.wa.us 6300 Southcenter Boulevard, Suite #400 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I. DOWANa Te11610,HEREBY DECLARE THAT: Notice of Public Hearing Project Name C' enfo( NC:-. Determination of Non - Significance Mailer's Signature: (IVIllia Notice of Public Meeting Mitigated Determination of Non- Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda,Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application . Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit — FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 J` $ Other 4W �,..l-,`- �,f.�� �r W►� Was mailed to each of the addresses listed on this 1tt%lday of hatChin the year .2D(f) P:GINAWYNETTA/FORMS /AFFIDAVIT- MAIL01/24/0011:44 AM z z ce 00 CO 0 W Z' J� w0 ga in.. z� Z 0' ui w 2o U f] I-: wuj �� wz I. OH z Project Name C' enfo( NC:-. Project Number: L – Q -e / a qq -cx 3 3 Mailer's Signature: (IVIllia P:GINAWYNETTA/FORMS /AFFIDAVIT- MAIL01/24/0011:44 AM z z ce 00 CO 0 W Z' J� w0 ga in.. z� Z 0' ui w 2o U f] I-: wuj �� wz I. OH z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director APPLICATION WITHDRAWN DATE: March 16, 2000 The applicant has requested that the following project be WITHDRAWN from consideration at this time. Accordingly the project has been WITHDRAWN from the Board of Architectural Review agenda on March 23, 2000 and project will NOT be included in the March 23, 2000 hearing. The public will be notified at such time as this project is reinstated. APPLICANT: STEVEN FRIEDMAN, ROBERT DAVEY (AGENT: FOR GENCOR INC.) LOCATION: 5950 Southcenter Boulevard, Tukwila, WA FILE NUMBER: L99 -0078 (Design review) E99 -0033 (SEPA) PROPOSAL: 75,000 sq. ft self - storage facility with three stories over two basements OTHER REQUIRED LAND USE PERMITS: Development Permits (i.e. Building, Land Alteration, Sign Permit) Please contact Rebecca Fox of the Tukwila Department of Community Development at (206)431 -3683 or rfox @ci.tukwila.wa.us .if you have questions about this project or process. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 6 oo CO w; w 0; u. (0 d = w. z� 1= o. z1•-.. ww n e CO w w F=- V _ z. H z , vemtdi teeaau cs' ^� — '-,aqe� ssajpp9e Lcisto 5 m VERN & GLENITA AARHUS 15220 SUNWOOD BLVD TUKWILA WA 98188-2444 DONNA MAY ANDERSON 6289 S 153RD ST #I -2 TUKVVILA WA 98188 -2539 ANTONIA ABBOTT 15175 SUNWOOD BLVD #DD12 SEATTLE WA 98188 -7894 JEFFREY C. ANDERSON 15115 SUNWOOD BLVD #H -12 TUKWILA WA 98188 -2447 KERI L AKERS 15165 SUNWOOD BLVD #C33 TUKWILA WA 98188 -7756 KATHERINE ANDERSON 1227 SW 132ND LN #713 SEATTLE WA 98146 -3094 LEONA ARCHER ... ARENSBERG JODEEN R TRUST CLARENCE ARESVIK 15315 SUNWOOD BL #A301 14403 ADDISON ST #17 6235 S 153RD ST #D-3 TUKWILA WA 98188 -2435 SHERMAN OAKS CA 91423 -1735 TUKVVILA WA 98188 -2539 ATLANTIC RICHFIELD COMPANY SANDRA G. AULT MICHAEL W. BAKER PO BOX 2485 15119 SUNWOOD BLVD #H -22 15350 SUNWOOD BLVD #F2301 LOS ANGELES CA 90051 -0485 TUKWILA WA 98188 -2447 TUKWILA WA 98188 -7865 LAVADA M. BANKS . ANNETTE M. BARNMLLE ROGER BARR 15315 SUNWOOD BLVD #A201 30027 51ST CT S 15185 SUNWOOD BLVD #A23 TUKWILA WA 98188 -7730 AUBURN WA 98001 -2315 TUKWILA WA 98188 -7763 RALPH DARWIN BARTH 15344 62ND AVE S #A -1 TUKWILA WA 98188 -2503 THOMAS P. BEAM 15175 SUNWOOD BLVD #D-21 TUKWILA WA 98188 -7894 JAMES & SUSAN M. BEST 14115 55TH AV S TUKWILA WA 98168 -4575 LOWELL D. BIEBER 1601 TEN MILE RD EVERSON WA 98247 -9605 SHARI L BOLDEN 15195 SUNWOOD BLVD #B33 TUKWILA WA 98188 -7765 9W gal asitedress Labels KATHLEEN A. BARTON HERB R. BAYLIN 15153 SUNWOOD BLVD #22F 15266 SUNWOOD BLVD #D11 TUKWILA WA 98188 -7754 TUKWILA WA 98188 -7731 THOMAS P. BEATTY DAVID BELL 15114 SUNWOOD BLVD #M11 •15278 SUNWOOD BLVD #C11 TUKWILA WA 98188 -2446 TUKWILA WA 98188 -7851 USA S. BEST 15123 SUNWOOD BLVD #G -32 TUKWILA WA 98188 -7890 ROBERT E. BISCHOFF 15330 SUNWOOD BLVD #E -204 TUKWILA WA 98188 -2432 BARBARA A. BOLTON 15335 SUNWOOD BLVD #C -104 TUKWILA WA 98188 -7861 KIMBERLY L BICKNELL 15335 SUNWOOD BLVD #C -101 TUKWILA WA 98188 -7861 DAINA M. Z. BOGGS 15325 SUNWOOD BLVD #8201 TUKWILA WA 98188 -7728 LYNNE S. BRADY 15175 SUNWOOD BL #D32 TUKWILA WA 98188 -7760 wlsaa j 4t Stippg Feed AlseqtsTm EDA E. BRENNAN 3011 FLORA VISTA ALAMEDA CA 94502 -6817 JOEL H. BRUNK 15175 SUNWOOD BLVD #D31 SEATTLE WA 98188 -7760 SUEANN BUCHANAN PO BOX 68832 SEATTLE WA 98168-0832 JAMES B. & DONNA M. BUREACH 6239 S 153RD ST #D5 TUKWILA WA 98188 -2539 DONA A. BUTUYAN 15315 SUNWOOD BLVD #A302 TUKWILA WA 98188 -2401 RHONDA L. CARIVEAU 6275 SOUTH 153RD STREET #G4 TUKWILA WA 98188 -2539 RAYMOND RUI QUING CHI 15345 SUNWOOD BLVD #D-104 TUKWILA WA 98188 -7862 CYNTHIA CISNEROS 6263 S 153RD ST #3 TUKWILA WA 98188 -2539 MICHELE L. CONRAD 21827 110TH AV SE KENT WA 98031 -1311 DEBORAH A. DAVIS 15345 SUNWOOD BLVD #D303 TUKWILA WA 98188 -7745 SANDRA K BRESLICH 6283 S 153RD ST #1H SEATTLE WA 98188 -2539 JAMES P. BRUSSE 15350 SUNWOOD BLVD #F2 -302 TUKWILA WA 98188 -7743 MONTE C. BUHITE 15366 62ND AV S #B2 • TUKWILA WA 98188 -2503 RICHARD F. BURLEIGH 10247 WATERS AVE S SEATTLE WA 98178 -2544 FREDERICK T. & MESHIA N. CAMPBELL 15356 62ND AV S #A6 TUKWILA WA 98188 -2503 ^1age7 ssaip f e tenVitigiit FRED & DOLORES J. BROOM 6247 S 153RD ST APT 2 -E TUKWILA WA 98188 -2539 GUNNEL BRYDOLF 15102 SUNWOOD BLVD #K-11 TUKWILA WA 98188 -2446 RONAE C. UNG 15335 SU D BLVD C -302 TUKWILA W 9 88 -7861 JAY L. BUTLER 15315 SUNWOOD BLVD #A -303 TUKWILA WA 98188 -7857 NATHANIEL A. CARASA 6295 S 153RD ST #K1 TUKWILA WA 98188 -2539 MICHAEL A. CARLSON CELLULAR NETWORKS INC 15185 SUNWOOD BLVD #22 960 N DU PAGE AVE TUKWILA WA 98188 -7895 LOMBARD IL 60148 -1243 EILEEN T. CHIKAMURA 15238 SUNWOOD BLVD UNIT G-3 TUKWILA WA 98188 -2444 MAUREEN ANNE CLARK 15255 SUNWOOD BL #A -21 TUKWILA WA 98188 -7717 DONNIE A. CRISP 6291 S 153RD ST TUKWILA WA 98188 -2539 JOANNE C. DAVIS 15117 SUNWOOD BLVD #21 SEATTLE WA 98188 -2447 DEBORAH S. CHU 15153 SUNWOOD BLVD, #FF -31 • TUKWILA WA 98188 -7892 TIMOTHY E. COLLINS 15228 SUNWOOD BLVD #H3 TUKWILA WA 98188 -2444 RON CROCKETT 7920 53RD AVE W UNIT C MUKILTEO WA 98275 -2687 ALEXIS V. DAVISON 21123 SE 137TH PL ISSAQUAH WA 98027 -8489 ,s4 wa} dress Labels s iiF 'peed z Z cew 2' WD 'UO • N0. W= co -� 1-- ' Wo} g J. !L Q c d. 1=- _, Z� Z LLI 2 j. 0 ;O 2 0: — ~O Z. 111 ' H O Z ST89tItFeed c TM SHANE M. DE LACRUZ LACRUZ JOHN E. DEXTER 15248 SUNWOOD BLVD #F22 15278 SUNWOOD BLVD #C-33 TUKWILA WA 98188 -2444 TUKWILA WA 98188 -7851 KIM A. DOBBS 5720 S 144TH ST TUKWILA WA 98168 -4548 STEPHEN K DOUGLAS 15266 SUNWOOD BLVD #012 TUKWILA WA 98188 -7731 JOHN W. ELDER 15372 62N0 AVE S #B-5 TUKWILA WA 98188 -2503 • ALEX A. & OKWHAN ESSEN 15310 SUNWOOD BLVD #F1 -302 TUKWILA WA 98188 -7740 MARQUITA M. FARNOOMB 15107 SUNWOOD BLVD #12 TUKWILA WA 98188 -2447 RAYMOND E. FIDECARO 1534562NDAVES #A-2 TUKWILA WA 98188 -2504 WILLIAM H. DOBSON 15160 SUNWOOD BLVD #S -22 TUKWILA WA 98188 -2446 GLENDORA B. EAGLIN 1315 S PUGET DR #C-31 RENTON WA 98055-4364 CAROL J. ELLERBY 2341018TH AVE S #L30 DES MOINES WA 98198 -7576 GEORGE R. EVANS 15335 SUNWOOD BLVD #C -201 TUKWILA WA 98188.7861 • �lagE� ssaiPPY cem ®A21�3Av JEAN H. DICKSON 15103 SUNWOOD BLVD #J -12 SEATTLE WA 98188 -2447 LORETTA L. DONNELLY 15123 SUNWOOD BLVD #G21 TUKWILA WA 98188 -7748 GENE EDWARDS 15325 SUNWOOD BLVD #B202 TUKWILA WA 98188 -7728 AURORA A. ESCAME 6231 S 153RD ST, #1 -D TUKWILA WA 98188 -2539 JACQQUELYN FALUDI 1535862NDAVS #A7 TUKWILA WA 98188 -2503 FARRER UNA LOY M C REVOC TRUST PHIUP J. & JOAN M. FERRELL 7432 121ST AV SE 15350 SUNWOOD BLVD #F2 -101 NEWCASTLE WA 98056-1241 TUKWILA WA 98188 -7741 ROBERT A. FORT 15246 SUNWOOD BOULEVARD #F -12 TUKWILA WA 98188 -2444 ALAN D :FRANK • 15128 SUNWOOD BLVD #NN -12 TUKWILA WA 98188 -2446 LORRI FROID ROGER W. GALICIC FRANCES M. GARIGLIO 15352 62ND AVE S 3263 S 137TH ST 15150 SUNWOOD BLVD #R -12 TUKWILA WA 98188 -2503 SEATTLE WA 98168 -3963 TUKWILA WA 98188 -2446 JACK GARN 15165 SUNWOOD BLVD #C31 TUKWILA WA 98188 -7756 DOUGLAS W. GLENN 15153 SUNWOOD BLVD #F32 TUKWILA WA 98188 -7753 dwal atddress Labels WANDA F. GENTRY 15384 62ND AVE SOUTH APT 1, B LTUKWILA WA 98188 -2503 PETER K GOERLITZ 3548 NE 113TH ST SEATTLE WA 98125 -5739 ARDELLA M. GINN 6251 SO 153RD ST #E-4 TUKWILA WA 98188 -2539 • JAMES W. GOERS 15154 SUNWOOD BLVD #SS -11 TUKWILA WA 98188 -2446 Z F=- W • ce D' �U: U O• v7 U)Wi w =: U)U W O g -. IQ 2d I- _' •Z Z 0': 11J uji O N W W; H U'. • 0 Z tll�' .0 = ~ Z • ®SS Jatei PERRY W. GORMAN MARK A. & NICOLE L GOSNEY PATRICIA L GRATTON 15195 SUNWOOD BLVD #B-12 15141 SUNWOOD BLVD #E21 15203 SUNWOOD BLVD #B1 TUKWILA WA 98188 -7896 TUKWILA WA 98188 -7751 TUKWILA WA 98188 -2443 GLENNA G. GREWE NOAH HAM JOHN L HAMMONS 15330 SUNWOOD BL #E -301 15185 SUNWOOD BLVD #A33 15141 SUNWOOD BLVD #E -31 TUKWILA WA 98188 -2432 SEATTLE WA 98188 -7762 TUKWILA WA 98188 -7891 JAMES J. HANCOCK ASTRID I. HARMER DAVID A. & MARTHA J. HARPER 15374 62ND AV S #86 15209 SUNWOOD BLVD #B23 15612 BURT ST TUKWILA WA 98188 -2503 TUKWILA WA 98188 -7716 OMAHA NE 68118 -2216 • CELESTINE T. & DANIEL C. HARRIS 15209 SUNWOOD BLVD #25B TUKWILA WA 98188 -7716 LEIGHANNE HARRIS . 1655 SW MILLER CREEK RD SEATTLE WA 98166 -3326 I . MARY E. HARRISON 15343 SUNWOOD BLVD #D-304 TUKWILA WA 98188 -5730 HACHIRO HASHIQUCHI DENISE S. HASSON • JOSEPH N. HASSON 7009 S 130TH ST 15165 SUNWOOD BLVD #C-11 15195 SUNWOOD BLVD #B11 SEATTLE WA 98178 -4719• TUKWILA WA 98188 -7893 TUKWILA WA 98188 -7767 HEATHER WOOD APARTMENTS 10655 NE ST STE 711 BELLEVUE WA 98004 HEATHER A. HIESTAND 15266 SUNWOOD BLVD #D-31 TUKWILA WA 98188 -7852 MAUREEN H. HITCHCOCK 15345 SUNWOOD BLVD #D-202 TUKWILA WA 98188-7862 DENNIS F. HOSTAK 15175 SUNWOOD BLVD D22 TUKWILA WA 98188 -7759 DOUGLAS N. HENDERSON HEU DONALD P & LINDA M TRUST 8639 11TH AVE SW 15330 SUNWOOD BLVD #E201 SEATTLE WA 98106 -2401 TUKWILA WA 98188 -7737 TIMOTHY D. HINDERLTTER 15209 SUNWOOD BLVD #22B TUKWILA WA 98188 -7716 KATHERYN S. HOLSTE 15310 SUNWOOD BLVD #F1 -102 TUKW ILA WA 98188 -7738 DAVID R. HOWELL 15335 SUNWOOD BLVD #C102 TUKWILA WA 98188 -7885 SHIRLEEN J. HINES -BROWN • 15364 62ND AV S #81 TUKWILA WA 98188 -2503 LORI E. HORNE 15141 SUNWOOD BLVD #12EE TUKWILA WA 98188 -7891 LARRY F. HULVEY 15278 SUNWOOD BLVD C-13 TUKWILA WA 98188 -7851 KATHLEEN A. HUTCHINSON VINH C. HUYNH OSCAR JACKSON 15185 SUNWOOD BLVD #AA -13 15325 SUNWOOD BLVD #8301 15354 62ND AV S SEATTLE WA 98188 -7895 SEATTLE WA 98188 -5727 TUKWILA WA 98188 -2503 +�097,5�P�.ilEl lil�dSBcn a w gT- °VOWS Ja l LORRAINE JACOBS PO BOX 88503 SEATTLE WA 98138 -2503 SONJA C. JORSTAD 15216 SUNWOOD BLVD #J4 TUKWILA WA 98188 -2444 LAWRENCE N. KARR 15310 SUNWOOD BLVD TUKWILA WA 98188 -7881 KAZUE KATO 15419 62ND AVE S SEATTLE WA 98188 -2506 NANCY K KETCHAM 2000 43RD AV E #401 SEATTLE WA 98112 -2761 GARY D. JENNINGS 15345 SUNWOOD BLVD #D102 TUKWILA WA 98188-7883 DOROTHY C. JUDGE 15165 SUNWOOD BLVD #C-12 TUKWILA WA 98188 -7893 TANJA F. KASALKO 6237 S 153RD ST #D-4 TUKWILA WA 98188 -2539 PHILLIP J. KELLER 15209 SUNWOOD BLVD #B-41 TUKWILA WA 98188 -7716 DONG H. KIM 15100 SUNWOOD BLVD #34 • TUKWILA WA 98188 -2446 .1901T001PP4PPV ®A SYLVIA E. TRUSTEE JONES 15310 SUNWOOD BLVD #F1201 TUKWILA WA 98188 -7881 SE H. KANG 15330 SUNWOOD BLVD #E202 TUKWILA WA 98188 -7737 HISAKO KATO 9316 39TH AVE S SEATTLE WA 98118 -5211 JOHN CLINTON KELLY 6249 S 153RD ST SEATTLE WA 98188-2539 SOON NIM KIM 15330 SUNWOOD BLVD #E -303 TUKWILA WA 98188 -2432 LINDA E. KIMURA DENISE M. KLEIN MATTHEW B. 8 MARGIT C. KLEWIN 15156 SUNWOOD BLVD #SS12 6233 S 153RD ST #2D 15345 SUNWOOD BL 0 -201 TUKWILA WA 98188 -2446 TUKWILA WA 98188 -2539 TUKWILA WA 98188 -7862 MICHELLE M. KOBUKI 15325 SUNWOOD BLVD #8203 TUKWILA WA 98188 -5727 BRENDA L LARKINS 9324 53RD AVE S SEATTLE WA 98118 -5514 CAROLYN J. LAVIOLETTE 15142 SUNWOOD BLVD TUKWILA WA 98188 -2446 JON E. LAWSON 1038 SW 122ND ST #A202 SEATTLE WA 98146 -2707 ROBERT T. KOYAMATSU 15209 SUNWOOD BLVD #B33 TUKWILA WA 98188 -7716 DAVE N. LARSON 6285 S 153RD ST #H2 TUKWILA WA 98188 -2539 DOMINIC YIU WAI 8 MONA SH LAW 15335 SUNWOOD BLVD #C -304 TUKWILA WA 98188 -7861 JEAN E. LAYER 15313 SUNWOOD BLVD #A204 TUKWILA WA 98188 -5730 NICHOLAS P.'KUZOVICH • 15195 SUNWOOD BLVD #B-13 TUKWILA WA 98188 -7896 MILLY LAVIGNE 15315 SUNWOOD BLVD #A -203 TUKWILA WA 98188 -7857 DAVID P. LAWRENCE 15209 SUNWOOD BLVD #43 TUKWILA WA 98188 -7720 HO PHI LE 15175 SUNWOOD BLVD #12 SEATTLE WA 98188 -7894 . ®060915 Jas ? HOWARD F. LEE JUNE K LEE 15254 SUNWOOD BLVD #E22 15203 SUNWOOD BLVD #B2 SEATTLE WA 98188 -7735 TUKWILA WA 98188 -2443 .laqqabPPV ROBERT MURRELL LEE 15165 SUNWOOD BLVD #C-32 TUKWILA WA 98188 -7893 THOMAS K LEE LINDA A. LEVERETT GREGORY D. LEW 15255 SUNWOOD BLVD #A43 15325 SUNWOOD BLVD #B-104 15195 SUNWOOD BLVD #6-22 TUKWILA WA 98188 -7717 TUKWILA WA 98188 -7858 TUKWILA WA 98188 -7896 DONALD L. LILLEHAUR BYEONG UM BEVERLY LINDEMANN N U- 15236 SUNWOOD BLVD #G2 3002 S 208TH ST #K5 15203 SUNWOOD BLVD #83 . w 0 TUKWILA WA 98188 -2444 SEATTLE WA 98198 -5929 TUKWILA WA 98188 -2443 2g u.. :3 in D = C11. 1—_: Z I- I— 0: Z H UJ iii D 0: U DARONDA C. LOWE DON M. LOWMAN KRISTINA M. LOWREY ,0 I—. 15138 SUNWOOD BLVD #11 17762 50TH CTS 15325 SUNWOOD BLVD #B303 III W TUKWILA WA 98188 -2446 SEATTLE WA 98188 -3718 TUKWILA WA 98188 -7729 H 0 Z, w u) KARL W. LUNDBERG ESTHER L. MALEY CLEO MANNING F. F; 15345 SUNWOOD BLVD #D-302 15209 SUNWOOD BLVD 234 N SUN CT Z TUKWILA WA 98188 -7862 TUKWILA WA 98188 -7716 TAMPA FL 33613 -2151 Z ul LL. . n J0 V O V) 0, wI J BRUCE D. LINDSTROM 6253 S 153RD ST #E5 TUKWILA WA 98188 -2539 GERALDINE C. LOCKHART MARY THERESA LOLLINO 6271 S 153RD ST 15195 SUNWOOD BLVD #B-21 TUKWILA WA 98188 -2539 TUKWILA WA 98188 -7896 ELLEN MARQUARDT 15255 SUNWOOD BLVD #A22 TUKWILA WA 98188 -7717 SCOTT A. MC DONALD•DONALD 15144 SUNWOOD BLVD TUKWILA WA 98188 -2446 TERRY A. MC INTOSH INTOSH 15209 SUNWOOD BLVD #B34 TUKWILA WA 98188 -7716 WILLIAM R. MCLEAN 15230 SUNWOOD BLVD #H -2 TUKWILA WA 98188 -2444 HOWARD T. MAYHEW 15325 SUNWOOD BLVD #B -102 TUKWILA WA 98188 -7858 MARIA R. MC FARLANE FARLANE 15153 SUNWOOD BLVD #FF -21 TUKWILA WA 98188 -7892 ELSIE M. MCCART 15134 SUNWOOD BLVD #PP12 TUKWILA WA 98188 -2446 MELONE TRUST 626 W ELM AV EL SEGUNDO CA 90245 -2956 ROBERT E. MAYS 15165 SUNWOOD BLVD #CC -13 TUKWILA WA 98188 -7893 CHRISTOPHER P. MC GRATH GRATH 2829 QUEENS WAY #2A MILTON WA 98354-9063 LEOTA MCDONALD 6269 S 153RD ST #G -1 TUKWILA WA 98188 -2539 SUSAN L. & VICTOR J. MEYER 15195 SUNWOOD BLVD #823 TUKWILA WA 98188 -7766 ®0809IS ia9e ei J. LEE & CORA A. MILLER 15386 62ND AVE SO C-2 TUKWILA WA 98188 -2503 MJELDE BARBARA J 15111 SUNWOOD BLVD 1 -22 TUKWILA WA 98188 -2447 ROSEMARY MITCHELL 15158 SUNWOOD BLVD TUKWILA WA 98188 -2446 DAVID H. MOORE 15325 SUNWOOD BLVD #8204 TUKWILA WA 98188 -5727 'aq,gfPPv ® ERIC K MIYAMOTO 11743 36TH AVE NE SEATTLE WA 98125 -5634 TOMMY L. MORRIS 15109 SUNWOOD BLVD #21 TUKWILA WA 98188 -2447 KATHRYN J. MOSCHEL RONNIE H. MOSES MARIA C. MUELLER 15335 SUNWOOD BLVD #C -301 15325 SUNWOOD BLVD #8103 15315 SUNWOOD BLVD #A304 TUKWILA WA 98188 -7861 TUKWILA WA 98188 -5726 TUKWILA WA 98188 -2401 EDWARD M. MURPHY 15345 SUNWOOD BLVD #D203 TUKWILA WA 98188 -7884 MYERS ROBERT G TRUST PO BOX 1659 TEHACHAPI CA 93581 -1659 JON ALAN NAGASAWA 14818 SE 181ST ST RENTON WA 98058 -9649 GEORGEJ.NAKAMURA GEORGE J. NAKAMURA NAUDITT 15254 SUNWOOD BLVD #E -21 15116 SUNWOOD BLVD #MM12 15335 SUNWOOD BLVD #C203 TUKWILA WA 98188 -7853 TUKWILA WA 98188 -2446 TUKWILA WA 98188 -5725 TUAN A. & TRINA F. NGUYEN NORTH HILL APTS INC 15345 SUNWOOD BLVD #D -101 85 8 WASHINGTON ST #308 TUKWILA WA 98188 -7862 SEATTLE WA 98104 -3407 RONALD A. NYBORG 15335 SUNWOOD BLVD #C -202 TUKWILA WA 98188 -7861 HILARY A. OKRENT 6287 S 153RD ST #I1 TUKWILA WA 98188 -2539 DAVID J. OWENS 15278 SUNWOOD BLVD #C-24 TUKWILA WA 98188 -7851 MICHAEL L. & DONNA M. PARRY 15315 SUNWOOD BLVD #A -202 TUKWILA WA 98188 -7857 s 09 JON J. 0 CONNELL CONNELL 15278 SUNWOOD BLVD #C12 TUKWILA WA 98188 -7851 OLD STONE BANK OF WASH 3605 132ND AVE SE SUITE 214 BELLEVUE WA 98006 -1333 JOSEPH D. PARENTE 15242 SUNWOOD BLVD #F -11 SEATTLE WA 98188 -2444 ELIZABETH I. PASCARELLA 15209 SUNWOOD BLVD #B24 TUKWILA WA 98188 -7716 TETSUO NOYAMA 125 HANAPEPE LOOP HONOLULU HI 96825 -2109 RANDOLPH E. OKIMOTO 15348 62ND AVE S #A -3 TUKWILA WA 98188 -2503 MARTIN OVERMYER 15209 SUNWOOD BLVD #B-26 TUKWILA WA 98188 -7716 JOAN V. PARISH 15255 SUNWOOD BLVD #A-42 TUKWILA WA 98188-7717 DEBORAH M. PAUL 9946 RAINIER AVE S SEATTLE WA 98118 -5941 • 00949ts aad� l MARGARET T. PERTRICEK 15185 SUNWOOD BLVD #A -21 TUKWILA WA 98188 -7895 SHARON PIEPER 4317 FOREST AVE SE MERCER ISLAND WA 98040 -3911 TERRY J. PUGH 317 LAKE DESIRE DR N RENTON WA 98055 GREGORY C. PHIPPS 15123 SUNWOOD BLVD #G31 TUKWILA WA 98188 -7747 lackTEMPIPPv JOHN PICKERING • 15101 SUNWOOD BLVD # JJ11 TUKWILA WA 98188 JOHN R. POETKER JONATHAN POOL 15020 SE 145TH PL 6100 SOUTHCENTER BLVD #150 RENTON WA 98059 -7310 TUKWILA WA 98188 -5708 LUENNAANN PULLMAN 399 OLYMPIC VIEW AVE NE • OCEAN SHORES WA 98569 -9552 LYNN M. RADTKE PO BOX 66326 . SEATTLE WA 98166-0326 V. SIDNEY RAINES JOHN W. & SARAJANE K. RANTS ALLEN J. RESPONTE 15310 SUNWOOD BLVD #F1 -202 15325 SUNWOOD BLVD #B-302 15153 SUNWOOD BLVD #F12 TUKWILA WA 98188 -7739 TUKWILA WA 98188 -7858 TUKWILA WA 98188 -7755 CAROL L. RICHARDSON LAWRENCE A. RICHMOND DARIN RINGENBACK 15123 SUNWOOD BLVD #G 11 15210 SUNWOOD BLVD #J1 15330 SUNWOOD BLVD #E304 TUKWILA WA 98188 -7890 TUKWILA WA 98188 -2444 TUKWILA WA 98188 -7880 • CYNTHIA A. ROBERTSON 15122 SUNWOOD BLVD #12 TUKWILA WA 98188 -2446 MARY E. ROGERS 6723 S 153RD ST TUKWILA WA 98188 s. CAROL J. ROBSON 15108 SUNWOOD BLVD #L -11 TUKWILA WA 98188 -2446 CATHERINE J. ROCCHI 15185 SUNWOOD BLVD #A 12 SEATTLE WA 98188 -7895 MAXINE ROLUNS BARBARA M. ROPER 15330 SUNWOOD BLVD #E102 •6241 S 153RD ST #D-6 TUKWILA WA 98188 -7879 TUKWILA WA 98188 -2539 MARCIA G. ROSS JANICE RUSK 15330 SUNWOOD BLVD #F2 -102 15234 SUNWOOD BLVD #G -1 TUKWILA WA 98188 -2432 TUKWILA WA 98188 -2444 CHARLES H. SANDIFER 15278 SUNWOOD BLVD #C 31 TUKWILA WA 98188 -7851 RICHARD J. SCOCCO 15266 SUNWOOD BLVD #D22 TUKWILA WA 98188 -7732 1- 1 SCHNEIDER HOMES INC 6510 SOUTHCENTER BLVD TUKWILA WA 98188 -2549 CAROLYN DAY SEIDEMAN 15123 SUNWOOD BLVD #GG TUKWILA WA 98188 -7890 • BARRY J. SAMUELS 15255 SUNWOOD BLVD #A -25 TUKWILA WA 98188 -7717 MARK C. SCHUELER 15123 SUNWOOD BLVD #GG -22 TUKWILA WA 98188 -7890 DANIEL & SUSAN SHAMES 6817 SEWARD PARK AVE S SEATTLE WA 98118-3451 Z Q s = F". • ~ W 0O N 0: N W. w I: J H: W u- = • W =W Z�: 1— 0: Z F-', 0 ,O tn, :0 I—. W. • H - • _ w N'. • O.~ .Z Siziegtftfeed Sheets"' YOSHIO J. SHIOTA 4422 S MYRTLE ST SEATTLE WA 98118 -3831 JAMES F. SIMONSON 1718 41ST AVE SW SEATTLE WA 98116 -2057 MORGAN A. SIMONDS 15165 SUNWOOD BLVD #C-22 SEATTLE WA 98188 -7893 LINDA J. SKAGGS 15335 SUNWOOD BL #C -103 TUKWILA WA 98188 -7861 ssalPf temfati DONNA J. SIMONS 6297S153RDST #K2 TUKWILA WA 98188 -2539 D. A. & WEST J. M. SMITH 4254 SW 323RD ST FEDERAL WAY WA 98023 -2495 GERALD T. SMITH : GERALD T. SMITH JO ETTA SMITH 15335 SUNWOOD BLVD #C -203 15226 SUNWOOD BLVD 15105 SUNWOOD BLVD TUKWILA WA 98188 -7861 TUKWILA WA 98188 -2444 TUKWILA WA 98188 -2447 SOUTHCENTER JOINT VENTURE 25425 CENTER RIDGE RD CLEVELAND OH 44145 -4122 SP HAMPTON ASSOC LP 3343013TH PL S #300 FEDERAL WAY WA 98003 -7329 BETH A. ENSIGN NANCY STANLEY 15255 SUNWOOD BLVD, #A -23 TUKWILA WA 98188 -7717 SUSAN STARK MICHAEL STEINER OLLARY STEVENSON 15113 SUNWOOD BLVD #H -11 8625 234TH AVE E 15255 SUNWOOD BLVD #A -37 TUKWILA WA 98188 -2447 BUCKLEY WA 98321 -9204 TUKWILA WA 98188 -7717 • JOSEPH W. STONE 15278 SUNWOOD BLVD #C22 TUKWILA WA 98188 -7851 KAREN L. STRANDBERG 15345 SUNWOOD BLVD #D-204 TUKWILA WA 98188 -7862 PRASAT SUPIYA 15330 SUNWOOD BLVD #E302 . TUKWILA WA 98188 -7880 KEITH R. SWANK KAZUE TAGAMI TERENCE K C. TAM 15330 SUNWOOD BLVD #E -103 15278 SUNWOOD BLVD #C21 15315 SUNWOOD BLVD #A -104 TUKWILA WA 98188 -2432 TUKWILA WA 98188 -7851 TUKWILA WA 98188 -7857 VICTOR R. TARVER DOROTHY M. TEELING GAYLE D. TERRY 15254 SUNWOOD BLVD #E -11 15392 62ND AVE S C -5 15165 SUNWOOD BLVD #C23 TUKWILA WA 98188 -7853 TUKWILA WA 98188 -2503 TUINVILA WA 98188 -7757 MICHAEL B. THOMAS 15266 SUNWOOD BLVD #D32 TUKWILA WA 98188 -7733 TJOSSEM ROBERT P & LINDA L 10522 NE 187TH ST BOTHELL WA 98011-3016 RYAN S. THROWER 15232 SUNWOOD BLVD #H1 TUKWILA WA 98188 -2444 YUK UNG TONG 15350 SUNWOOD BLVD #F2 -202 TUKWILA WA 98188 -7742 KENNETH THYNES 15266 SUNWOOD BLVD #D-21 TUKWILA WA 98188 -7852 TRIAD PROPERTIES LLC 120 2ND AVE S EDMONDS WA 98020 -3512 SmonfeedSj tfTM RICHARD B. TRUJILLO 343 STRANDER BLVD SEATTLE WA 98188 -2916 THELMA L. TYER 6265 S 153R0 ST #F4 SEATTLE WA 98188 -2539 CHRIS VAN DANACKER 1126 E MAIN ST S%LVERTON OR 97381 -1807 KITIPHAN & SUPAVADEE VISUDDHIDHAM 15330 SUNWOOD BL #E203 TUKWILA WA 98188-7771 ROXANNA K WALKER 15209 SUNWOOD BLVD B-42 TUKWILA WA 98188 -7716 DANA J. WESTERLIN 15123 SUNWOOD BLVD #G13 TUKWILA WA 98188 -7749 MARY SHARON WILLIAMSON 6319 9TH STE TACOMA WA 98424 -1486 DON TSUBOI 11003 SE 60TH ST RENTON WA 98056 -1046 Use template tor 516 {age, SSWppd ®A213AV DAVID A. TURGEON 15140 SUNWOOD BLVD #12 TUKWILA WA 98188 -2446 TIMOTHY J. ULTICAN JOSE B. VALDEZ 15249 SUNWOOD BLVD #A3 15209 SUNWOOD BLVD #B-11 TUKWILA WA 98188 -2443 TUKWILA WA 98188 -7716 NEDZAD & SABINA VATRENJAK 1167 REPUBLICAN ST #306 SEATTLE WA 98109 -5557 EUGENE O. WMGE 645 SOUTHCENTER MALL BOX 371 TUKWILA WA 98188 -2836 HENRY J. WARNER PO BOX 58041 SEATTLE WA 98138 -1041 s. JOHN H. & CHARCIE A. WHITSON 15330 SUNWOOD BLVD #E101 . TUKWILA WA 98188 -7879 • JOAN MITERS 15249 SUNWOOD BLVD #A1 TUKWILA WA 98188 -2443 GERALDINE J. VENTURA 15185 SUNWOOD BLVD #A32 TUKWILA WA 98188 -7762 1 - I, RICHARD J. WALKER 15104 SUNWOOD BLVD #K-12 TUKWILA WA 98188-2446 JOSEPH A. WATT 15185 SUNWOOD BLVD #A31 SEATTLE WA 98188 -7762 PAULA WILLIAMS 18777 2ND AVE SW SEATTLE WA 98166-4051 TONG YEE & PING LEE YIN WO 15325 SUNWOOD BLVD #8304 TUKWILA WA 98188 -7729 MARY E. WUESTHOFF TERRY YAMAGUCHI RONALD E. YANTZ 15249 SUNWOOD BLVD #A2 15388 62ND AVE S #C-3 15330 SUNWOOD BLVD #E -104 TUKWILA WA 98188 -2443 TUKWILA WA 98188 -2503 TUKWILA WA 98188 -2432 ROSE H. YOSHIZUMI 15255 SUNWOOD BLVD #A32 TUKWILA WA 98188 -7717 wa Tess Labels RAY S. YOUNG 15240 SUNWOOD BLVD UNIT #G4 TUKWILA WA 98188 -2444 LESLIE YTSMA 22434 236TH AVE SE MAPLE VALLEY WA 98038-8433 PaaA was • Smooth Feed SheetsTM Current Occupant 15100 SUNWOOD BLVD 34 TUKWILA WA 98188-2446 •.. . Current Occupant 15100 SUNWOOD BLVD 37 TUKWILA WA 98188-2446 Current Occupant 15100 SUNWOOD BLVD 43 TUKWILA WA 98188-2446 --- • - Curren ccupant 15100 SUNWO BLVD 2 TUKWILA WA 9818 446 Curre Occupant 15100 SUNWbSO BLVD 12 TUKWILA WA 98182446 Current. upant 15100 SUNWOO IND 22 TUKWILA WA 98188..2446 Current Obqupant 15100 SUNVVOOD VD 25 . TUKWILA WA 98188-2446 Current ccupant 15100 SUNWO 6 BLVD 31 TUKWILA WA 981. 2446 Current Q�upant 15100 SUNWOQO BLVD 34 TUKWILA WA 9 8-2446 Current e cupant 15100 SUNWO • I BLVD 37 TUKWILA WA 981 2446 • • • • • • • • • • • • - • • • . : • • , - . . Current Occupant 15100 SUNWOOD BLVD 35 TUKWILA WA 98188-2446 ▪ - _ Current Occupant 15100 SUNWOOD BLVD 41 TUKWILA WA 98188-2446 Current Occupant 15100 SUNWOOD BLVD 44 TUKWILA WA 98188-2446 , . . . Curre Occupant 15100 SUNWQD BLVD 3 TUKWILA WA 9 8-2446 Current ccupant 15100 SUNW D BLVD 13 TUKWILA WA 9 Curr nt Occupant 000 BV 98i88-i446 15209 S TUKWILA Current Ocupant 15100 SUNINO0 LVD 26 TUKWILA WA 98168- — • - Address Labels Current 15100 SUNWO TUKWILA WA 981 upant BLVD 32 446 Current ccupant I 15100 SUNWQOD BLVD 35 TUKWILA WA 8188-2446 ' *- • ' •• • Current Oc pant 15100 SUNWOOD VD 41 TUKWILA WA 98188- Use template for 5160® • Current Occupant 15100 SUNWOOD BLVD 36 TUKWILA WA 98188-2446 Current Occupant 15100 SUNWOOD BLVD 42 TUKWILA WA 98188-2446 Curr t Occupant 15100 SUNW,pOD BLVD 1 TUKWILA WA 188-2446 Curre t Occupant 15100 SUNWOOD BLVD 11 . TUKWILA WA 88-2446 . Curren ccupant 15100 SUNVV D BLVD 21 TUKWILA WA 98 8-2446 Curre Occupant 15100 SUNW D BLVD 24 TUKWILA WA 988-2446 Curren Occupant 15100 SUNWOD BLVD 27 TUKWILA WA b(88-2446 Current ccupant 15100 SUNW OD BLVD 33 TUKWILA WA 188-2446 Current 0 cupant 15100 suNWocQ BLVD 36 TUKWILA WA 981 2446 Current ccupant 15100 SUNWOQD BLVD 42 TUKWILA WA 9k188-2446 Laser 5160® z ceLu2' 6 -J 0 00 ° LIJ 111 -I • LL al 0 u) 3 ±" Z I— 0 Z 0 UJ uj 2 M' u), '0 — ui Liz 0 ..z CU u) t.) — • Smooth Feed SheetsTM Cu ent Occupant 15310 S WOOD BLVD 203 TUKWILA 98188 -7881 Curre Occupant 15310 SUN OD BLVD 302 TUKWILA WA 188 -7881 Current Occupant 15419 62ND AVE S TUKWILA WA 98188 -2506 Current Occupant 5900 SOUTHCENTER BLVD TUKWILA WA 98188 -8548 Cu n'e Occupant 6000 SOUTH TER BLVD TUKWILA WA 98 2439 Current Occupant. 15100 SUNWOOD BLVD 2 TUKWILA WA 98188 -2446 Current Occupant 15100 SUNWOOD BLVD 12 TUKWILA WA 98188 -2448 Current Occupant 15100 SUNWOOD BLVD 22 TUKWILA WA 98188 -2446 Current Occupant 15100 SUNWOOD BLVD 25 TUKWILA WA 98188 -2446 Current Occupant 15100 SUNWOOD BLVD 31 TUKWILA WA 98188 -2446 AVERY® Address Labels t • .P.•:1r >: • . Current Occupant 15310 SU OOD BLVD 204 TUKWILA W 188 -7881 Currant Occupant 15310 S WOOD BLVD 303 TUKWILA yV A 98188 -7881 Curre Occupant 15419 62ND TUKWILA WA 98 8 -2506 S Current Occupant 6000 SOUTHCENTER BLVD TUKWILA WA 98188 -2439 Current Occupant 6206 S 153RD ST TUKWILA WA 98188 -2587 Current Occupant 15100 SUNWOOD BLVD 3 TUKWILA WA 98188 -2446 Current Occupant 15100 6UNWOOD BLVD 13 TUKWIISWA 98188 -2446 Current Occupant 15100 SUNWOOD BLVD 23 TUKWILA WA 98188 -2446 Current Occupant 15100 SUNWOOD BLVD 26 TUKWILA WA 98188 -2446 Current Occupant 15100 SUNWOOD BLVD 32 TUKWIt A' WA'.98188 -2446 Use template for 5160! Curre t Occupant 15310 SU OOD BLVD 301 TUKWILA WA 188 -7881 Cu nt Occupant 15310 SUN OD BLVD 304 TUKWILA WA 188 -7881 Current ccupant 15419 62ND A S TUKWILA WA 981 2506 Curre Occupant 6000 SOUTHC ER BLVD TUKWILA WA 98188 -2439 Current Occupant 15100 SUNWOOD BLVD 1 TUKWILA WA 98188 -2446 Current Occupant 15100 SUNWOOD BLVD 11 TUKWILA WA 98188-2446 Current Occupant 15100 SUNWOOD BLVD 21 TUKWILA WA 98188 -2446 Current Occupant 15100 SUNWOOD BLVD 24 TUKWILA WA 98188 -2446 Current Occupant 15100 SUNWOOD BLVD 27 TUKWILA WA 98188 -2446 Current Occupant 15100 SUNWOOD BLVD 33 TUKWILA WA 98188 -2446 Laser 5160® • Smooth Feed SheetsTM Current Occupant 15344 62ND AVE S 5 TUKWILA WA 98188 -2503 Current Occupant 15344 62ND AVE S 2 TUKWILA WA 98188 -2503 Current • cupant 15344 62ND AVE TUKWILA WA 98188 -2 Current ccupant 15344 62ND A 2 TUKWILA WA 981 503 CurrerltOccupant ND TUKWILA 1 TUKA WA 98 8.2503 Curve Occupant 15344 62ND E S 4 TUKWILA WA 9 88 -2503 Current �SlF�spant 15344 62ND AVE 1 TUKWILA WA 98188-2503 Curve Occupant 15344 62N VE S 2 TUKWILA WA 188 -2503 Current Occupant 15310 SUNWOOD BLVD 101 TUKWILA WA 98188 -7881 Current Occupant 15310 SUNWOOD BLVD 104 TUKWILA WA 98188 -7881 AVERY® Address Labels Current Occupant 1534462NDAVES6 TUKWILA WA 98188 -2503 Current Occupant 15344 62ND AVE S 3 • • TUKWILA WA 98188 -2503 Curren Occupant 15344 62ND A S 6 TUKWILA WA 98 8 -2503 Curr t Occupant 15344 62N VE S 3 TUKWILA WA 9. 88 -2503 Curren ccupant 1534462NDA S2 'TUKWILA WA 98 8 -2503 Curr t Occupant 15344 62N ' VE S 1 • • TUKWILA WA 188 -2503 • Curren Occupant 15344 62ND VE S 2 • TUKWILA WA 188 -2503 Curr t Occupant 15344 62 AVE S 1 TUKWILA W 8188 -2503 Current Occupant 15310 SUNWOOD BLVD 102 TUKWILA WA 98188 -7881 Current Occupant 15310 SUNWOOD BLVD 201 TUKWILA WA 98188-7881 Use template for 5160® Current Occupant. 15344 62ND AVE S 1 TUKWILA WA 98188 -2503 Current Occupant 15344 62ND AVE S 4 TUKWILA WA 98188 -2503 Curr Occupant 15344 62ND S 1 • TUKWILA WA 98 2503 Curve Occupant 15344 62ND A S 4 TUKWILA WA 98 88 -2503 Current ccupant 15344 62ND A S 3 TUKWILA WA 98 8 -2503 • Curren Occupant 15344 62ND S 2 TUKWILA WA 9 88 -2503 • Current Occupant 15344 62N VE.S 1 TUKWILA WA 188-2503 Curve Occupant 15344 62N VE S 2 TUKWILA WA 8188 -2503 Current Occupant 15310 SUNWOOD BLVD 103 TUKWILA WA 98188 -7881 Current Occupant 15310 SUNWOOD BLVD 202 TUKWILA WA 98188-7881 laser 5160® . Smooth Feed SheetsTM Current Occupant 15310 SUNWOOD BLVD 203 TUKWILA WA 98188 -7881 Current Occupant 15310 SUNWOOD BLVD 302 TUKWILA WA 98188 -7881 Current 0 pant 15310 SUNWOOD B ' T01 TUKWILA WA 98188 -7: • 1 Current Oc pant 15310 SUNWOOD B 202 TUKWILA WA 98188 -7 1 Current ccupant 15310 SUNWOO LVD 101 TUKWILA WA 9818 7881 Current 0 15310 SUNWOOD pant VD 202 TUKWILA WA 98188 -7881 Current upant 15310 SUNWOO LVD 101 TUKWILA WA 981 881 Current Oc pant 15310 SUNWOOD D 104 TUKWILA WA 98188.7 1 Current O upant 15310 SUNWOOD VD 203 TUKWILA WA 98188 - 881 Current Occ ant 15310 SUNWOOD BL • 302 TUKWILA WA 98188 -7881 Current Occupant 15310 SUNWOOD BLVD 204 TUKWILA WA 98188 -7881 Current Occupant 15310 SUNWOOD BLVD 303 TUKWILA WA 98188 -7881 Curr t Occupant 15310 SU OOD BLVD 102 TUKWILA WA 188 -7881 Current Occ ant 15310 SUNWOOD BLVD 301 TUKWILA WA 98188 -78 Curren 15310 SUNW TUKINILA WA 98 Occupant D BLVD 102 8= 7881''• Current cupant 15310 SUNWOO BLVD 301 TUKWILA WA 98188 -7881 Current Occupant 15310 SUNWOO BLVD 102 TUKWILA WA 981 7881 Current •ccupant 15310 SUNW • II BLVD 201 TUKWILA WA 981 • : 7881 Current ccupant 15310 SUNWOO VD 204 TUKWILA WA 98188- 81 Curren ccupant 15310 SUNW D BLVD 303 TUKWILA WA 98 7881 pa,,,0CLAUSRY.4.....Addresslabets Use template for 5160 Current Occupant, 15310 SUNWOOD BLVD 301 TUKWILA WA 98188 -7881 Current Occupant 15310 SUNWOOD BLVD 304 TUKWILA WA 98188 -7881. Curr- 't Occupant 15310 SU •OD BLVD 201 TUKWILA WA • : 88 -7881 Curren Occupant 15310 SU D BLVD 302. TUKWILA WA 98188 -7881 • Curr- qt Occupant 15310 SU OOD BLVD 201 TUKWILA WA ' 188 -7881 Current Occupant 15310 SUNWOOD BLVD 302 TUKWILA WA Current upant 15310 SUNWOO LVD 103 TUKWILA WA 981 881 Current ccupant 15310 SUNWO BLVD 202 TUKWILA WA 9818 7881 Current cupant 15310 SUNWOO BLVD 301 TUKWILA WA 981 7881 Current O upant 15310 SUNWOOD BLVD 304 TUKWILA WA 98188-7881 5160® Smooth Feed SheetsTM Bonnie Brakken 15335 Sunwood Blvd., # C103 Tukwila, WA 98188 Ronae Bunger 15335 Sunwood Blvd., # C302 Tukwila, WA 98188 F. A. Cox 15335 Sunwood Blvd., # C104 Tukwila, WA 98188 Lisa Edwards 15325 Sunwood Blvd., # B202 Tukwila, WA 98188 George R. Evans 15335 Sunwood Blvd., # C201 Tukwila, WA 98188 Daniel & Sue Ann Gilmore 15325 Sunwood Blvd., # B101 Tukwila, WA 98188 f Maureen Hitchcock 15345 Sunwood Blvd., # D202 Tukwila, WA 98188 Karen Strandberg 15345 Sunwood Blvd., # D204 Tukwila, -WA 98188 AVERY® Address Labels Vinh Hu 15325 S I •od Blvd., # B301 Tukwi ., WA '8188 Steve S. Johnson 15345 Sunwood Blvd. Tukwila, WA 98188 Sylvia Jones 15310 Sunwood Blvd., # F1 -201 Tukwila, WA 98188 Mona Law 15335 Sunwood Blvd., # C304 Tukwila, WA 98188 Jose Domingo Maldonado 15315 Sunwood Blvd., # A102 Tukwila, WA 98188 Kristina Lowrey 15325 Sunwood Blvd., # B303 Tukwila, WA 98188 Lavada Banks 15315 Sunwood Blvd., # 201 Tukwila, WA 98188 Use template for 5160® Ross H. Moses 13325 Sunwood Blvd., # B103 Tukwila, WA 98188 Maria Mu er 15315 Sun Tukwila, A Blvd., # A304 188 Ed Murphy 15345 Sunwood Blvd., # D203 Tukwila, WA 98188 Donna Parry 15315 Sunwood Blvd., # A -02 Tukwila, WA 98188 Kathryn J. Moshel, CPA 14335 Sunwood Blvd., # C301 Tukwila, WA 98188 Marcia Ross 15350 Sunwood Blvd., # F2 -202 Tukwila, WA 98188 Linda : est 15123 S Tukwil ood Blvd., # G32 8188 Laser 5160® � QQ CX CI Co w= - F— w o. N I-- _: z �o z �- 11.1 uj U ;0 1- W II_ V' liJ co o z Memorandum Date: 3/15/00 To: Joanna Spencer cc: Brian Shelton From: Raid Tirhi RE: Van Gard Self Storage The Transportation Division has reviewed the revised Traffic Impact Analysis (TIA) report dated February 4, 2000 and has the following comments: • Trip Distribution: All previous reports for this development indicated 50% to the east and 50% to the west. Since we do not have exact demographic data on the anticipated distribution and based on the fundamentals of transportation planning. The most unbiased distribution would be a fifty fifty split. • The report has indicated a LOS " F " for the access driveway during the evening peak hour. LOS of unsignalized intersections is based on the worst single movement of the intersection. Mitigation must be provided to improve the LOS. Consider providing signal warrant analysis for the driveway. • The report has indicated a high accident rate for the subject roadway segment. No feasible mitigation was offered. Instead, it has introduced a development with an access driveway that has LOS F. This will introduce an unacceptable traffic safety hazard. The developer's options are outlined in the attached TMC No. 9.48.080. • The City has no legal authority to force the existing ARCO station and the Denny's restaurant to participate in any improvements to the existing roadway system. These are old developments: They have not redeveloped to increase the trip generation. As per the Developer's Agreement File # 92 -070 we can only enforce mitigation measures on new or redevelopment projects. In addition, a latecomer agreement or proportionate fair -share mitigation may be required for this development. • ARCO station has a legal right to access the North Hill Apartments driveway through a recorded easement. The easement was done through unknown internal negotiations between developers. The City has no right to request closure of that access. Instead, it must be negotiated between developers. • If property owners agreed on closing the ARCO access into the said driveway, and the driveway LOS "F" is mitigated, the City needs to know the affect on other ARCO driveways LOS. C: \vangard3.doc Mar 15 00 12:56p March 15, 2000 GENCOR, IN 85 South Washington S #308 Seattle, Washington 04 Ms. Rebecca Fox, Associate Planner City of Tukwila 6300 Southcenter Blvd, Suitc 100 Tukwila, Washington 98188 Re: Gencor/T ukwila —Mr. Van Gard Self Storage File Number: L99-0078; E99 -0033 Dear Rebecca; As the applicant for the above refenced project we would like;to Fqucst removal of the project from the docket of the Planning Commission next week We make this request because, after further review of the project by our team in light of the revisions made to the project ci}iring the SEPA review, we find we need to revise the application somewhat to achieve economic effectiveness. While the changes we are planning • won't change the character of the project or the basic plan, trey pvil1 be substantial enough to require a resubmittal of the documents. Thank you for your assistance in this matter. p.2 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION ',au/deb. 56(flj / l t HEREBY DECLARE THAT: Notice of Public Hearing x Determination of Non - Significance Notice of Public Meeting Mitigated Determination of. Non- Significance Board of Adjustment Agenda Pkt • Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Project Name .. EVIACOr Notice of Action Planning Commission Agenda Pkt Project Number: 'Egg "00?j Official Notice Short Subdivision Agenda Mailer's Signature: �1 / [ Notice of Application . Shoreline Mgmt Permit �( Notice of Application for Shoreline Mgmt Permit FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other • Was maileg to each of the addresses listed on this 03 j day o f hJid \;i n the year 200U P:GINAWYNETTA/F.ORMS /AFFIDAVIT- MAIL01/24/0011:44 AM • z <Z J V. 00 W (/) =: W 0. < l__ z 1._ . o. z o- O 1- W m, z co 0 z • Project Name .. EVIACOr Project Number: 'Egg "00?j Mailer's Signature: �1 / [ ' II'' �( P:GINAWYNETTA/F.ORMS /AFFIDAVIT- MAIL01/24/0011:44 AM • z <Z J V. 00 W (/) =: W 0. < l__ z 1._ . o. z o- O 1- W m, z co 0 z ) CITY OF TUKWILA DETERMINATION OF NONSIGNIFICANCE (DNS) DESCRIPTION OF PROPOSAL: SEPA REVIEW FOR NEW 73,500 SQ FT SELF STORAGE PROPONENT: GENCOR LOCATION OF PROPOSAL, INCLUDING STREET ADDRESS, IF ANY: ADDRESS: 5950 SOUTHCENTER BL PARCEL NO: 3597(}0-0202` 3EC/TWN/RWG: LEAD AGENCY: ' CITY OF TUKWILA FILE NO: E99-0033 The City has determined that the � significant 'd / a � propo�a] does not have a probable 'a verse impact on the environment. _ - ronment An i impact statement (EI��)-- ' - �''"' ^ environmental This decision m is not required under RCW 43 21c O3O(2)(o) was'noaUe after review of a completed ' ^ ` checklist and other information on file with the lead information ao agency. This n lsawailabl� to the public on — '~ ^ request. *******w **.*********.*** .****.*******' .*'***w*****************. .******m ' This determination i` Final and signed this - '.` '' e� ��o,-`__ day of --~ Steve Lano�� _�es----�----����������--- City of T (206) Official u��//a' Q�, 431-3670 63[)O Southoe r Boulevard Tukwila, a' W�g8188 �� ' Copies of the procedures for SEPA appeals 'Department of Com��it}/ Development. PPea o are available with the ' /`'^p`,^/: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director March 3, 2000 RE: Proposed self - storage building at 5950 Southcenter Boulevard (E99 -0033) Dear Tukwila Resident: Enclosed is the Determination of Non - Significance (DNS) for the environmental review just completed for the proposed self - storage facility at 5950 Southcenter Boulevard. This DNS means that the City of Tukwila has reviewed the major aspects of the proposed project and has determined that the proposal is not likely to have a significant adverse environmental impact. You are being sent this notice since you expressed an interest in this project by attending a meeting or submitting written comments. The project is scheduled for a hearing before the Board of Architectural Review on Thursday March 23, 2000 at 7 p.m. in the Tukwila City Council Chambers, 6200 Southcenter Boulevard, Tukwila, Washington. The public is welcome to attend and make comments. Please contact me at (206)431 -3683 if you have questions about the project or the review process. Sincerely, Rebecca Fox Associate Planner Enc. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Steven M. Friedman Friedman Development P.O. Box 1018 Mercer Island, WA 98040 March 3, 2000 Dear Mr. Friedman: Enclosed please find the Determination of Non - Significance for the Mr. Van Gard project at 5950 Southcenter Boulevard. At this point, we plan to have the Mr. Van Gard project on the March 23,2000 Board of Architectural Review meeting. Sincerely, Rebecca Fox Associate Planner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 z z CC I/ - 0 0 0, w I. J (... w O g u co 3 = a; 1-.111 z F; 1- 0` z I- Lit gip' .0 1- w w' - O ui z; U= :0 z CHECKLIST: ENVIRONMENTAL REVIEW /SHORELINE PERMIT MAILINGS ( ) U.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE ( ) OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT ( ) DEPT NATURAL RESOURCES (• ) OFFICE OF THE GOVERNOR ( ) DEPT OF COMM. TRADE & ECONOMIC DEV. ( ) DEPT OF FISHERIES & WILDLIFE ( ( ( ( WAS; K.C. PLANNING & COMMUNITY DEV.• ) BOUNDARY REVIEW BOARD ) FIRE DISTRICT #11 ) FIRE DISTRICT #2 ) K.C. WATER POLLUTION CNTRL SEPA OFFCL ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARIES ( ) RENTON LIBRARY ( ) KENT LIBRARY ( ) CITY OF SEATTLE LIBRARY ( ) II S WEST ( ) SEATTLE CITY LIGHT ( •) PUGET SOUND ENERGY ( ( ( HIGHLINE WATER DISTRICT SEATTLE WATER DEPARTMENT TCI CABLEVISION OLYMPIC PIPELINE KENT PLANNING DEPT TUKWILA CITY DEPARTMENTS: ( ) PUBLIC WORKS ( ) POLICE ( ) PLANNING ('.) PARKS & REC. ( ) CITY CLERK ( ) ( ) ( ) ( ) FIRE FINANCE BUILDING MAYOR ( ) PUGET SOUND REGIONAL COUNCIL ( ) P.S. AIR POLLUTION CONTROL AGENCY ( :) SW K C CHAMBER OF COMMERCE ( ) MUCKLESHOOT INDIAN TRIBE ( ) DUWAMISH INDIAN TRIBE ( ) SEATTLE TIMES 07/09/98 C:WP51DATA \CHKLIST 'FEDERAL AGENCIES ( ) U.S. ENVIRONMENTAL PROTECTION AGENCY ( ) U.S. DEPT OF H.U.D. NGTON STATE AGENCIES ( ) DEPT OF SOCIAL & HEALTH SERV. ( ) DEPT OF ECOLOGY, SHORELIND DIV DEPT OF ECOLOGY, SEPA DIVISION* OFFICE OF ATTORNEY GENERAL * SEND CHKLIST W/ DETERMINATIONS * SEND SITE MAPS WITH DECISION ICING COUNTY AGENCIES cAord- elf kger ) K.C. DEPT OF PARKS HEALTH DEPT PORT OF SEATTLE K.C.DEV & ENVIR SERVICES -SEPA INFO CNTR K.C. TRANSIT DIVISION - SEPA OFFICIAL =HOODS /LIBRARIES HIGHLINE SCHOOL DISTRICT K C PUBLIC LIBRARY SEATTLE MUNI REF LIBRARY SEATTLE SCHOOL DISTRICT RENTON SCHOOL DISTRICT UTILITIES PUGET SOUND POWER & LIGHT VAL -VUE SEWER DISTRICT WATER DISTRICT #20 WATER DISTRICT #125 • CITY OF RENTON PUBLIC WORKS RAINIER VISTA SKYWAY CITY AGENCIES ( ) RENTON PLANNING DEPT ( ) CITY OF SEA -TAC . ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) SEATTLE OFFICE OF MGMNT & PLANNING* * NOTICE OF ALL SEATTLE RELATED PLNG PROS. OTHER LOCAL AGENCIES ( ) METRO ENVIRONMENTAL PLANNING DIV. OFFICE /INDUSTRIAL 5,000 GSF OR MORE RESIDENTIAL 50 UNITS OR MORE RETAIL 30,000 GSF OR MORE MEDIA Smogth Feed SheetsTM Use template for 5160® Bonnie Brakken 15335 Sunwood Blvd., # C103 Tukwila, WA 98188 Ronae Bunger 15335 Sunwood Blvd., # C302 Tukwila, WA 98188 F. A. Cox 15335 Sunwood Blvd., # C104 Tukwila, WA 98188 Lisa Edwards 15325 Sunwood Blvd., # B202 Tukwila, WA 98188 George R. Evans 15335 Sunwood Blvd., # C201 Tukwila, WA 98188 Daniel & Sue Ann Gilmore 15325 Sunwood Blvd., # B101 Tukwila, WA 98188 Maureen Hitchcock 15345 Sunwood Blvd., # D202 Tukwila, WA 98188 Karen Strandberg 15345 Sunwood Blvd., # D204 Tukwila, WA 98188 Vinh Huynh 15325 Sunwood Blvd., # B301 Tukwila, WA 98188 Steve S. Johnson 15345 Sunwood Blvd. Tukwila, WA 98188 Sylvia Jones 15310 Sunwood Blvd., # F1 -201 Tukwila, WA 98188 Mona Law 15335 Sunwood Blvd., # C304 Tukwila, WA 98188 Jose Domingo Maldonado 15315 Sunwood Blvd., # A102 Tukwila, WA 98188 Kristin Lowrey 15325 Sunwood Blvd., # B303 Tukwila, WA 98188 Lavada Banks 15315 Sunwood Blvd., # 201 Tukwila, WA 98188 Ross H. Moses 13325 Sunwood Blvd., # B103 Tukwila, WA 98188 Maria Mueller 15315 Sunwood Blvd., # A304 Tukwila, WA 98188 Ed Murphy 15345 Sunwood Blvd., # D203 Tukwila, WA 98188 Donna Parry 15315 Sunwood Blvd., # A -02 Tukwila, WA 98188 Kathryn J. Moshel, CPA 14335 Sunwood Blvd., # C301 Tukwila, WA 98188 Marcia Ross 15350 Sunwood Blvd., # F2 -202 Tukwila, WA 98188 Linda Best 15123 Sunwood Blvd., # G32 Tukwila, WA 98188 AVERY® Address Labels Laser 5160® z ~ w 'U O', CO o. 'CO Ur w J CO w; wp • • w¢: • c a. w, 0. Z E--' p ;o -( w H V; u. O Z;. ui (f)' O z To: Steve Lancaster From: Rebecca Fox Re- Re: SEPA Determination -- Mr. Van Gard Mini - Storage (E99 -0033) Date: February 29, 2000 Project Description: The applicant proposes to construct a 75, -000 sq. ft. 3 story self - storage facility over two basements, including one daylight basement which serves as the main floor with entrance and office. Approximately 600 rental cubicles will be served by the required 13 parking spaces with 3 loading spaces. Building height and setback are to code. Proponent: Steve Friedman, Gencor Development Location: 5950 Southcenter Boulevard Date Checklist Prepared: November, 1999 Lead Agency: City Of Tukwila Challenges to Document: None Other Agencies with Jurisdiction: None Recommendation: Determination of Non-Significance (DNS) Documents considered with SEPA checklist 1. Geotechnical Report. James Eaton, P.E. (6/89) 2. Geotechnical Report. Geo Engineers (12/99) 3. Traffic Study. Christopher Brown and Associates (1 /00) Summary of Primary Impacts: -The site is steep, containing significant portions with greater than 20% and portions with 40% slope. Much of the site is affected by the SAO with Type 2 and 3 slopes. The geotech report indicates that the project can be built with appropriate techniques to contain impacts. Construction can occur only in drier months. z N r- w . U; (00 w o; w LL ai . co z� r- O' Z t- p: (o w w; LL r7ii z, Traffic is a primary environmental concern since the proposed project is located on Southcenter Boulevard which already has LOS F. The site also shares access with the North Hill apartments and ARCO AM/PM mini - mart/gas station. Concern over potential view blockage will also be an issue, since the project occupies a highly visible location on Southcenter Boulevard and is located in the vicinity of many multi - family dwellings. Earth: The site has steep slopes, some of which are approximately 40 %. Much of the site has slopes of 20% or more and has class 2 or 3 slope per the SAO ordinance. The site slopes up steeply to the north and east with an overall relief of approximately 60 feet. Approximately 20,000 cubic yards of materials will be excavated for the project. The SEPA checklist reports approximately 57% of the site will be covered by impervious surfaces. The geotechnical report initially submitted by the applicant for the SEPA checklist was completely redone to reflect conditions on the current site. The geotechnical report notes very dense silty sand and sand with silt (primarily sandstone). It concludes that the soils will not be workable during wet weather, but that the site can be developed as planned with appropriate precautions and construction techniques. Transportation: The building is proposed for a site which already has LOS F, so traffic generation and mitigation is the primary environmental concern. Public Works has required an asphalt emergency access driveway constructed with a commercial driveway. Two sets of metal posts with a chain and cut off lock shall be installed: • First shall be placed on the private property at the property line; • Second shall be placed in the R.O.W. behind the sidewalk. There has been discussion of potential traffic mitigation between the applicant and Public Works staff. However, Public Works comments that any traffic impacts and mitigation will be determined in accordance with TMC 9.48 (Concurrency Ordinance) and will be addressed at the time of the building permit application. There are no additional traffic-related comments or conditions at this point. Recommendation: Determination of non - significance Z, r4 w, J Ui • ∎0 O CI w z: w 0, J u.?. • d. . mow, z� • F-- o • wH • O N' • 'w W U uiz, F- I, z February 22, 2000 Department of Community Development Re: Self- Storage Facility 5950 Southcenter Blvd. Tukwila, WA My concems regarding the approval of the self- storage facility are: Traffic congestion would increase in a highly congested intersection. The North portion of the property that is adjacent to Crystal Ridge condominiums has been eroding away. What will be done to secure the hillside? Storage facilities tend to draw a criminal element. I am concemed about the view of an unsightly roof, that would impact the value of our investments. In order to keep Tukwila an attractive place to live, I would appreciate your protecting the residence interest to the fullest. Sincerely, Karen Strandberg SKarel. Lee Strandberg 15343 Swnwood ,atvd #D-204 Tntcwlto, WA 916188 I A F F I D A V I T O P D I S T R I B U T I O N O Notice of Public Hearing O Notice of Public Meeting 0 Board of Adjustment Agenda Packet O Board of Appeals Agenda - Packet 0 Planning Commission Agenda Packet :Short Subdivision Agenda Packet O Notice.of Application for Shoreline Management Permit 0 Shoreline Management Permit hereby declare that: 0 Determination of Non - significance 0 Mitigated Determination of • Nonsignificance ODetermination of Significance and Scoping Notice Notice of Action 0 Official Notice E] Other was mailed to each of the following addresses on Name of Proj File Number 1-99 -0071' C9q- 'Q33 FL...Lib/A / / az- �� Signature ��(/pp 2t, ,7 7 6/14 10965 lase, sseippy ®AU3AV Bonnie Brakken 15335 Sunwood Blvd, #C103 Tukwila WA 98188 Ronae Bunger 15335 Sunwood Blvd., #C302 Tukwila WA 98188 F.A. Cox -15335 Sunwood Blvd., #C104 Tukwila WA 98188 Lisa Edwards 15325 Sunwood Blvd., #B202 Tukwila WA 98188 George R. Evans. 15335 Sunwood Blvd., #C201 Tukwila WA 98188 Daniel & SueAnn Gilmore 15325 Sunwood Blvd., #B101 Tukwila WA 98188 Maureen Hitchcock 15345 Sunwood Blvd., #D202 Tukwila WA 98188 091S loJ aieidwal ash Vinh Huynh 15325 Sunwood Blvd., #B301 Tukwila WA 98188 Steve S. Johnson 15345 Sunwood Blvd. Tukwila WA 98188 Sylvia Jones 15310 Sunwood Blvd., #F1 -201 Tukwila WA 98188 Mona Law 15335 Sunwood Blvd., #C304 Tukwila WA 98188 Jose Domingo Maldonado 15315 Sunwood Blvd., #A102 Tukwila WA 98188 Kristina Lowrey 15325 Sunwood Blvd., #B303 Tukwila WA 98188 Ross H. Moses 13325 Sunwood Blvd., #B103 Tukwila WA 98188 Maria Mueller 15315 Sunwood Blvd., #A304 Tukwila WA 98188 Ed Murphy 15345 Sunwood Blvd., #D203 Tukwila WA 98188 Donna Parry 1,15315 Sunwood Blvd., #A -02 Tukwila WA 98188 Kathryn J. Moshel, CPA 14335 Sunwood Blvd., #C301 Tukwila WA 98188 Marcia Ross 15350 Sunwood Blvd., #F2 -202 Tukwila WA 98188 00 00 00 was ;aays peal 'Mows z :4-Z CC w 6 -J C-) 0 cn co LW w =; U) w; w 0' 2 J d Z p_ 1- 0 Z 11J al U0 �: r H w 1- IL ui z: N: 0 I- z A F F I D A V I T O F 0 Notice of Public Hearing 0 Notice of Public Meeting• 0 Board of Adjustment Agenda Packet 0 Board of Appeals Agenda - Packet D Planning Commission Agenda Packet O Short Subdivision Agenda Packet DI•STRII3UTION 4 hereby declare that: 0 Notice • of Application for Shoreline Management Permit 0 Shoreline Management Permit 0 Determination of Non - significance 0 Mitigated Determination‘ of • Nonsignificance 0 Determination of Significance and Scoping Notice ONotice of Action to fl Official Notice 0 Other was mailed to each of the following address Name of Proj File Number t k (l !l es on �J/Q . Q�-t Signature x.99 -007r E99 -oo33 -City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATE: February 15, 2000 (Revised date #2) The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: STEVEN FRIEDMAN, ROBERT DAVEY (AGENT: FOR GENCOR INC.) LOCATION: 5950 Southcenter Boulevard, Tukwila, WA FILE NUMBER: L99 -0078 (Design review) E99 -0033 (SEPA) PROPOSAL: 75,000 sq. ft self - storage facility with three stories over two basements OTHER REQUIRED LAND USE PERMITS: Development Permits (i.e. Building, Land Alteration, Sign Permit) These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. INFORMATIONAL MEETING: You may learn more about the project at an informal, informational meeting on February 22, 2000 from 7p.m.to 8 p.m. at Tukwila City Hall, 6200 Southcenter Boulevard, Tukwila, WA. OPPORTUNITY FOR PUBLIC COMMENT To provide additional opportunities for comment, we are re — posting this application. You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on February 29, 2000 (revised date). This matter is also tentatively scheduled for a public hearing on March 23, 2000 (revised date). If you are interested in attending the hearing, please contact the Department at (206) 431 -3670 to ensure the hearing is still scheduled for this date. If you cannot submit comments in writing by the cutoff date indicated above, you may still appear at the hearing and give your comments on the proposal before the Board of Architectural Review (B.A.R.). If you have questions about this proposal contact Rebecca Fox, Planner -in- charge of this file. Anyone who submits, or who has previously submitted, written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision by the B.A.R. on a project or obtain information on your appeal rights by contacting the Department of Community Development at 431 -3670. A decision from the B.A.R. may be appealed to the City Council. The Department will provide you with information on appeals if you are interested. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: November 4, 1999 December 10, 1999 January 7, 2000. Re- posted February 10 and 15, 2000 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Noe114 011-1- Ar Arz TrIeNTS Visit City of Tukwila office to view full-size building plans. S.W. & S.E. 1/4 SEC. 23, T.W. 23 N., RGE. 4 E., W.14. • • • • ..... 11■14. IMI 11 'DI I-A --Tr ea • . • .••• arr.. • SCAN ELEVATION (1.44.0NT) • • • n J. . _ _L • I _I__ • _I EAST ELEVATION 041647 &ME/ Iya arny • • • • i=iii.•74;;g.;, • , 7 • • . • ; .'•-• --.:.r. J.. • .. . "'• INGST ELEVATION WEE) • ail; • -I- `442.r1T;''■, 14; ••••■•••••■•■•■••■06,•••••••••••••• tiootm ■• ,z.vATIoN (k•JAA/ 1 • AaSel . Bonnie Brakken 15335 Sunwood Blvd, #C103 Tukwila WA 98188 Ronae Bunger 15335 Sunwood Blvd., #C302 Tukwila WA 98188 F.A. Cox -15335 Sunwood Blvd., #C104 Tukwila WA 98188 Lisa Edwards 15325 Sunwood Blvd., #B202 Tukwila WA 98188 • George R. Evans 15335 Sunwood Blvd., #C201 Tukwila WA, 98188 Daniel & SueAnn Gilmore 1.5325 Sunwood Blvd., #B101 lrulcwila WA 98188 4aureen Hitchcock 5345 Sunwood Blvd., #D202 'ukwila WA 98188 Dons Jo; a;eidwai as Vinh Huynh 15325 Sunwood Blvd., #B301 Tukwila WA 98188 Steve S. Johnson 15345 Sunwood Blvd. Tukwila WA 98188 Sylvia Jones 15310 Sunwood Blvd., #F1-201 Tulcwila WA 98188 Mona Law 15335 Sunwood Blvd., #C304 Tukwila WA 98188 Jose Domingo Maldonado 15315 Sunwood Blvd., #A102 Tukwila WA 98188 Kristina Lowrey 15325 Sunwood Blvd., #B303 Tukwila WA 98188 Siegel S-SaIPPV 034,AtJaAV Ross H. Moses 13325 Sunwood Blvd.,1113103 Tukwila WA 98188 • Maria Mueller 15315 Sunwood Blvd., #A304 Tukwila WA 98188 • Ed Murphy 15345 Sunwood Blvd., #D203 Tukwila WA 98188 I I Donna Parry 1,15315 Sunwood Blvd., #A-02 !Tukwila WA 98188 Kathryn J. Moshel, CPA 14335 Sunwood Blvd., #C301 Tukwila WA 98188 • Marcia Ross 15350 Sunwood Blvd., #F2-202 I Tukwila WA 98188 • :jLecoei_ • • 's; • . .•kr ■ z w 2 •0 0 u) ILI ILI X U) 0 U-I X Z i-0 Z W Lu 2 • (:I 0 O — 0 • u I 0 I- 0 Z w g. 0 } Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I, `c- -�\`vZ C X25 HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting . Project Name fi - - - a_ • 40 • \ 1, f_.. e OX \A Mitigated Determination of Non- Significance qq- co Board of Adjustment Agenda Pkt (S Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda x Notice of Application c.kb e cc. o x Shoreline Mgmt Permit . Notice of Application for Shoreline Mgmt Permit -- _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this q ` day of CeD. in the year 2000 P:GINAWYNETTA/FORMS /AFFIDAVIT- MAIL01/24/0011:44 AM Project Name fi - - - a_ • 40 • \ 1, f_.. e OX \A Project Number: vAq- cils qq- co Mailer's Signature: �kNN ,c&2Qlv0 (S P:GINAWYNETTA/FORMS /AFFIDAVIT- MAIL01/24/0011:44 AM City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATE: February 10, 2000 (Revised date) The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: STEVEN FRIEDMAN, ROBERT DAVEY (AGENT: FOR GENCOR INC.) LOCATION: 5950 Southcenter Boulevard, Tukwila, WA FILE NUMBER: L99 -0078 (Design review) E99 -0033 (SEPA) PROPOSAL: 75,000 sq. ft self - storage facility with three stories over two basements OTHER REQUIRED LAND USE PERMITS: Development Permits (i.e. Building, Land Alteration, Sign Permit) These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT To provide additional opportunities for comment, we are re — posting this application. You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on February 24, 2000 (revised date). This matter is also tentatively scheduled for a public hearing on March 23, 2000 (revised date). If you are interested in attending the hearing, please contact the Department at (206) 431 -3670 to ensure the hearing is still scheduled for this date. If you cannot submit comments in writing by the cutoff date indicated above, you may still appear at the hearing and give your comments on the proposal before the Board of Architectural Review (B.A.R.). If you have questions about this proposal contact Rebecca Fox, Planner -in- charge of this file. Anyone who submits, or who has previously submitted, written comments will become parties of record and will be notified of any decision on this project. INFORMATIONAL MEETING: You may learn more about the project at an informal, informational meeting on February 17, 2000 from 7p.m.to 8 p.m. at Tukwila City Hall, 6200 Southcenter Boulevard, Tukwila, WA. '1 APPEALS You may request a copy of any decision by the B.A.R. on a project or obtain information on your appeal rights by contacting the Department of Community Development at 431 -3670. A decision from the B.A.R. may be appealed to the City Council. The Department will provide you with information on appeals if you are interested. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: November 4, 1999 December 10, 1999 January 7, 2000. Re- posted February 10, 2000 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 To: From: Subj: Date: Robert Davey, Steve Friedman Rebecca Fox, City of Tukwila Staff Comments re Mr. Van Gard Revisions 2/1/00 We have reviewed your revisions to the Mr. Van Gard Self- Storage project based on our letter to you of 1/18/00. Here are staff comments: Building/Fire Code: 1. Address Fire Code as it relates to required windows. Landscaping: 1. Preliminary landscape plans indicate a range of possible plantings. Specific plantings must be shown in the final landscape plan. 2. We recommend the use of native, drought - resistant plants where possible. 3. Provide an irrigation system for the landscape plan. 4. Please provide columnar /vertical -type evergreens to soften the front and side elevations, and pick up on vertical elements in facade. 5. Provide an additional row of trees in landscape area. 6. Computerized color renderings indicate plantings which are not shown on landscaping plan. Please make renderings consistent with landscape plan. Signage: 7. You have indicated that the free - standing sign will not be included in the project. Please remove the sign from the final plans. 8. Include signage on the building elevations. Setback Requirements: 9. The retaining wall on the east side is considered a structure since it is over 4 feet in height. The wall's outer edge must be set back 10 feet from the side property line and 20 feet from front property line. Dumpster /Garbage/Recycling enclosure: 10. Integrate the dumpster enclosure with the building to allow tenant and truck access. Use materials which are consistent with building materials, rather than cedar slats with chain link. 11. The dumpster enclosure is to provide facilities for both garbage and recycling. Recycling storage space must be provided per TMC 18.52.080 and 18.52.090 (attached). Code requires 3 feet of recycling enclosure per 1000 square feet gross building area i.e. 225 square feet for the 75,000 square foot building which you propose. Public Notice: 12. We have received back approximately 35 to 40 public notice mailings. Please check and revise your mailing list. Building Design: 13. Provide a color and materials board specifically keyed to the final drawings of building elevations. 14. Provide specific information regarding "window" materials and color. 15. "Balconies" and "windows" should be included on the east side of the building, similar to those included on the west side. Treatment of east and west elevations should be consistent. 16. Is there an "arch" at the building's entrance? If so, how does it relate to the rest of the facade? 17. Extend the awning /canopy to enhance its sheltering function and expand its design aspect. Cap the building to eliminate the stepped feature. 18. Correct the cross section to reflect the appropriate scale. 19. Provide an additional cross section drawing from the east/west perspective i.e. from the viewpoint of the adjacent Crystal Ridge Condominiums. 20. Provide screening for the air conditioning unit on the west side. 21. Where will the mechanical units be located? How tall will they be? How will they be screened. Provide this information on a drawing. Plans: 22. Provide 8 sets of the complete, final plans. Provide one high - quality set of reductions of the final plans. Please number individual sheets in the sets consecutively. All corrected materials must be provided not later than Monday, February 7,2000 at 8:30 a.m. in order to be included in the February 24, 2000 Planning Commission agenda. 041,1/ .11/ LUUU 10 • rnn cUU UiU JUJD .1 41 \11 0 .� A M F: It fi C•14. First American Title Insurance Company 2101 FOURTH AVENUE, SUITE 800 * SEATTLE, WASHINGTON 98121 -9977 BUILDER/DEVELOPER DIVISION DICK CAYS SENIOR TITLE OFFICER: E -MAIL: drays @firstam.com SPECIAL PROJECTS DIVISION SENIOR TITLE OFFICER: LANCE LEWIS E -MAIL: lanlcwis @firstam.com ORDER NO. 506907 -9K LIABILITY: $1,000.00 SUBDIVISION GUARANTEE TAX: $17.20 FEE: PHONE: (206) 615 -3072 FAX NO.: (206) 615 -3059 PHONE: (206) 615 -3257 FAX NO. :(206) 448 -6248 $200.00 FIRST AMERICAN TITLE INSURANCE COMPANY, A CALIFORNIA CORPORATION, HEREIN CALLED THE COMPANY, SUBJECT TO THE LIABILITY EXCLUSIONS AND LIMITATIONS SET FORTH BELOW AND IN SCHEDULE A GUARANTEES BUSH, ROED & HITCHINGS HEREIN CALLED THE ASSURED, AGAINST ACTUAL LOSS NOT EXCEEDING THE LIABILITY AMOUNT STATED ABOVE WHICH THE ASSURED SHALL SUSTAIN BY REASON OF ANY INCORRECTNESS IN THE ASSURANCES SET FORTH IN SCHEDULE A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. NO GUARANTEE IS GIVEN NOR LIABILITY ASSUMED WITH RESPECT TO THE VALIDITY, LEGAL EFFECT OR PRIORITY OF ANY MATTER SHOWN HEREIN. 2. TEE COMPANY'S LIABILITY HEREUNDER SHALL BE LIMITED TO TIIE AMOUNT OF ACTUAL LOSS SUSTAINED BY THE ASSURED BECAUSE OF RELIANCE UPON Page 1 Z W U 0' O: U) W W =! w0. co =a 1- W Z 0 Z F- D w° I V ti ~O Z. LLI co, U ;. H =< 0� THE ASSURANCE HEREIN SET FORTH, BUT IN NO EVENT SHALL THE COMPANY'S LIABILITY EXCEED THE LIABILITY AMOUNT SET FORTH ABOVE. 3. THIS GUARANTEE IS RESTRICTED TO THE USE OF THE ASSURED FOR THE PURPOSE OF PROVIDING TITLE EVIDENCE AS MAY BE REQUIRED WHEN SUBDIVIDING LAND PURSUANT TO THE PROVISIONS OF CHAPTER 58.17, R.C.W., AND THE LOCAL REGULATIONS AND ORDINANCES ADOPTED PURSUANT TO SAID STATUTE. IT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY TRANSACTION AFFECTING TITLE TO SAID PROPERTY. Page 2 UU. 'JUG O O' • W•=. ,w O' J,. d:.. . • I w': I - O; .w W.: ID'- • W t mo.,. • • z SUBDIVISION GUARANTEE SCHEDULE A J 00'* ORDER NO. 506907 -9K THE ASSURANCES REFERRED TO ON THE FACE PAGE ARE: A. TITLE IS VESTED IN: THE TONY S. ICATO AND DORIS M. KATO REVOCABLE LIVING TRUST DATED NOVEMBER 16, 1990 B, THAT ACCORDING TO THE COMPANY'S TITLE PLANT RECORDS RELATIVE TO THE FOLLOWING DESCRIBED REAL PROPERTY (INCLUDING THOSE RECORDS MAINTAINED AND INDEXED BY NAME), THERE ARE NO OTHER DOCUMENTS AFFECTING TITLE TO SAID REAL PROPERTY OR ANY PORTION THEREOF, OTHER THAN THOSE SHOWN BELOW UNDER RECORD MATTERS. THE FOLLOWING MATTERS ARE EXCLUDED FROM THE COVERAGE OF THIS GUARANTEE: 1. UNPATENTED MINING CLAIMS, RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF. 2. WATER RIGHTS, CLAIMS OR TITLE TO WATER. 3. TAX DEEDS TO THE STATE OP WASHINGTON. 4. DOCUMENTS PERTAINING TO MINERAL ESTATES. DESCRIPTION: LOT 11 OF INTERURBAN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO PLAT. RECORDED IN VOLUME 10 OF PLATS AT PAGE(S) 55, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 450.86 FEET THEREOF; ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 1, BY DEED RECORDED UNDER RECORDING NO. 5473599. RECORD MATTERS: 1. GENERAL TAXES, WHICH AMOUNT CANNOT BE PAID UNTIL FEBRUARY 15, 2000. YEAR 2000 AMOUNT: 812,488.34 TAX ACCOUNT NO.: 359700- 0202 -09 ASSESSED VALUE OF LAND: $372,900.00 ASSESSED VALUE OF IMPROVEMENT: 8456,800.00 2. LEASE AND THE TERMS AND CONDITIONS THEREOF AS DISCLOSED BY MEMORANDUM OF LEASE: LESSOR: TONY KATO AND DORIS KATO, HUSBAND AND WIFE LESSEE: VIP'S RESTAURANTS, INC. TERM: 40 YEARS Page 3 u1/J1,4000 10:04 rtAA LW) U10 OUJO DATED: DECEMBER 1, 1974 RECORDED: FEBRUARY 13, 1995 RECORDING NO.: 9502130412 (AS TO A PORTION) Lei uua ORDER NO. 506907-9K A SUBSEQUENT MEMORANDUM OF SAID LEASE WAS RECORDED NOVEMBER 17, 1999 UNDER. RECORDING NO. 19991117001616. MODIFICATION AND /OR AMENDMENT BY INSTRUMENT: RECORDED: NOVEMBER 17, 1999 RECORDING NO.: 19991117001617 z a tu re 2 6 jU UO ' .fA Lu w O LESSEE'S INTEREST IS NOW HELD BY NORTH HILLS JOINT VENTURE PARTNERS, A WASHINGTON JOINT VENTURE COMPRISED OF GENCOR, INC., A WASHINGTON u.. a CORPORATION AND NORTH HILLS APARTMENTS, INC, A WASHINGTON = a' CORPORATION PURSUANT TO INSTRUMENT RECORDED UNDER. RECORDING NOS. Z = 8712030050, 8712030051 AND 8806220636. 1- H 0: Z 1-: 3. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: ILI ?; GRANTOR: NORTH HILLS JOINT VENTURE PARTNERS, A 2 O. WASHINGTON JOINT VENTURE COMPRISED OF U; GENCOR, INC., A WASHINGTON CORPORATION AND ?p N H NORTH HILLS APARTMENTS, INC., A WASHINGTON ;= W: CORPORATION H V TRUSTEE: NORTHWESTERLY TITLE COMPANY u_ ~' — O: BENEFICIARY: KEY BANK OF PUGET SOUND, A WASHINGTON . Z' BANKING CORPORATION U N; AMOUNT: 51,700,000,00 P H' O DATED: MARCH 1, 1990 Z, RECORDED: MARCH 27, 1990 RECORDING NO.: 9003271406 (AS TO A PORTION AND INCLUDES OTHER PROPERTY) DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: NORTH HILLS JOINT VENTURE PARTNERS, A WASHINGTON JOINT VENTURE TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY BENEFICIARY: KEYCORP REAL ESTATE CAPITAL MARKETS, INC., AN WHO CORPORATION AMOUNT: S1,603,700.00 DATED: NOVEMBER I7, 1999 RECORDED: NOVEMBER 17, 1999 RECORDING NO.: 19991117001618 (AS TO A PORTION AND INCLUDES OTHER PROPERTY) ASSIGNMENT OF BENEFICIAL INTEREST: ASSIGNEE: FANNIE MAE RECORDED: NOVEMBER 17, 1999 RECORDING NO.: 19991117001619 Page 4 1.11 /d1 /4UUU 10 :d4 r/sa 400 010 OU00 lilt l l 0 IjUU0 ORDER NO. 506907 -9K 5. FINANCING STATEMENT. DEBTOR: NORTH HILLS JOINT VENTURE PARTNERS, A WASHINGTON JOINT VENTURE CREDITOR: KEYCORP REAL ESTATE CAPITAL MARKETS, INC. RECORDING NO.: 19991117001620 (AS TO A PORTION AND INCLUDES OTHER PROPERTY) 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: RECORDING NO.: IN FAVOR OF: FOR: AFFECTS: 7. EASEMENT, INCLUDING RECORDED: RECORDING NO.: FOR AFFECTS: 8. INDEMNIFICATION BETWEEN: AND: RECORDED: RECORDING NO.: AUGUST 30, 1962 5473599 STATE OF WASHINGTON ENTRY TO CONSTRUCT ROAD APPROACH THE SUBJECT PROPERTY TERMS AND PROVISIONS CONTAINED THEREIN: MARCH 4, 1974 7403040471 INGRESS AND EGRESS THE SOUTH 60 FEET OF THE WEST 25 FEET AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: SATOMI KATO A.K.A. TONY KATO CITY OF TUKWILA AUGUST 15, 1974 7408150422 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: RECORDING NO.: FOR: AFFECTS: FEBRUARY 13, 1975 7502130412 INGRESS, EGRESS, AND UTILITIES THE WEST 25 FEET OF SOUTHERLY PORTION 10. CONCOMITANT AGREEMENT FOR NORTH HILL OFFICE (WESTERN PACIFIC PROPERTIES, INC.) VARIANCE (CITY FILE NO. 84 -10 -V) AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: CITY OF TUKWILA AND: NORTH HILL ASSOCIATES, A JOINT VENTURE CONSISTING OF WESTERN PACIFIC PROPERTIES, INC., A WASHINGTON CORPORATION, AND VIP'S RESTAURANTS, INC., AN OREGON CORPORATION MAY 1, 1985 8505010766 RECORDED: RECORDING NO.: Page 5 ORDER NO, 506907 -9K 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JULY 21, 1988 RECORDING NO.: 8807210449 FOR: PARKING AND RECREATION SPACE RIGHTS AFFECTS: NORTHERLY PORTION MODIFICATION AND /OR AMENDMENT BY INSTRUMENT: RECORDED: OCTOBER 17, 1988 RECORDING NO.: 8810170290 12. RIGHT OF ENTRY AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: TCI CABLEVISION OF WASHINGTON, INC. AND: GENCOR, INC. RECORDED; SEPTEMBER 27, 1988 RECORDING NO.: 8809270333 13. EASEMENT, INCLUDING RECORDED: RECORDING NO.: IN FAVOR OF: FOR: AFFECTS: TERMS AND PROVISIONS CONTAINED THEREIN: MARCH 13, 1989 8903130883 PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION ELECTRIC TRANSMISSION AND /OR DISTRIBUTION SYSTEM THE CENTERLINE OF GRANTEE'S FACILITIES AS CONSTRUCTED OR TO BE CONSTRUCTED, EXTENDED OR RELOCATED SAID INSTRUMENT IS A RE-RECORD OF RECORDING NO(S). 8808221072. 14. DEVELOPER'S AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NO.: DATED: January 14, 2000 AT 8:00 A.M. RJ /EJH CITY OF TUKWILA GENCOR DEVELOPMENT, INC. AUGUST 26, 1992 9208261184 cLA TITLE OFFICER Z = H, w•. J U; U O CV .CO w w= : • N !l.:: wO Hw 2 ,z Z I—` 2 ; DoE-; �w w 1--V U y; 5. :O I.', z Memorandum Date: 1/28/00 To: Joanna Spencer cc: Brian Shelton From: Raid Tirhi RE: Van Gard Self Storage The Transportation Division has reviewed the Traffic Impact Analysis (TIA) report dated January 24, 2000. The report had a few errors in its assumptions and calculations. We have the following comments: • Trip generation: Based on the Trip Generation Manual (LUC -151) The average p.m. peak hour rate is 0.03 trips per storage unit. Therefore, the project will generate 18 trips in the evening peak hour and 165 daily trips. The report indicated 3 peak hour and 155 daily trips. • In our previous memo, we requested to "conduct a P.M. peak hour traffic count at the Southcenter Blvd. /access driveway 'intersection and document the number of vehicles utilizing it to get to the ARCO station ". The turning movement done did not include any of the ARCO station vehicles. We did an evening peak hour count on 01/27/2000 at the subject driveway and found that a total of 28 vehicles turned right into the driveway, 20 of them were destined to the ARCO station. Other movements counted were:12 EB left, 10 SB left, and 8 SB right. • Indicate any traffic conflicts between the proposed development and the ARCO station that could cause potential queuing, gridlock, and safety problems onto Southcenter blvd. • In our previous memo, we requested to "perform actual gap analysis at the access driveway ". The traffic report has provided a theoretical value of 4 seconds that include 3 seconds Yellow time. Yellow time is considered as part of the green time. It is there to clear the intersection. Therefore, it can't be used as part of the gap time calculation. On the other hand, a 2- second start-up delay is appropriate. Based on field visits, we have observed 3 second gaps between NB left traffic and WB thru traffic at the 61St Ave bridge signal on Southcenter Blvd. • Conduct arterial level of service (LOS) analysis for Southcenter Blvd. in the vicinity of the project site. This is not the same as the intersection LOS analysis. • The report indicated LOS " C " at the 61St Ave bridge /Southcenter Blvd. intersection during the P.M. peak hour. This seems to be un- realistic for such a busy intersection. The analysis r4 2 U O; NO W =; J �. N LL` w O. • J co = a� 1-- _ Z I- O. Z I--. 'U a ww H V. — O. ui z U =, z used Y +R= 4 sec. instead of the existing 5 seconds (4 yellow and 1 Red). Also truck percentage used was 0 %. • The report has indicated a high accident rate for the subject roadway segment. No mitigation was offered. The report has indicated that there are no queuing problems in front of the access driveway. In the evening peak hour on January 27, 2000 we have observed traffic a dozen of times backing up to the driveway access in either direction between Macadam and 61St Ave. signals. —w • 6D JU U 01 CO w; W =: J � CO LL • The report has indicated a LOS " F " for the access driveway during the evening peak hour. w O' u. Based on the new volumes and the new trip generation rates, analyze channelization a: requirements for the access driveway (check to see if right turn lane warrants are met). ▪ w` z� • All driveways shall comply with City commercial standards. Driveway widths shall be 25' z g', minimum and 35' maximum. No mitigation or solution was offered. C: \vangard2.doc 2 • W, 2 Di ,O N. w W. H V 16 Z: W W • . • O~ Z j Preliminary Technical Information Report Mr. Van Gard Storage 5950 Southcenter Blvd. Tukwila, WA E99 -G033 L519- 00-71t for Gencor By: Bush Roed & Hitchings, Inc. 2009 Minor Avenue East Seattle, Washington (206) 323 -4144 (206) 323 -7135 Fax BRH Job No. 99242.01 January 20, 2000 net JAN 2 5 2000 Pu8LV ILLA Rocs [BORES 02/02/ Z maaw J Ui N w w =:.. w o; 2 g J: co di • >> = w _. z o z w w; U.. 0 1-z UJ qi —0 z }.. 111 =+ 0~ Drainage Narrative: The storm drainage facilities designed for this project are based on the 1998 King County Surface Water Design Manual. The stormwater detention system is sixed per the KCRTS sizing method for a "level 1" analysis. Calculations for these facilities are provided in the following pages. A complete technical information report will be provided at the time of building permit submittal. A downstream analysis has already been performed and is attached below: Offsite Drainage Analysis The Site The site is undeveloped property located at 5950 Southcenter Boulevard just east of the existing Arco Gas Station and south of the North Hill Apartments. It is King County Parcel no. 359700- 0202 -09. Preliminary information regarding existing surface water drainage near the site was provided by City staff and confirmed by field inspection on August 27, 1999. Upstream Drainage System Upstream, the piped drainage system originates at the Arco Gas Station to the west. The upstream tributary drainage area includes the adjacent portion of Southcenter Blvd.. The piped system drains by gravity along the north curb of Southcenter Boulevard, in front of the subject site, and flows to the east. Downstream Drainage System Downstream, the piped system discharges at two points on the south side of Southcenter Blvd. into an existing waterway running along the north side of Interstate Hwy. 405 (Gilliam Creek). The Creek appears to drain eastward towards the Green River, however, due to inaccessibility, this was not confirmed by field inspection. City staff, however, confirmed that Gilliam Creek flows easterly approximately one half mile and discharges into the Green River. • z Z re 1112 J U 0 0; U) w: w =: J .H. '. w O; = a: w Z Z i--. �O. Z ILI 11J: D °. O = V • U (0;. z BUSH, ROED & HITCHINGS:''" C. CIVIL ENGINEERS & LAND SURVEYORS 2009 Minor Avenue East Seattle, WA 98102 (206) 323-4144 B R H (206) 323 -7135 • Fax JOB SHEET NO OF CALCULATED BY "3—VB DATE CHECKED BY DATE SCALE r )614)1L- 4- Mid/ - 5rog€ E.... 5(z g-tre/6-iit /1 ext sT/de, cad p,TJO .5 !S!><y 67/1,0J.SS1..5c- 4 3...-...r. 438 -r- "... 5t 0$0 5P Es / i 4 --, c _Foy L4 1. s 0.4P6/14;109:s" pAe 610-,* /r»PE !V : , 4 , hen PC-eV I OL - 3,..44r7 5F �...... 0� 4', (-33$F... / WE ✓G.-pP6 -D co/Oine.1.5' 4-4,10.04-0,46 - .. V.SE n n i�4 - CgR.435 c.4.7-69/24e FO2.. PCAvIoa1'„ ?i'2ef..5......... �... L)$ 19vn eavi ous F22 PP-o Pos'Z) �3t- C� E PA/ „'%. IniPtht vipu5 = Z 5, `77 O. 5/ etevre.. ?ILA- _'i?- 1$$ =_Z5,ito( 5F= 0.5x74 sure, l owy\ 5 'e-mw ..SDP % _ iZfJL'al.em.s law& io &ir,.F f- E.) 4,Elh71(17E ; . 1 v c- / £ aA ✓E y e,. P i t Cs/ii, 6E= DF-5/ ? • PRODUCT 2644 (Sirgk Sheds) 205-1(Padded) (Acuff/0 Inc.: Groton, Mass.01471. To Order PRONE TOLL FRREE 100-2254380 z j Z C4 w 2 UO W = J w o: g 5. u.= -d w. z �. F- o. LLI o' O co o f-, w w: I- U, -• z w U to o'''. z SECTION 111 Figure III -2. Rainfall Regions and Scale itisaftAir, 111% likrA Mme► i1y►„ III-4 tof KCRTS User's Guide October 20, 1995 z W 00 LU WI U) LL WO a Do =w _ z� Z o W ui 2o U to O —. O I- W W H� "O •• z W 0 Z Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow.Rate Rank Time of Peak (CFS) 0.117 4 0.067 6 0.147 2 0.040 8 0.066 7 0.121 3 0.109 5 0.268 1 Computed Peaks 2/ 9/ 1 2 :00 1/ 5/ 2 16:00 2/27/ 3 7 :00 8/26/ 4 2:00 1/ 5/ 5 8:00 1/18/ 6 16:00 11/24/ 6 3:00 1/ 9/ 8 6:00 H E,Xt 5i 1fJG) OJDr i tvrJ Flow Frequency Analysis - - Peaks - (CFS) 0.268 0.147 0.121 0.117 0.109 0.067 0.066 0.040 0.228 TAR6,I7' PitaARhi€ lairres - Rank Return Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 Prob 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea -Tac - -- Annual Flow Rate (CFS) 0.196 0.153 0.23.7 0.159 0.193 0.207 0.231 0.403 Computed Peak Flow Rates-- - Rank Time of Peak 5 8 2 7 6 4 3 1 Peaks 2/ 9/ 1 1/ 5/ 2 2/27/ 3 8/26/ 4 10/28/ 4 1/18/ 6 10/26/ 6 1/ 9/ 8 2:00 16 :00 7 :00 2 :00 16:00 16:00 0 :00 6:00 KG (LI Flow Frequency Analysis - Rank Return Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 - - Peaks - (CFS) 0.403 0.237 0.231 0.207 0.196 0.193 0.159 0.153 0.348 Prob 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 = f-., II Z .. L. ;JV; ;rn o w =' J • tea' . CY Z Hi 1- 0; CC V', w ,O 1 _' 'Z' Retention /Detention Facility Type of Facility: Detention Tank Tank Diameter: Tank Length: Effective Storage Depth: Stage 0 Elevation: Storage Volume: Riser Head: Riser Diameter: Number of orifices: 2 5.00 ft (,n 150. ft Tip,, -f C-arJC-O. "¶# ve-- 1-067'+ H 4-C Do cc A 5.00 ft pu f` tYlA►J►to °¢" 3!0 "ripE yvL. 100.00 ft 2938. CU. ft A. 4L-F(69"40)X 7,oS 4r . Zb.Z7cf 5.00 ft 12.00 inches g, D v F (:)4 `'0 ri.W,)x d 5.ta4F/Fr 1 Full Head" Orifice # Height Diameter Discharge (ft) (in) (CFS) 1 0.00 1.34 0.109 2 4.30 0.737.IS/1(,1I � 0.012 Top Notch Weir: None nAlt 34" 4 1°4 ' 3 * °°-- rz e E. i> (ao " Stage (ft) 0.00 0.10 0.60 1.10 1.60 2.10 2.60 3.10 3.60 4.10 4.30 4.80 5.00 5.10 5.20 5.30 5.40 5.50 5.60 5.70 5.80 5.90 6.00 6.10 6.20 6.30 6.40 6.50 6.60 6.70 6.80 6.90 =151, p G.P l Sr► :a I 81' 3 C ^ 9,��F Iq ,low 07Fr Elevation Storage Discharge Percolation (ft) (cu. ft) (ac -ft) 100.00 0. 0.000 100.10 14. 100.60 200. 101.10 479. 101.60 810. 102.10 1171. 102.60 1544. 103.10 1913. 103.60 2264. 104.10 2578. 104.30 2688. 104.80 2898. 105.00 2938. 105.10 2938. 105.20 2938. 105.30 2938. 105.40 2938. 105.50 2938. 105.60 2938. 105.70 2938. 105.80 2938. 105.90 2938. 106..00 '2938. 106.10 2938. 106.20 2938. 106.30 2938. 106.40 2938. 106.50 2938. 106.60 2938. 106.70 2938. 106.80 2938. 106.90 2938. Routing Hydrographs (cfs) 0.000 0.000 0.015 0.005 0.038 0.011 0.051 0.019 0.062 0.027 0.071 0.035 0.079 0.044 0.086 0.052 0.092 0.059 0.099 0.062 0.101 0.067 0.117 0.067 0.121 0.067 0.431 O .067 0.996 0.067 1.730 O .067 2.520 0.067 2.800 0.067 3.060 0.067 3.300 0.067 3.520 O .067 3.720 0.067 3.920 • 0.067 4.110 0.067 4.280 O .067 4.450 O .067 4.620 0.067 4.780 0.067 4.930 0.067 5.080 0.067 5.220 0.067 5.360 (cfs) �Nir�T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O .00 O .00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 "r-* q, ems' 142„ Hyd Inflow Outflow Target Calc. 0.12 0.12 c6737) 0.12 0.10 0.40 0.20 0.21 0.20 0.24 0.12 0.15 0.16 0.07 0.06 Peak Stage Elev 5.00 105.00 5.00 105.00 5.00 105.00 4.99 104.99 3.82 103.82 2.25 102.25 1.77 101.77 1.51 101.51 Storage (Cu -Ft) (Ac -Ft) 2938. 2938. 2938. 2935. 2402. 1284. 934. 748. 'rA -ftC i-u g 5 yokrc -t ✓� • 0.067 0.067 0.067 0.067 0.055 0.029 0.021 0.017 Z { .gyp. cow: ! LL. J:. _ �i F- =j I- a: AU of • ZF o.N. - O Z!.. 'U in • 2! O 171' BUSH, ROED & HITCHING3, INC. CIVIL ENGINEERS & LAND SURVEYORS 2009 Minor Avenue East Seattle, WA 98102 (206) 323 -4144 FAX (206) 323 -7135 BRH 1- 800 - 935 -0508 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE design flow rate detention system outflow east oil / water separator 660 -CPS OIL/ WATER SEPARATOR 788 SQ. FT. - EFFECTIVE COALESCING AREA 415 GPM - MAXIMUM PROCESS FLOW 6' -8" FIBERGLASS HOLD -DOWN CHANNEL FINISH GRADE EL. PLAN VIEW - I U.V. Co. 2 -342P DIAMOND PLATE COVERS OIL RETAINING BAFFLE INLET I.E. INLET PIPE WITH ELBOW BY OTHERS INLET WEIR -- )1 0 0 0 0 '4, -0" WATER DEPTH cr.D 0 • -. • 0 D • D • n 0 0 0 COALESCING MEDIA SECTION AA STRUCTURAL NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH f c = 4500 psi 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A -185 GRADE 65 4. DESIGN: ACI-318-83 BUILDING CODE ASTM C -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES" 5. LOADS: H -20 TRUCK WHEEL w/ 30% IMPACT PER AASHTO GENERAL NOTES: 1. ALL BAFFLE/ WEIR PLATES TO BE MILD STEEL, GALVANIZED 2. WATER DEPTH = 4' -0" 3. CONTRACTOR TO: GROUT IN ALL PIPES SUPPLY & INSTALL INLET & OUTLET PIPES (INCLUDING PIPE ELBOW & SAMPLING TEE) FILL w/ CLEAN WATER PRIOR TO "START UP" OF SYSTEM VERIFY ALL BLOCKOUT SIZES and LOCATIONS 4. REFERENCE U.V.Co. CATALOG MODEL 660 -LA 123.1 m OUTLET WEIR OUTLET PIPE WITH SAMPLING TEE BY OTHERS OUTLET I.E. INFORMATION NEEDED: INLET PIPE SIZE - OUTLET PIPE SIZE - GRADE ELEVATION - INLET INVERT ELEVATION - OUTLET INVERT ELEVATION - BASIC DESIGN INFORMATION: INFLUENT CHARACTERISTICS - OIL SPECIFIC GRAVITY =.83 OPERATING TERMERATURE = 45' INFLUENT OIL CONCENTRATION = 100 ppm MEAN OIL DROPLET SIZE (MICRONS) = 130 FLOW EFFLUENT RATE QUALITY 125 GPM C 10 ppm COVER No. 64- 2 -342P 1,200Ibs. 4'-8" 660 -CPS OIL / WATER SEPARATOR 788 SQ. FT. - EFFECTIVE COALESCING AREA 415 G.P.M. - MAXIMUM PROCESS FLOW 6' -8" OUTLET PIPE WITH SAMPLING TEE BY OTHERS BASE ASSEMBLY No. 660 -CPS 6,300 lbs. OUTLET WEIR OIL RETAINING BAFFLE Copyright 1992 FIBERGLASS HOLD-DOWN CHANNEL 6 -0" 5' 6' 6' -0" COALESING MEDIA -I 4'-0' INLET WEIR -/ INLET PIPE WITH ELBOW BY OTHERS * ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. FOR DETAILS SEE REVERSE SIDE. 123 Issue: April, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN • Baffle height to depth ratios of 0.85 for top baffles and 0.15 for bottom baffles The separator is first sized for depth using the equation: Depth = (Q /2Vh)1/2 where: Q = design flow (cfm) Vh = design horizontal velocity (fpm) = 0.50 (15 times 0.033) Calculate the width using the above ratios (i.e., 0.3 to 0.5 depth -to -width ratio). Then calculate length using the equation: Length = Depth Rise Rate (Q /2Vh) 1/2 (Q /2Vh) 1/2 * Vh = * 0.50 = 0.033 0.066 (L-1411.4r9... . . 4 vL. S/z.),46 - x4_ Doe P AILM4A -. Calculate the projected (horizontal) surface area of plates required using the following equation: AP Q Rise Rate Where Ap = projected surface area of the plate (ft.2); note that the actual surface area, Aa = Ap * cosine H H = angle of the plates with the horizontal in degrees, usually varies from 45 -60 degrees. Q = design flow (cfm). Rise rate - recommend using 0.033 ft /min. Manufacturers of plate packs provide standard size packages which are rated at a particular flow (usually in gpm). However, as the manufacturer's flow rating is for conditions different than used above, the engineer must compare the plate surface area with the above calculation. Do not confuse the projected plate area with actual plate area (see Figure III -7.4). The width, depth, and length of the plate pack and the chamber in which the plate pack is placed is completely flexible and is a function of the plate sizes provided by the particular pack manufacturer and standard size vaults that are available for small sites. III -7.3 CONSTRUCTION AND MAINTENANCE Construction Specifications There are no special construction considerations. III -7 -5 FEBRUARY, 1992 File: L 99 -0078 Drawing #1 :14 z z 6 D. To: Bob Noe 0' • 0 0 From: Rebecca Fox , Subj: Indemnification Agreement at 5950 Southcenter Boulevard LU L1J, Date: -J January 24, 2000 co • uj 0, I am conducting development review for a potential self-storage facility at 5950 g -711 Southcenter Boulevard. The property has an ingress/egress easement which has (is?) an u. indemnification agreement (attached). The developer now owns the property with the easement and proposes to build. z 0 What happens to the indemnification agreement? Please advise at your earliest z convenience. 2 D. uj, Thanks. 01=, POSSIBLE COMPREHENSIVE PLAN AMENDMENTS (SUBMIT BY 12/31/99) 1. Height limits in NCC zone (Urban Renewal Area) 2. Office use in MIC -L 3. Amend North Potential Annexation Boundary (due to agreement with Seattle, King County) 4. Amend South Potential Annexation Boundary (due to likely agreement with SeaTac) 5. Review multi - family use and density in TUC (to allow multi - family by commuter rail station) 6. Zoning for E. Marginal Way and Interurban Avenue triangle (need official zoning of LDR) z ;. ww • JU U O cow; w =: i—, co w o: u.¢ = c� 1— w. z�:. �o z I; • =f • O z To: Joanna Spencer From: Rebecca Fox Subj: Mr. Van Gard Self Storage * Date: January 24, 2000 Thanks for your participation in our meeting with the applicants. Your input very was helpful. Attached are the easements which you'd requested in the substantive comments. I will contact the City Attorney to inquire what needs to be done with # 7408150422 to address the indemnification agreement. One further issue remains regarding the emergency access driveway. At this point Public Works is requiring an asphalt emergency driveway with a chain or bollard at the property line and an "Emergency access only. Do not enter" sign on Southcenter Boulevard. As staff had done in earlier discussions, the applicant raised the concern that customers would confuse the paved emergency access driveway with a regular driveway, and would mistakenly drive into the asphalt emergency driveway. They would then need to back out onto Southcenter Boulevard in order to re -enter the regular driveway. This would cause potential traffic and safety problems in an already congested spot. The applicant suggested that using grasscrete would reduce the likelihood of this happening. Since grasscrete will accommodate the fire trucks, the Fire Department is comfortable using grasscrete for the emergency access. Given these factors, I hope that Public Works will reconsider its requirement for an asphalt emergency driveway and allow the use of grasscrete instead. *Memo revised from memo of 1/20/00 to remove "gate" from emergency access driveway discussion. 'h 1: t•t'it• I .t .•r. t �l . r.V t4: - ol. i.._ t. - - i'..:..ww.. w... ..o..u- ...- :1l.:iiS iia.:::ilui(:::.w...:u1tc::V ��•V : n i' * 1 Christopher brown Cn Associates 9688 Rainier Ave. & Seattle, WA 98118 -5981 (206) 722 -1910 Fax (206) 722 -1909 January 24, 2000 Ms. Rebecca Fox Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Re: City of Tukwila Traffic Impact Analysis Proposed Mini - storage 5600 Southcenter Boulevard Dear Ms. Fox: At the request of Mr. Steve Friedman of the Gencor- Friedman Development Company I am enclosing two copies of the subject traffic analysis. I expect that you will want to keep one in the city's project files while the other may be useful to the traffic engineering staff. On the basis of this traffic study, not the least being a review of the a.m., noon, and p.m. peak hour traffic volumes along with the appended accident data, I do not believe that the project will produce any measurable traffic impact. Its traffic generation is far too small. Indeed, its access tends to be superior to that found at the two commercial driveways to its immediate west. Likewise, I am not able find any accident data that would suggest this driveway location is inherently hazardous. I trust you will find the enclosed study of value in your project assessment. Yours truly, C. V. Brown, P.E. cvb /s encl. cc Mr. Steve Friedman Traffic Engineers fS Transportation Planners z w 6 J U. UO W 0. W= J H CO LL W0�.• lL Q. c d. = W Z H0 z►- U • u) O u), 0 1- w w. = U" - 0 -z` w U =`. O ~ z Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 3 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L 9 6 > > > 8 * F * SB R 3 412 > > > EB L 10 . 130 30.0 Intersection Delay = 6.6 The calculated delay was greater than 999.9 sec. 0.2 z 6 J U" U 0: CO • W: W =' J H: N u. W 0: u_ N a' H =, z �. 1-o Z �- D• o: 0 "N' wW 1 U =: O H Z ' it • 'iuil............ i.:._. ., � . '•.:�u:•i ,,.r. 'qi'i�• tii.�.....o • �'� ., �'.1..: .P;• • - •.. .�• •• L I ix hcul8.ia461t. . .: G,..d. ...0 .,, ` n .,ia .....o. w..a,.0 ' .wu«.:.y:::ia.: o,,.. «.u...J.;{ +Cw�.,. -i.l iii:: L�p.:: isui; i;t; lsw.. ...::i:....u.i.�:+,.t {!..::ia6 W • uuiui � • 1 Mr. Steve Friedman Gencor - Friedman Development Company P. 0. Box 1018 Mercer Island, WA 98040 -1018 Re: City of Tukwila Traffic Impact Analysis Proposed Mini - storage 5600 Southcenter Boulevard Christopher brown eS Associates 9688 Rainier Ave. 8. • &attic, WA 98118 -5981 (206) 722 -1910 Fax (206) 722 -1909 , January 24, 2000 Dear Mr. Friedman:. Enclosed is a copy of the subject analysis detailing the various traffic elements. Under separate cover I am forwarding a copy to Ms. Rebecca Fox the Tukwila Community•Development Department for her use, reference and /or files. The study was expanded over the p.m. peak hour as first requested since the contrast with the p.m. peak hour may be of value. This is especially important since the p.m. peak hour is not really the highest of the day. In fact it is the lowest. Levels of service are an issue to the city as are traffic accidents. The latter produces an average accident rate higher then commonly found .on King County roads and highways. However, I have not been able to find, any data that would suggest the driveway you plan to use is in any way hazardous. Rather, the hazard issue lies further to the west including the Denny's driveway. With the proximate signal at 61st, the very low volumes on the driveway by field observations, regardless of the time -of -day incidentally, I see no reason that this project can be accomplished with but minimal if any traffic impact. If I had another choice I would have preferred to measure the variation in traffic signal cycle length by time -of -day in addition to measuring its yellow and 4 -way red intervals in concert with the westbound and northbound left turn starting delay. These would have been useful real -time measures of gap distributions. If you have any questions, please feel free to call. Yours truly, C. V. Brown, P.E. Traffic En§ineers f4 Trans ortation Planners z z re w 6 J U' UO U 0. CO W. w= J F- LL O}. g J LL Q CO W Z 1.. 1—O Z �- Um O =: o F- wW 0 — O. .z U= O ~' z • -.. 4. Y1J4....'= '1:.�::.i......W±iu•.�.«wi.1�.w S::1- 1 -.{!1 . 1•.......... r... t%:. .iiU:..i:I::%...::::..r'f:.�L.. �i. 1... .�:. ;'.iii:.:: :.: .. �. ........ ...... «....- ...a......- ...u..:l:wl:.: .•i1•.........:.11 - .... w1.. 11.... U11Nt ....(� »S:I..:i..n:3ii..i4t::i.0 :11d:u;4: Ms. Rebecca Fox Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Re: City of Tukwila Traffic Impact Analysis Proposed Mini - storage 5600 Southcenter Boulevard Dear Ms. Fox: Christopher Brown es Associates 9688 Rainier Ave. 8. &attic, WA 98118 -5981 (206) 722 -1910 fax (206) 722 -1909 January 24, 2000 JAN 2 5 2000 COMMUMTY DEVELOPMENT At the request of Mr. Steve Friedman of the Gencor- Friedman Development Company I am enclosing two copies of the subject traffic analysis. I expect that you will want to keep one in the city's project files while the other may be useful to the traffic engineering staff. On the basis of this traffic study, not the least being a review of the a.m., noon, and p.m. peak hour traffic volumes along with the appended accident data, I do not believe that the project will produce any measurable traffic impact. Its traffic generation is far too small. Indeed, its access tends to be superior to that . found at the two commercial driveways to its immediate west. Likewise, I am not able find any accident data that would suggest this driveway location is inherently hazardous. I trust you will find the enclosed study of value in your project assessment. Yours truly, C. V. Brown, P.E. cvb /s encl. cc Mr. Steve Friedman Traffic Engineers CS Transportation Planners ChriBtopher Brown ig5 Associates 9688 Rainier Ave. 8. Seattle, WA 98118 -5981 (206) 722 -1910 Fax (206) 722 -1909 TRAFFIC IMPACT ANALYSIS . for a 590 UNIT MINI - WAREHOUSE in the City of Tukwila by Gencor - Friedmen Development Company January 24, 2000 Traffic Engineers Transportation Planners JA ??'! 2 5 2000 .... . r;iv.,;.•; , • , _ • ie"'e*•\ TRAFFIC IMPACT ANALYSIS for a 590 UNIT MINI-WAREHOUSE Table of Contents Study Objectives Location and Access Traffic Data Data References and Sources Trip Generation Traffic Assignment Capacity Analysis Levels of Service Comments on Levels of Service Gap Analysis Arterial Levels of Service Accidents Channelization/Right Turn Only Lanes Conclusions List of Figures Figure 1 Figure.2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 List of Tables Table I Table II Table III Table IV Appendix Vicinity Map , Current A.M. Peak Hour Traffic Volumes Current Noon Hour Traffic Volumes Current P.M. Peak Hour Traffic Volumes A.M. Peak Hour Traffic Assignment Noon Peak Hour Traffic Assignment P.M. Peak Hour Traffic Assignment Trip Generation Levels of Service Level of Service Definitions Volumes by Driveway Site Plan DPW Average Weekday Traffic Counts Current 61st Signal Peak Hour Counts Accident Data Right Turn Guidelines Level of Service Computations • 1. 1. 3. 3. 3. 7. 7. 12. 13. 13. 14. 14. 16. 16. 2. 4. 5. 6. 8. 9. 10. 7. 11. 12. 15. 1. 2. 5. 7. 15. 16. Christopher Brown ef Associates 9688 12ainier Ave. 6. (Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 • •, itt «i;•.;t,:li •:l :.'1':717 'f' -: i• . 1'• 1 . • 1 :i. Ali: i�� ':t'.: •:� � -i• , !li�}JLU:f:Ltlt_u�.:ltuu..,.r «.. .,t l::tii� •t'. ':i" ' :'4:.7:.t ._J7_!«..w..x »F::•Ma.i::i:i 4.17 "li:::l:uc•— •�i r•,::u t % n1 TRAFFIC IMPACT ANALYSIS for a 590 UNIT MINI - WAREHOUSE City of Tukwila by Gencor - Friedmen Development Company Study Obiectives The objective of this study are severalfold and include the gathering of current traffic and accident data on the abutting arterial facility serving the site and the adjacent commercial sites, identifying current traffic conflicts, reviewing accident data and checking possible traffic safety issues, performing arterial level of service analysis at the access driveway •intersection, checking gap analysis at the driveway and analyzing the arterial channelization requirements to verify if a right turn lane or a right turn pocket is an appropriate access consideration. Location and Access The project is situated in the north - central sector of the City of Tukwila on the north side of Southcenter Boulevard about a block west of the signalized intersection at 61st Avenue S. /'S' Line Bridge. It is immediately east of an ARCO gas station and mini -mart and will share a driveway with an existing apartment complex - the North Hill Apartments. The general site location is approximately shown on Figure 1, the Vicinity Map. Access to the site will be from a single driveway shared with the previously referenced residential development. Of some note, this existing driveway also provides access to the eastern side of the ARCO gas station and mini -mart. To accommodate these diverse users it is expected that the driveway will be slightly widened to standard city commercial driveway dimensions. -1- Christopher brown fn Associates 9688 12ainier Ave. S. Seattle. WA 98118 -5981 (206) 722-1910 Fax (206) 722 -1909 utiaer z z. re 2ui O 0 �0: u) w' w =: J H N L. w�0-., J. -a =▪ w z �. 1- 0. z 1- w • � o U N' 0 H w w; r w Ii.lz O~ z .......................................................................................................................... 110 N01 ii 1 1 1 , 1 F,. i El 1fU qtlY1(111-4 , I 4 . a i A i 1 i ' rzrid : A I? 1.. d Yd .5i.d.. ;3 71-7— liclid;ffi-7: iiiya" oudlio) . . . ; i I 3; • ,,,, 73 1 ' / 1" . ( i pi 1201,Yelli .19 LU (.....) Z Oi • 563--11 ., V:1:71:331N37H1nOS c) I__ ',:p • . . dO . 1 = V) 4.41k pi 33 • o- •4.7, HIALI )I'd 3XY7 : be Ls ts Cif 1 1 NnI/••■■• 50 tit-L. IS oots IS IS fi ld ONZL I : 1 i IS tr.7 iii7-.3rc-- < ..,•ti C:210" LS Hirt, fs .. 4: !•...'i : -J,:-. ,-..- :!.; •-, - 1 1 • ■ s .• ,__ ...- , - -- (- -. ■ ... ...7-; 115,;•!;.riTICIIIpl..lie r ?..: 3.: . .... ....,: „in 3(1091 14 :Oft STNIUdS • ' :1Y1SA213 ".•• 0A1 15 111 IS S .d; 15 —1154Y s- 1,7 AMA d 831N33111,00S 2> -Id_ t.• 7llont •••4 Is 1 SO3 170 : . • : Thz4o. - • '.-.... 1.1•4= _ Ir. , IF id g9i1.1 S a ...., ' •I 2 I ...." '1. ....1:!. • I ..... I ... _ 715 .1.5 clQ;; f 11 /2.;16:1151• if )'' S , IS, EC: - lq.frl s 1 •9•",, 2..-E 17ii.7ii : - 7 ,,--, li ' i :1 .1.Cri 1 IS tsl 1> qirtil , I t “ t • • > • "•SCrl I< FIGURE 1 VICINITY MAP —2- 11 2- 0-4 : 14 1,. '-' = i I I.• ..- .. al .›.• li > ...*: ..‹ 1 .; 74:.. r . . — 15 Christopher brown 0 Associates 9688 Rainier Ave. S. Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 . • �.,.... ' w�.....:..` �' i�lwdi,. 1, isu.: S:ti4ri:1�u11iic:4::itE:i::'t:° :t�t'(li��l:i' :.itI�1L•e' iy Last, a small fire - access driveway will be constructed about 150 feet east. This driveway will be gated. Traffic Data Current peak hour traffic data was collected at the three existing driveways serving the North Hill Apartments, the ARCO station and Denny's Restaurant. Data for the morning, noon and p.m. peak hours is depicted on Figures 2, 3, and 4. Current roadway geometric conditions including the number of lanes, grades and traffic control devices are contained in the Appendix as a part of the level 'of service (LOS) analysis computer input. Although the three driveways do not have STOP signs, they are nonetheless treated as STOP. controlled intersections. Data References and Sources s. Data resources used in this study include trip generation statistics published by the Institute of Transportation Engineers in the document, Trip Generation, 6th Edition, the Highway Capacity Manual, Special Report 209, published by the Transportation Research Board, Washington, D.C., and the computer programs SIGNAL 94 by Strong Systems and by HCS produced by McTrans, University of Florida, all being used under license to Christopher Brown, P.E. In addition, accident data was provided by staff of the Department of Public Works, City of Tukwila. Trip Generation Trip generation data for the site is based on the Institute of Transportation Engineers (I.T.E.) Land Use Code 151 which applies to mini - warehouses of this type. The expected trip production derived from the published average trip rates, based on the number of units, is noted on Table I, page 7. -3- Christopher Brown Cn Associates 9688 Rainier Ave. S. Seattle, WA 98118 -5981 (206) 722 -1910 Fax (206) 722 -1909 z w C) (.) O w W =` J W O. J W =: �W T z� z o-' n • p, O N. 0 I- W W. O F-': .. Z F. -IL z • wt 61st Avenue S. North Hill Apartments ARCO Gas Station ARCO Gas Station & Denny's FIGURE 2 2D N Current A.M. Peak Hour Traffic Volumes -4 --- rj\N Southcenter Boulevard 'S' Line Bridge Christopher brown (1 Associates 9688 Rainier Ave. 8. • cattle, WA 98118 -5981 (206) 722-1910 Fax (206) 722 -1909 • frier.' �G�ti+Niirr+tnw>•+gstslei,'.u:t ik»..4miint cua»,,r5;'y. North Hill Apartments ARCO Gas Station ARCO Gas Station & Denny's FIGURE 3 61st Avenue S. Current Noon Hour Traffic Volumes -5- pg!S)Illirr.7:777."+Ne■Wr.giStINI;""W""M/W"7.--.— Southcenter Boulevard 'S' Line Bridge Christopher brown ef Associates 9688 1:2ainier Ave. S. Seattle, WA 98118-5981 (206) 722-1910 FaX (206) 722-1909 1 ut,;11,C. . •,. • r--) • North Hill Apartments ARCO Gas Station ARCO Gas Station & Denny's FIGURE 4 Current P.M. Peak Hour Traffic Volumes 6lst Avenue S. 1/4 /1' 'S' Line Bridge Southcenter Boulevard Christopher brown qf Associates 9688 Rainier Ave. S. &attic, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 :..•.: ; • , .r .. ',;}'•• :! ..0 -.. .i........ . • ....:r,'. •a. t:•.. i;B • . << • t : Cil °i•jjet'ti a• a' :C�ii:Lia .. t• ;s.�:__._ .. �. ..1_.:..:�......%�- ta.•�r .:.•. __.__.,.__.. `•,.. t�i:••t�::'i�:;t.. lj»Ntwpn.i "• .. .• ` '' \ \I` �.•i.:,7::� ..^s:,. .:.= :;_ -...• .�`i�::i�.�i ul... �1. u5' si' �iltla:;e�aLdtu4,ii%uit;��ci�tG �; ►t. TABLE I Time Interval A.W.D.T. •* A.M. Inbound A.M. Outbound P.M. Inbound P.M. Outbound Saturday Peak Inbound Peak Outbound Trip Generation Volume 155 vehicles per day 4 vehicles per hour 4 vehicles per hour 1 vehicles per hour 2 vehicles per hour 138 vehicles per day 11 vehicles per hour 11 vehicles per hour * Average Weekday Traffic Volume Traffic Assignment The traffic assignment for the project is assumed to follow the patterns shown on the adjacent commercial driveways at the ARCO gas station and mini -mart and at Denny's restaurant since this, too, is a commercial enterprise as distinct from residential. The traffic assignment for the three peak hours under review is shown on Figures 5, 6, and 7. Capacity Analysis Capacity analysis is in accordance with the recently published (1994) Highway Capacity Manual, Special Report 209, published by the Transportation Research Board. As noted earlier, the LOS analysis was performed with the computer programs SIGNAL 94 by Strong Systems and by HCS produced by McTrans, University of Florida. The results of the analysis are noted in Table II on the next page. It will be noted that the Denny's Driveway, the North Hill Apartments Driveway and the signalized intersection at 61st -7- Christopher brown C?S Associates 9688 12ainier Ave. S. Seattle, WA 98118 -5981 (206) 722 -1910 Fax (206) 722 -1909 ■ :. �uiili� mr�e►' ari."`.: il<....:.•..— .w...w- .i:w:5::... ..{:: •iiii;tti::ii..: ' :r::,'; ' !';:..... •r:•. \ iJ:•.. .- ..•.....a::.. o....... _ _!:ia ..f � • J.r. •. +.. _ u.A.,,:; -,:L .Iwi4::lr:ril dl:G1Y117t.,�iL,p{..:iriii i.: iJ.ii ��� North Hill Apartments ARCO Gas Station ARCO Gas Station & Denny's FIGURE 5 A.M. Peak Hour Traffic Assignment _8_ 61st Avenue S. 'S' Line Bridge Christopher brown 0 Associates 9688 Rainier Ave. S. &attic, WA 98118 -5981 (206) 722 -1910 Fax (206) 722 -1909 . }.. , II' .iil�:I�:I:i .It•, .�i�•' 1 t ;II :j•• • i• � + {� ' !i s f•t _ •r.; a t:iita;• a. n...:.:.r::� �t::^: yr p,::..i�rs yfr.l' i �s' a...•rrti .s.ri;.ia s i.:.� .; v.:° - Y u: �iwl+ duw�J1.: Vi+ µ�Jji. �: iili ::.......��:::....__.L•.u��i i:f:.iltr�r,ltw: iii.. usiu.: 1' �::_ iu. w. �..,, J..J <iii:iisiittilii::.ii:,:�... • .... ... •.. .• .••)•y�. ••It:::uu141��{•�m� %�••-'stYaji ,' I:�; ,,{ ii {I dh+ LsB�ilf¢wr +wiv«r..iil'.11liil�f } .I North Hill Apartments ARCO Gas Station ARCO Gas Station & Denny's 61st Avenue S. FIGURE 6 Noon Hour Traffic Assignment -9- 'S' Line Bridge Christopher Brown Cn Associates 9688 Rainier Ave. S. c&cattic, WA 98118 -5981 (206) 722 -1910 Fax (206) 722 -1909 North Hill Apartments ARCO Gas Station ARCO Gas Station & Denny's 61st Avenue S. k FIGURE 7 P.M. Peak Hour Traffic Assignment -10- 'S' Line Bridge Christopher brown qf Associates 9688 Rainier Ave. (S. (Seattle, WA 98118-5981 (206) 722-1910 Fax (206) 722-1909 . ,�i , t ii�iii:iu.:�ili';, iii ire i•' .. • _it...LL_:.�.....!1. :iLii::. • Avenue S. are initially reviewed for their LOS but for the time period when full site occupancy is expected, also in the year 2000, only the site's access driveway and the proximate traffic signal are re- assessed. This is because the site has such minimal impact on the Denny's Driveway that it is redundant. TABLE II Levels of Service Intersection /Driveway Current Traffic Denny's North Hill /Site Access 61st Ave. S. A.M. Noon P.M. C F F 16.4 <45 <45 D F F 21.4 <45 <45 A B C 4.5 7.8 16.5 With Mini - Storage North Hill /Site Access D F F 22.2 <45 <45 61st Ave. S. A 4.8 B C 7.8 16.5 With Mini - Storage and Right Turn Lane North Hill /Site D F F 22.2 <45 <45 Of some interest, the addition of a right turn only lane into the site does nothing for the level of service, even for the relatively lightly traveled morning peak hour. This is expected given the minor amount of traffic the mini - storage produces. -11- y,. 1 1 Christopher Brown Cn Associates 9688 12ainier Ave. 8. \` Seattle, WA 98118 -5981 C206). 7221910 1.206) 7212,,-.19. 09} z �Z' mow. 6 UO Ci CD ILI J X. I— ( LL, w O}}: 2 I— Ill T Z �. I— O. Z uj U� 0 N: 0 H: W w: 2 U. co ..z: w 0 tsn. .. uu4 �: {t • . w..f,..:...L.: .: ��. il�: t:...._ 5�,+. iG... ..�:uk.lwHE.:tit .:............ ..iLii:... ..:ii.y::::i::. ....,�::ii �:..;..i.�.ii.:..:� �� ..._ •i:::.l:.:::i:::w+:�.i:u�"a j 'w!Ytii'_:.�_:tt� -- — —._�y�.'.� Levels of Service When reviewing the above table and its following comment it may be appropriate to recall that the level of service (LOS) describes the quality of traffic flow. This ranges from the best or highest level, LOS 'A', usually denoted by an ability to easily enter a road from a side street, select ones' own speed or the ability to change lanes or overtake at will, down to the lowest or worst level LOS 'F'. This LOS is the lowest possible level and is one where traffic is severely constrained. It is usually denoted by "jam" conditions and attendant long traffic delays. At this LOS it is very hard to enter a through road from a side street that is controlled by STOP signs unless there are gaps introduced into the traffic stream by proximate traffic signals. Otherwise, side street /driveway traffic delay is substantial. The exact definitions are noted in the following table. TABLE III Level of Service Definitions Signalized Intersections Level of Service Delay Per Vehicle (Seconds) A Under 5 seconds B 5 - 15 seconds C. 15 - 25 seconds D 25 - 40 seconds. E 40 - 60 seconds F Greater than 60 sec. Unsignalized Intersections Level of Service Average Total Delay (Seconds per vehicle) A Under 5 seconds B 5 - 10 seconds C 10 - 20 seconds D 20 - 30 seconds E 30 - 45 seconds F Greater than 45 sec. -12- } Christopher Brown Cn Associates 9688 Rainier Ave. 8. Seattle, WA 98118 -5981 (206) 722- 1910 Fax (206)72.2-1909 lammtiegih z Z: QQ 2 JU 00 CO WI CO Jam. wo 2 gQ Si20 H= z� HO Z I- D p, • uy H 0 _ Z` ui r: Z Comments on Levels of Service ra.w..i.(.iiL: LILILL The levels of service found in the field, at least the noon hour and the p.m. peak hour, are adversely degraded due to the heavy through traffic volumes which, even with a center, 2 -way, left turn lane (2WLTL), are not improved. However, it should be noted that the analysis of STOP controlled intersections presumes random traffic arrivals which is not the case at the subject driveway. The proposed driveway is within a block of a 3 -phase traffic signal that successfully introduces a modest 4- second gap into the westbound traffic stream every time the 61st Avenue S. signal phase is terminated. This gap consists of the 3- second yellow and 1 second all -way red. In turn, this gap makes the existing 2WLTL available for the exiting left turn movement before he has to merge with the through traffic stream. Similarly, this 4- second gap is available for the eastbound left turn movement awaiting an opportunity while standing in the protected center 2WLTL. Note, The use of a minimum gap is discussed further on page 17 along with "follow- up.times ". Last, the signal induced gap also provides opportunity for the exiting right turn movement as well although this movement is not an issue, per se, from field observations. Gap Analysis With at the worst a 120 second maximum cycle length there are thirty cycles in the peak hour. Each signal cycle introduces a 4- second gap which, in turn, allows opportunity for at least 30 vehicles per hour access to the site via this signal - modulated gap. The forecast volume using such a gap is 21 vph in the noon and 20 vph for the p.m. peak hour. The proximity of the signal is the principal mitigation measure for this driveway. Note that the gap advantage diminishes for the ARCO and the Denny's driveways since they are both "downstream" for the 61st Avenue S. traffic. signal. Moreover, their respective inbound and outbound left turn movements are higher which makes their access more problematical. Last, while the traffic signal at Macadam Road was observed backing traffic up to the Denny's Driveway twice during the p.m. peak hour (5:13 and 5:20), its role in the North Hill Apartments and Mini - Storage site access is not considered significant. -13- Christopher brown 65 Associates 9688 Rainier Ave. 8. Seattle, WA 98118 -5981 (206) T22 7.1910_ Fax „(206a,T22 -1909 iii1 ;i:: :lJ{:it 111: tuY1WL t"' :: '......a..�...iu..-- ..J...u... w...+......»... ��,... .:1 t:.. Arterial Level of Service 1 • i i'1• ..t' • i' ` I .• ltt i While Southcenter Boulevard, as an unfettered arterial, has a theoretical capacity in excess of 1,500 vehicles (passenger cars) per hour per lane, and while truck volumes are less than (50/2,984) 2 percent in the noon hour and (12/3,501) less than 0.3 percent in the p.m. peak hour, all on a horizontal road that has limited medial and marginal friction, the Highway Capacity Manual (at 11 -5) nonetheless considers its capacity to be a function of that associated with the traffic signal since there is less one mile between signals. Accordingly, the level of service of this arterial, at the site, is best described by the approaches at the signal at 61st Avenue S. z t II- w c4 2 6 00 J X w0 LLQ d �w During the a.m. and noon peak hour intervals the LOS is at 'B' for the east and west through movements at the signal as noted z 1-0 the approach data shown in the appended signalized analysis. w w Standing queues are less than'140 feet in length. D, U 0- CI I-- ww U Finally, in the p.m. peak hour the through movements on these I-p approaches are also at LOS 'B' with queues extending to some 220 z feet . v w. • o� No queuing on the west leg will interfere with site access nor with the ability of an exiting vehicle from entering the right turn only lane to gain access to Southcenter Parkway via the 'S' Line Bridge. In the noon hour it is also at LOS 'B' but the queues are less than 200 feet by this time. Accidents Accident data was provided by the Department of Public Works extending from 1995 to about half way through 1999 - the time when complete files were available from the WSP records center. The total accident data shows the following. o 56 intersection accidents at 61st Ave. S. o 32 intersection accidents at Macadam Road S. o 51 mid -block accidents between 61st & Macadam Rd. -14- Christopher brown CS Associates 9688 Rainier Ave. S. Seattle, WA 98118 -5981 (206) 722 -1910 Fax (206) 722 -1909 • .. .. it::;1�:_.�b:.....__...:.,fl.:t .au...�• .,':�r.... .,.. ..... t.:}- iiaieij.•.. • i14Jlt W .�YfJV:Y:INLC{�iiM.•J'+L'fL:ii: i�t�.i •:i •�1:t ii �:i Over the time interval for which accident records are available the annual average accident rate was computed at: o 51/12.603 million vehicle miles of travel. With an annual accident rate of 4.05 /MVM, and contrasting this against the typical rate for all state highways in King County of 2.27 /MVM, it would appear that the mid -block accident rate is somewhat higher then might be expected. However, from the data at the 61st Avenue S. signal it was noted that the following accident types prevailed on its west leg. Rear end accidents Sideswipe accidents Angle type accidents 94 percent 3 percent 3 percent At the Macadam Road intersection, for its east leg at least 100 feet away, that is not at the intersection per se but rather as a mid -block type, there were 26 accidents with the following classes. Rear end accidents Sideswipe accidents Angle type accidents 54 percent 12 percent 35 percent The difference in the angle type of mid -block accidents that show up on the Macadam Road record versus 61st Avenue S. is, most likely, associated with its proximate driveways, namely the Denny's /shared ARCO station mini -mart west driveway. The reason for the higher incidence may be due to the respective volumes in addition to their proximity to each other. For example, consider the following. TABLE IV Volumes by Driveway Time Dennys /ARCO ARCO North Hill Apts. A.M. Noon P.M. 37 60 14 veh. /hour 143 58 27 veh. /hour 87 64 28 veh. /hour -15- Christopher brown CS Associates 9688 Rainier Ave. S. Seattle, WA 98118 -5981 z ~w JU 6 0 N O. CO LIJ u.. wo Li.Q cd w = 1- z �. o; z F-, 1,1) uj U U ON 0 I- wuj O, ui Z 0 co O~ z ......:�" �i ,.. :.IIJL::7j :.ii.:li." ..t.11'- 4 .:..............1 ....... ...... .I. . .. • •..1.... .1_ _ •' -�1.+. rii..:r .J........1:1•..tl �.I:. �:....ii {:::. ul....• .. • More precise analyses is not possible without more detailed descriptions. Thus, while the accident data for each incident indicates "Right Angle" or "Approach Turn ", for example, it does not indicate who hit whom or what the directions of travel were of those involved. Vehicles leaving the site, were they turning left or right? Nonetheless, based on the volumes alone, as shown in Table IV, there is no doubt that the proposed site access driveway, with its substantially lower volumes, is far better suited for access. Channelization /Right Turn Only Lanes A review of the WSDOT Design Manual, Figure 910 -11, Right -Turn Guidelines, indicates that the volume of right turning traffic at the proposed access driveway is so small as to warrant no channelization of any kind, neither a "right turn pocket" nor a "right turn lane ". The appendix shows the morning, noon and p.m. peak hour data superimposed on the WSDOT guidelines indicating a lack of justification for this kind roadway improvement. Conclusions With the implementation of the Gencor - Friedmen Development Company's 590 unit mini - warehouse the following conclusions may be drawn. -16- 1. The project will generate about 155 vehicular trips per day with about 8 of these in the morning, 4 at noon, and 3 in the p.m. peak hour. 2. The signalized intersection at 61st Avenue S. on Southcenter Boulevard with adequate levels of service in the morning, noon and evening peak hours. 3. Of the commercial access driveways evaluated in the study adequate levels of service are available only in the morning. Christopher brown 0 Associates 9688 Rainier Ave. S. &attic, WA 98118 -5981 (206) 722 -1910 Fax (206) 722 -1909 z <z • w UO u) o. w= to u_ in g Q • d F=- _ Z I- O: Z .w w U0 L, 0 I•-: ww I- U ui Z. O • F' ._: 3L. u. is1' is�l4ri41�: iuiiiiJ !iif.UliJ�il.il:'.:�:.i:. 'i�-•'r: ''ilYi�ii.�il 4. The proposed site access driveway has a theoretical LOS 'F' but only on the basis of random arrivals. 5. Adequate access better than LOS 'F' is expected due to the introduction of at a minimum 4- second gaps, not including starting delay, into the westbound through traffic stream by the traffic signal at 61st Avenue S. 6. Induced gaps are due to signal yellow and red intervals and starting delay at the signal on 61st Avenue S. In concert with the existing center 2WLTL that implies a gap acceptance of 5.5 seconds versus the commonly used 7.0 seconds in the appendix. 7. The selection of a gap acceptance of 5.5 seconds is for the left turn movement at the site, with a center 2WLTL, which has similar gap acceptance characteristics of a left turn on a 2 -lane highway. 8. Due to the very low volumes on the driveway, follow -up time is not considered. 9. The arterial's level of service is controlled by the traffic signals since the distance between signals is less than one mile. 10. Accidents on Southcenter Boulevard appear to exceed the average rates published by WSDOT, 4.05 /mvm versus the county's average of 2.27 /mvm. 11. The higher incidence of driveway accidents appears to be a function of driveway volume which tend to suggest the shared Denny's /ARCO driveway may have the higher experience. 12. More precise cause and effect relationships are not possible with the data on hand since no information is available on directions of travel of those involved. 13. There is a marked shift in the kinds of accidents when comparing the 61st Avenue S. signal versus the Macadam Road signal. The former has a very high percent of rear end accidents while the latter has a significant number associated with angle types. 14. Consideration was given for the construction of a Right Turn Only (RTO) lane at the site access. It lacks established criteria (warrants) and, in addition, did not improve the LOS. -17- Christopher Brown CS Associates 9688 Painier Ave. S. Seattle, WA 98118 -5981 (206) 722 -1910 Fax (206) 722 -1909 atl'. �$...» ltiai'._ uSu�6' Y✓. 1iii.:... u. w....«««........... i.:.. J�. i... L.._ �......—. �...... ......r...di.ii:e..'.:�.I «riilu «.�r:I..J IIti� ... I, ill•:. .i it is y�Lj(1,41 TRAFFIC IMPACT ANALYSIS APPENDIX Table of Contents Site Plan 1. z H. DPW Average Weekday Traffic Counts 2. ;i— z Current 61st Signal Peak Hour Counts 5. re LIJ' Accident Data 7. 6 v Right Turn Guidelines 15, 00 Level of Service Computations 16, co W Current A.M. LOS J H O 16. Southcenter Blvd. /Denny's Driveway A.M. STOR- C1A.HCO 2 �. 19. Southcenter Blvd. /N. Hill Apts. Drive A.M. STOR- C2A.HCO g_, 22. Southcenter Blvd. /61st Ave. S. A.M. STO -C3A u-< COD d Current Noon LOS Z = H '25. Southcenter Blvd. /Denny's Driveway Noon STOR- C1N.HCO Z O 28. Southcenter Blvd. /N. Hill Apts. Drive Noon STOR- C2N.HCO Ill ui 31. Southcenter Blvd. /61st Ave. S. . Noon STO -C3N v o Current P.M. LOS O H w uj 34. Southcenter Blvd. /Denny''s Driveway P.M. STOR- C1P.HCO H H 37. Southcenter Blvd. /N. Hill Apts. Drive P.M. STOR- C2P.HCO u. O. 40. Southcenter Blvd. /61st Ave. S. P.M. STO -C3P uiz' UN A.M. LOS with Mini - storage ~O H 43. Southcenter Blvd. /N. Hill Apts. Drive A.M. STOR- P2A.HCO 46. Southcenter Blvd. /61st Ave. S. A.M. STO -P3A Noon LOS with Mini - storage 49. Southcenter Blvd. /N. Hill Apts. Drive A.M. STOR- P2N.HCO 52. Southcenter Blvd. /61st Ave. S. A.M. STO -P3N P.M. LOS with Mini - storage 55. Southcenter Blvd. /N. Hill Apts. Drive P.M. STOR- P2P.HCO 58. Southcenter Blvd. /61st Ave. S. P.M. STO -P3P LOS with RTO Lane at Site Access 61. Southcenter Blvd. /N. Hill Apts. Drive A.M. 64. Southcenter Blvd. /N. Hill Apts. Drive A.M. 67. Southcenter Blvd. /N. Hill Apts. Drive A.M. STOR- P2AR.HCO STOR- P2NR.HCO STOR- P2PR.HCO Christopher brown 0 Associates 9688 12ainier Ave. S. Seattle, WA 98118 -5981 (206) 722 -1910 Fax (206) 722 -1909 z 6 1 .1 EXISTING FIRST HILL APARTMENTS EXISTING EASEMENTS TO BE RELEASED \ I1.114irs oF zoN,NG EXISTING HOOD FENCE • EXISTING TREES VEGITATED HILLSIDE TO /SEE CIVIL I/1 REMAIN UNDISTURBED 0 0 EXISTING DRIVEWAY 3 FLRS + 2 BSMTS AT 15000 = 15000 SF 52000 SF N = 590 UN1TS+/- RAISED ASPH PEDESTRIAN PATHIHAT' PAINTED STRIPES uJ uJ 31' ASPH FEATHER AY/r, Pp...27/VG 'Tad NEW V CONC. WALK 10' EXISTING TREE RET HALL DUMPSTER ENCLO NI/ GONG FLR RET HALL NEH LANDSCAPING *\, S o 7-A9 c- A, 7. aLTE_,FILAN„ z 0 0 CO CI cow W1 QLL 0' 2 .71 u_ I a I— ILI I— OH Z LIJ 0 uj =' i- - . id to c.) 0 — z Location City Counter 12:00 12:15 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 2)5:45 f •oo 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 Total's Sro;t% D., iotals Day Splits • • • . . • . . . • . . • •••••• ••• •••■•••• ••••• •••• • ••••• • • ••••••••• • • •••••••••• • •••• • • • • • • • •• • • • : Southcenter Blvd w/o 6Ist Brdg : Tukwila, WA : 11 AM Traffic Data Gathering 11410 13th Stree SE Lake Stevens, WA 98258 Site: Date: Qoj 99-101-03 12/16/99 PM AM PM 48 149 335 1,480 28 88 523 2,009 45 370 26 488 42 386 18 493 14 389 16 505 24 85 386 1,482 22 76 428 1,828 25 364 18 438 20 370 9 513 16 362 27 449 17 53 386 1,606 9 42 458 1,757 12 409 9 428 12 404 8 438 12 407 16 433 12 37 402 1,664 9 51 442 1,924 12 405 12 500 8 428 14 468 5 429 16 514 17 61 484 1,832 14 - 117 532 2,079 13 .439 23 488 19 • 456 42 550 12 453 38 509 15 150 472 1,794 42 •312 532 2,136 39 450 51 528 44 450 93 566 52 422 126 510 58 380 377 1,366 111 647 522 1,849 94 340 143 464 100 334 188 436 128 315 205 427 118 563 310 1,154 174 993 382 1,465 130 298 238 395 166 276 257 368 149 270 324 320 157 621 266 1,091 264 1,129 288 928 168 283 274 230 146 253 253 206 150 289. 338 204 167 - 741 250 960 316 1,320 172 618 170 249 316 165 190 220 298 155 214 241 390 126 186 892 229 724 376 1,543 122 365 232 170 365 100 238 146 418 75 236 179 384 68 260 1,102 158 425 391 1,908 68 205 278 119 524 55 802 174 298 82 476 44 774 126 266 66 517 38 783 104 834 1 ,57S 3,226 17,1.63. • • • • - --1-3706.0- - -- - .3274T --- AM 76 71 60 30 46 43 29 43 26 21 20 28 21 24 22 21 31 36 61 50 57 90 137 178 169 237 288 333 292 368 423 473 421 442 399 488 483 486 483 604 562 597 656 620 651 om ne lay: PM urs ay 237 858 3,489 858 879 894 161 814 3,310 802 883 811 95 844 3,363 837 842 840 88 844 3,588 905 896 943 178 1,016 3,911 927 1,006 • 962 462 1,004 3,930 978 1,016 932 1,027 899 3,215 804 770 742 1,556 692 2,619 693 644 590 1,750 554 2,019. 513 459 493 2,061 422 1,578 414 375 367 2,435 351 1,089 270 221 247 3,010 226 630 37.0 47.6 63.0 52.4 Peak Hour 11:00 Volume 1,102 actor 0.92 20,412 44.6 25,389 55.4 45,801 04:00 11:00 05:00 11:00 04:45 1,832 1,908 2,136 3,010 3,960 0.95 0.91 0.94 0.94 0,9 ■, • u yvn.,11:4, ,04.4 Location : Southcenter Blvd w/o 61st Brdg City : Tukwila, WA Counter : 11 Traffic Data Gathering • 11410 - 13th Street SE Lake Stevens, WA 98258 • 1 Grval WB bB Combined . AM PM AM PM AM PM 18 60 282 1,115 18 63 316 1,210 36 123 598 2,325 12:15 14 281 14 287 28 568 12:30 10 258 14 308 24. 566 12:45 18 294 17 299 35 593 01:00 10 35 289 1,196 13 37 291 1,120 23 72 580 2,316 01:15 8 279 5 259 13 538 01:30 8 292 13 282 21 574 01:45 9 336 6 288 15 624 02:00 10 42 300 1,368 6 58 279 1,286 16 100 579 2,654 02:15 13 388 14 310 27 698 02:30 10 336 19 345 29 681 02:45 9 344 19 352 28 696 03:00 10 61 360 1,475 23 118 325 1,429 33 179 685 2,904 03:15 13 368 24 348 37 716 03:30 17 351 33 390 50 741 03:45 21 396 38 366 59 762 04:00 21 133 365 1,334 42 306 375 1,439 63 439 740 2,773 04:15 37 348 66 365 103 713 04 :30 39 312 113 381 152 693 04:45 36 309 85 318 121 627 05:00 66 299 244 1,025 129 610 260 1,099 195 909 504 2,124 05:15 60 278 133 307 193 585 05:30 85 251 184 269 269 520 05:45 88 252 164 '263 252 515 ^.5:00 89 443 212 833 178 806 240 848 267 1,249 452 1,681 '..•: .15 112 200 185 213 297 413 • 06:30 121 199 254 213 375 412 06:45 121 222 189 182 310 404 07:00 111 496 194 776 165 774 163 556 276 1,270 357 1,332 07:15 125 199 202 150 327 349 07:30 122 193 206 141 328 334 07:45 138 190 201 102 339 292 08:00 116 510 188 645 190 906 84 315 306 1,416 272 960 08:15 135 186 222 97 357 233 08:30 123 137 255 64 378 201 08:45 136 134 239 70 375 204 09:00 154 712 73 253 244 1,114 47 185 398 1,826 120 438 09:15 173 78 256 58 429 136 09:30 176 54 302 47 478 101 09:45 209 48 312 33 521 81 10:00 207 938 50 158 330 1,332 48 124 537 2,270 98 282 10:15 222 47 346 • 26 568 73 10:30 243 29 324 28 567 57 10:45 266 32 332 22 598 54 11:00 265 1,101 28 94 331 1,270 30 75 596 2,371 58 169 11:15 269 18 306 10 575 28 11:30 277 28 319 20 596 48 11.45 290 20 314 15 604 35 Totals 4,8i0- 10,2/2 1,394 9,686- 12,L4- - T9,958- Split% 39.5 51.5 60.5 48.5 ( • totals 15,102 46.9 Ua'y Splits 17,080 53.1 Peak Hour 11:00 03:15 10:15 03:30 Volume 1,101 1,480 1,333 1,496 2,371 2,959 11:00 32,182 03:15 Site: 99- 101 -03 Date: 07/15/99 Uay: 1 hursday •■')- JANUS File: 99101001 & 99101011 O Site Code: 99- 101 -001 Start Date: 11/22/99 Start Time: 0:00 Location: 61st Avenue Bridge Counters: 11 & 30 Interval Combined Interval Combined Date Begin AM Begin PM • :::4.,.U{i.;i1i�Lgl. ill'. 11/22/99 0:00:00 35 89 12:00:00 613 2488 11/22/99 0:15:00 25 12:15:00 565 11/22/99 0:30:00 20 12:30:00 634 11/22/99 0:45:00 9 12:45:00 676 11/22/99 1:00:00 14 54 13:00:00 632 2378 11/22/99 1:15:00 9 13:15:00 610 11/22/99 1:30:00 11 13:30:00 604 11/22/99 1:45:00 20 13:45:00 532 11/22/99 2:00:00 13 52 14:00:00 528 2239 11/22/99 2:15:00 22 14:15:00 519 11/22/99 2:30:00 4 14:30:00 597 11/22/99 2:45:00 13 14:45:00 595 11/22/99 3:00:00 16 60 15:00:00 582 2379 11/22/99 3:15:00 12 15:15:00 590 11/22/99 3:30:00 19 15:30:00 601 11/22/99 3:45:00 13 15:45:00 606 11/22/99 4:00:00 16 • 90 16:00:00 635 2492 11/22/99 • 4:15:00 17 16:15:00 593 11/22/99 ' 4:30:00 20 16:30:00 617 11/22/99 4:45:00 37 16:45:00 647 11/22/99 5:00:00 26 295 17:00:00 653 2479 11/22/99 5:15:00 62 17:15:00 655 11/22/99 5:30:00 90 17:30:00 593 11/22/99 5:45:00 117 17:45:00 578 11/22/99 6:00:00 112 647 18:00:00 552 2069 11/22/99 6:15:00 139 18:15:00 561 11/22/99 6:30:00 168 18:30:00 476 11/22/99 6:45:00 228 18:45:00 480 11/22/99 7:00:00 199 1043 19:00:00 442 1596 11/22/99 7:15:00 260 19:15:00 388 11/22/99 7:30:00 236 19:30:00 394 11/22/99 7 :45:00 348 19:45:00 372 •11/22/99 8:00:00 280 1098 20:00:00 331 1152 11/22/99 8:15:00 261 20:15:00 286 11/22/99 8:30:00 264 20:30:00 305 11/22/99 8:45:00 293 20:45:00 230 11/22/99 9:00:00 268 1338 21:00:00 266 920 11/22/99 9:15:00 311 21:15:00 230 11/22/99 9:30:00 377 21:30:00 237 11/22/99 9:45:00 382 21:45:00 187 11/22/99 10:00:00 424 1753 22:00:00 146 391 11/22/99 10:15:00 433 22:15:00 77 11/22/99 10:30:00 444 22:30:00 ' 98 11/22/99 10:45:00 452 22:45:00 70 11/22/99 11:00:00 508 2334 23:00:00 78 197 11/22/99 11:15:00 583 23:15:00 43 11/22/99 11:30:00 592 23:30:00 42 11/22/99 11:45:00 651 23:45:00 34 Day Totals: Day Splits: Peak Hour: Volume: Page #: 1 of 7 8,853 20,780 TOTAL DAY: 29,633 29.9% 70.1% 11:OOAM- 12:00PM 2,334 4:30 - 5:30 PM 2,572 Z Z W. JU •00 N0' W = J % W }} gJ LL w Z Z0 W 0 N: • :CI W W O: Z'. w • �0 ~ • wfn TRAFFIC VOLUME SUMM. R"f r °uJ2- r ,t /v,i DATE LYDt: DAY /'t4L INTERSECTION OF:../Uje..:f-7're� AND 41r T 1ME, /.4/C.- i! TO ,-P /S' iv% P = PEAK HOUR TIME c r,,; ; L ' S IR L I S R 11 S I R L S I R I' 1 8 1 //zi 11 // 1 1/1 1 Z- I 1 11 ey/J` - 7s;z 1 I� /3 76-o -7 /5'I 15c)lee 1 /2 14-?/ 129 1 6 1 I2/( 7/- �.? ST / ?/ I .- 1/4/V 1 1 (2 1 i 1 -91/4 7f0- -7/i'5- S //t 1 9 /22 l s, /.. I_ zy2-. 7 _ -P /' /W1 / 2 IF2 I //b .Z0I f O- 7/i r7 4( •7 1 7/ 2'L-1_ • .7u 1, le-z- - 'Vet 11/2 lit z/--9-9 4V Exi I '2.6" c z/ e 1 2-)//. I s' 1, P - 1..S' -rt I 1 G� 1. g Y.. I o I S c 9 / 1 I I i t, », ; f 1/ I/ 0 C) ? 2- 1 19ecl - 1 L9 / 1 ,.? i 1 Iii 1 L __ I �• ; I It 1 ■ 1 . I 11 1 1 1 .4 11 I I_ 1 1 I I 1 11 1 1, TOTALS I I I 1 11 I I . of TOTAL1 1 i ( 1 i 1bC .+4.1 n .+w.r. tioorrtk S W"'ISYC�..'^ 5012. Kr •MQ, r+!uv.y .... ..... ..................•...UU.. .... ul....e uw,;<wuwJieia W.Nw1G.:�a TRAF .0 VOLUME SUM14 ,RY f Sc DATE / 5'2('tr-' DAY /;(JzcC INTERS EC T I C K C F:- 1Z-771,'"�/14r AND zer'I/ve_ -� T 1M E T 0 P= FAx HOUR TIME M^ s ^ct;r, �.�� c.:r • L l.:.- ���C1/4Jr,C `:÷nt.c...r;z 15 r►,:• L I S I R S it I L S I R L S I R 1Ict I 1 I 1 1 '9 C ' ) - 4 / / I 1 /0/* I 786' /4q / ° _..G 1 I.'71z. /ire /'. /0 21.E /1 C y/ [2 � - X7 /%s._ —�� aZ 1 25 5 2. 2.7- / s' .f 7/ .L -Cr./C /q /5 Tc 8 /.S -_fly • 1 5'62 -73 _4-74 I /cZ , i ' 1/53- , - . 2r/ =.; 9J3 — 575 lI.C(I S )-7- *. �' � //1 ,' / 1 /-. r/ I G 2 0 0 9 7eS-S- 1 1 1 1 1 . 1 I I 1 1 I 1 1 I T �. 1 TOTALS 1 I % of 'MALI 1 ( k 1 I. 1 61 AVE S (S -LINE) 1/21/00 !:f:1 i..- Onli 01;14E04ljg RefStreet:y. {i''•rainiNiiie:pate0WIlti it ? iif'i''ti itticDotOI itlii ili:ilttlfi I r.TypeOfCollis7onMI Sitt it OiFDOISum 0 :Of,NuiiilrijISiiii'OfNGmFat 11 0 AVE S (S -LINE) ' SOUTHCENTER BLV 957159 . 7/20/9561 AVE S (S -LINE) at SOUTHCENTER BLV !Rear End AVE S (S -LINE) ' SOUTHCENTER BLV '958438 i 8/23/9561 AVE S (S -LINE) at SOUTHCENTER BLV :Right Angle -1 0, 0 AVE S (S -LINE) SOUTHCENTER BLV 951590 . 11/24/95'61 AVE S (S -LINE) at SOUTHCENTER BLV 'Right Angle • -1 0, 0 AVE S (S -LINE) ; SOUTHCENTER BLV 951554 11/24/95'61 AVE S (S -LINE) at SOUTHCENTER BLV ',Sideswipe -1 0 0 AVE S (S -UNE) iSOUTHCENTER BLV 965563 . 6130/96'61 AVE S (S -LINE) at SOUTHCENTER BLV 'Fixed Object/Parked Vehicl -1, 0 0 AVE S (S -LINE) 'SOUTHCENTER BLV '966892 ! 8/13/9661 AVE S (S -LINE) at SOUTHCENTER BLV Approach Tum -1 0 0 AVE S (S -LINE) .SOUTHCENTER BLV .968352 . 9/20/9661 AVE S (S -LINE) at SOUTHCENTER BLV Rear End -1 0 0 AVE S (S -LINE) : SOUTHCENTER BLV 968782 10/11/9661 AVE S (S -LINE) at SOUTHCENTER BLV !Right Angle -1 0 0 AVE S (S -LINE) : SOUTHCENTER BLV 968857 10/13/9661 AVE S (S -LINE) at SOUTHCENTER BLV !Sideswipe -1 0 0 AVE S (S -LINE) ' SOUTHCENTER BLV 969073 10/21/9661 AVE S (S -LINE) at SOUTHCENTER BLV !Rear End -1 0 0 AVE S (S -LINE) ! SOUTHCENTER BLV 9610739 ! 12/9/9661 AVE S (S -LINE) at SOUTHCENTER BLV Approach Tum 0 3 0 AVE S (S -LINE) :SOUTHCENTER BLV 970512 : 1/16/9761 AVE S (S -LINE) at SOUTHCENTER BLV Approach Tum 0 1 0 AVE S (S -LINE) ! SOUTHCENTER BLV .971387 , 2/13/97:61 AVE S (S -LINE) at SOUTHCENTER BLV (Rear End -1 0 0 AVE S (S -LINE) : SOUTHCENTER BLV 973158 ! 4/10/9761 AVE S (S- LINE), 40 FT S of SOUTHCEN !Sideswipe -1 0 0 AVE S (S -LINE) iSOUTHCENTER BLV 973503 • 4/22/97.61 AVE S (S -LINE) at SOUTHCENTER BLV !Sideswipe -1 0 0 AVE S (S -LINE) ; SOUTHCENTER BLV 973760 : 4/30/97.61 AVE S (S- LINE), 10 FT S of SOUTHCEN (Sideswipe -1 0 0 AVE S (S -LINE) ; SOUTHCENTER BLV .973931 ! 5/6/9761 AVE S (S- LINE), 75 FT S of SOUTHCEN !Sideswipe -1 0 0 AVE S (S -LINE) 'SOUTHCENTER BLV .974626 , 5/29/97.61 AVE S (S -LINE) at SOUTHCENTER BLV !Rear End -1 0 0 AVE S (S -LINE) : SOUTHCENTER BLV :9707931 911619761 AVE S (S -LINE) at SOUTHCENTER BLV Approach Tum 0 0 0 AVE S (S -LINE) ! SOUTHCENTER BLV 9779319/16/9761 AVE S (S -LINE) at SOUTHCENTER BLV !Approach Tum -1 0, 0 AVE S (S -LINE) , SOUTHCENTER BLV .979008 ' 10/21/97.61 AVE S (S -LINE) at SOUTHCENTER BLV !Right Angle -1 0 0 AVE S (S -LINE) : SOUTHCENTER BLV '9709031 ; 10/22/97.61 AVE S (S -LINE) at SOUTHCENTER BLV ;Rear End . 0 0' 0 AVE S (S -LINE) ' SOUTHCENTER BLV 979031 1 10/22/9761 AVE S (S -LINE) at SOUTHCENTER BLV Rear End -1 0 0 AVE S (S -LINE) ' SOUTHCENTER BLV 9709230 10/28/9761 AVE S (S -LINE) at SOUTHCENTER BLV Rear End 0 1 0 AVE S (S -LINE) . SOUTHCENTER BLV '979230 10/28/97.61 AVE S (S -LINE) at SOUTHCENTER BLV 'Rear End -1 0 0 AVE S (S -LINE) ' SOUTHCENTER BLV 19709308 : 10/31/9761 AVE S (S -LINE) at SOUTHCENTER BLV !Rear End 0 0! 0 AVE S (S -LINE) : SOUTHCENTER BLV :979308 10/31/9761 AVE S (S -LINE) at SOUTHCENTER BLV 'Rear End -1 0' 0 AVE S (S -LINE) ; SOUTHCENTER BLV 970052 11/22/9761 AVE S (S -LINE) at SOUTHCENTER BLV Right Angle -1 0 0 AVE S (S -LINE) : SOUTHCENTER BLV 970481 12/5/9761 AVE S (S- LINE), 50 FT S of SOUTHCEN 'Sideswipe -1 0 0 AVE S (S -LINE) SOUTHCENTER BLV :970850 12/15/9761 AVE S (S -LINE) at SOUTHCENTER BLV Approach Turn -1l 0. 0 AVE S (S -LINE) SOUTHCENTER BLV '9800756 ' 1/24/9861 AVE S (S -LINE) at SOUTHCENTER BLV Pedestrian /Cyclist Involved 0 1 0 AVE S (S -LINE) ' SOUTHCENTER BLV .992607 3/31/9861 AVE S (S -LINE) at SOUTHCENTER BLV Rear End -1 0 0 AVE S (S -LINE) ' SOUTHCENTER BLV 983561 4123/9861 AVE S (S -LINE) at SOUTHCENTER BLV 'Sideswipe -1 0. 0 Page 1 61 AVE S (S-LINE) �'./.^ff Om;%iiDigiff Zr.Dt:11liwfStreet!8Y.III Pmte0fC|alilik�����:',.11ocOasa-11:41M,KS8��:,: %UQ;f;uff Of Ntirn Fat 61 AVE S (S-LINE) .SOUTHCENTERBLV V803735 4/29/9661 AVE S (S-LINE) at SOUTHCENTER BLV Rea End 01 1` 0 01 AVE S(S-LNE) 'SOUTHCENTERBLV .983835 ; 5/2/98 61 AVE S (S-LINE), 750 ft. S of SOUTHCEN Sideswipe '8 a o 61 AVE S (S-LINE) .8OUTHCENTERBLV 8806876 8x11/9861 AVE S(O'UNE)otOOUTHCGNTERBLV Rear End a 11 o 61 AVE G(Q'L|NE) ' OUTHCGNTERB[V 9807885 8(15/o861 AVE S(G'L|NE)at8OUTHCENTERBLV Right Angle Q a 0 61 AVE S (S-LINE) 1SOUTHCENTER BLV 988599 .' 1V@m8'61 AVE S(G'L|NE)ot SOUTHCENTER BLV Other 01 O/ 0 61 AVE S (S-LINE) 1SOuTHCENTER8Lv 888734 10/1me661 AVE G(S'L|NE)atGOUTHCENTERBLV 'Right Angle 01 01 0 61 AVE S(S-UNE) 1SOUTHCENTERBLV '9894e1 11xagua1 AVE S(S'LINE)ot SOUTHCENTER BLV Rear End 0! 1' 0 61 AVE S (S-LINE) iSoUTHCENTERBLV ya1V18611/2o/oue1 AVE a(S'L|mE)ot SOUTHCENTER BLV Right Angle • 01 o: u 61 AVE S(S'UNE) SOUTHCENTER BLV e810430 SOUTHCENTERDLV 19810566 12/7/9861 AVE S(8'UNE)atGouTHCENTERaLV :Fixed O�euV Po,kadVehio| 12/11/o6o1 AVE S(O-gNE) otG8UTHCENTEnoLV 'Fixed Object/Parked Vehicl - 4 ' . 0. 0 0 61 AVE G(S-UNE) 61 AVE S (S-LINE) SOUTHCENTER BLV 9810986 12/26/9661 AVE S(a'L|NE) otGOuTHoENTsR8LV !Rear End 0 u! u 61 AVE S (S-LINE) SOUTHCENTER BLV 489522 1/1e/99'61 AVE S(G'L|NE) at8OuTHCENTERoLV 'Right Angle o| 11 0 61 AVE S (S-LINE) SOUTHCENTER BLV 8e0837 1/uo/e661 AVE G(a'L|Ns)ot8OUTHCENTERBLv'Right Angle 'U o/ n 61 AVE S(S'WNE) SOUTHCENTER BLV 9901339 2/1u/ges1 AVE G(a'L|NE)atGOUTHCsNTERBd/ :Right Angle Oi 1/ 0 61 AVE S (S-LINE) SOUTHCENTER BLV ee01514 2/24/99:61 AVE S(G'L|NE)atGOuTHCENTERDLV'Right Angle -1 0` 0 61 AVE S (S-LINE) SOUTHCENTER BLV 993619 4/5/9661 AVE S(S'L|NE)otGOuTHCENTERaLV ;Rear End 0 11 0 61 AVE S (S-LINE) GOUTHCGNTERBV/'g9o3384 4/2me9:O1 AVE 8(G'L|NE)ot3OUTHCENTER�LV'Gideawipe — 0 o! 0 01 AVE S(S'UNE) SOUTHCENTER BLV 993*71 | a/1/V�e1 AVE G(a'UNs)atGOuTHCsNTEmaLV.R=arEnd -1 1 o 61 AVE S (S-LINE) SOUTHCENTER BLV 99*014 5m2/u9.61 AVE 8(G'WNE)otGOUTHCEN ar End 0 11 0 61 AVE S (S-LINE) SOUTHCENTER BLV 994e18 6/2s/egs1 AVE a(G'L|mE) otaOUTMoENrsRBLV !Rear End -1 0! 0 61 AVE S(S'WNE) SOUTHCENTER BLV 8e7485 V/22/ygs1 AVE S(O'uNE) otSOUTHoENTERBLV/G\ueewipa 0 01 0 61 AVE S (S-LINE) SOUTHCENTER BLV 997683 9/29/9gs1 AVE G<S'L|NE>otGOuTHCENTERnLV9earEnd O' a o 61 AVE. S<S'UNE> SOUTHCENTER BLV e907861 10�9g61 AVE O(8'L|NE).75�.GOUTHCENTER .Rear End 0 11 '� 61 AVE S(S'UNE) $OVTHCENTER8U/ 9980*4 10/11/9661 AVE S(G'L\N��otGOUTMcENTER8LV Rear End 01 0 -u 61 AVE S (S-LINE) SOUTHCENTER BLV 898311 1Ot2o/y9:s1 AVE o(S'L|NE)otaOUTHCENTER8LV'App0000hTum 0 o| ---'- � 61 AVE S(S'UNE) SOUTHCENTER BLV 990e638 120/og.61 AVE S(S'L|NE)atoOUTHCEN[ER 8LV !Approach Tum o' 11 o 61 AVE S (S-LINE) SOUTHCENTER B[V 999709 13/11/S6a1 AVE S(S'UNE) otGOUTHCENTER BL/ 'Right Angle 0 0! U 61 AVE S (S-LINE) SOUTHCENTER BLV 999788 12/14/y9161 AVE S(G'uNE) at SOUTHCENTERBLV'Right Angle o u! 0 a1 AVE S<8'UNE> SOUTHCENTER BLV 99100e1 1o�4/gga1 AVE G<G'L|NE>omGOVTHCENTERBLVR�ht Angle � O 01 -- 0 W1 AVE 8(8'UNE) SOUTHCENTER PKW 961512 u/16/96e1 AVE G(S'L|NE) otGOUTHCENTERpKVVAppmooh7um -1 -1 01 O| 0 0 61 AVE S (S-LINE) SOUTHCENTER PKW 961757 2/24/96:61 AVE S(O'L|NE).4oFTVVofSOUTHCEN fixed Object/Parked Vehio|| 61 AVE SOUTHCENTER |SOUTHCGNTERPK�/|e71OV52 3/13/9661 0 11/2um7�61 AVE S(G'UNE)at SOUTHCENTER PKWRight Angle ui � � � 0 0 61 AVE S (S-LINE) Page 2 ' • ■ • ~•^.. �� . 1/21/00 } 61 AVE S (S -LINE) 1/21/00 Iii is:• OntifFillIttlastaVRefStreetilitilitiCabeNtfi IDateOfCl(liil tlafl',iW IL'ocDeso;P4i: ; Sk.i ' :iii': Ar'ti ':Tyfie0fOollision'ja•rSurf Of.P.DO Siiiri:Of Numinj Sum Of NumF.at AVE S (S -LINE) ISOUTHCENTER PKW 992011 i 3/12/99 :61 AVE S ',S -LINE) at SOUTHCENTER PKWRight Angle -1 0, 0 AVE S (S -LINE) SR 181 19902534 3/29/99:61 AVE S (S -LINE) at SR 181 !Sideswipe -1 0; 0 AVE S (S -LINE) 1STRANDER BLVD 1951504 • 11122/9561 AVE S (S -LINE) at STRANDER BLVD Approach Tum -1 0' 0 AVE S (S -LINE) '. STRANDER BLVD 19909799 ' 12/15/99:61 AVE S (S -LINE) at STRANDER BLVD (Pedestrian /Cyclist Involved 0 1 0 AVE S (S -LINE) 1TUKWILA PKWY 1957201 7/21/9561 AVE S (S -LINE) at TUKWILA PKWY IRear End -1 0 0 AVE S (S -LINE) ; TUKWILA PKWY 1959072 :• 9/12/95'61 AVE S (S -LINE) at TUKWILA PKWY ;Sideswipe -1 0 0 AVE S (S -LINE) ' TUKWILA PKWY 1950544 10/25/9561 AVE S (S -LINE) at TUKWILA PKWY !Rear End -1 0! 0 AVE S (S -LINE) TUKWILA PKWY • 1951621 11/25/9561 AVE S (S -LINE) at TUKWILA PKWY (Rear End -1 0 0 AVE S (S -LINE) ; TUKWILA PKWY 1963449 4/17/9661 AVE S (S- LINE), 100 FT N of TUKWILA PlRear End i -1 0 0 (AVE S (S -LINE) !TUKWILA PKWY 1966157 7/20/9561 AVE S (S -LINE) at TUKWILA PKWY IRight Angle -1 0 0 ,AVE S (S -LINE) ; TUKWILA PKWY 1966773 , 8/9/96!61 AVE S (S -LINE) at TUKWILA PKWY Approach Turn 0 1 0 AVE S (S -LINE) : TUKWILA PKWY 1967613 ' 9/4/9661 AVE S (S -LINE) at TUKWILA PKWY !Rear End 0 1 0 AVE S (S -LINE) ! TUKWILA PKWY !968540 ! 10/4/96.61 AVE S (S- LINE), 25 FT N of TUKWILA P !Rear End -1 0 0 AVE S (S -LINE) !TUKWILA PKWY !9611058 12/18/96'61 AVE S (S- LINE), 15 FT N of TUKWILA P !Backing -1 0 0 AVE S (S -LINE) ! TUKWILA PKWY 1972761 ! 3/28/97:61 AVE S (S- LINE), 30 FT N of TUKWILA P 'Rear End 0 1 0 AVE S (S -LINE) ; TUKWILA PKWY 1973879 ! 5/4/97:61 AVE S (S- LINE), 100 FT S of TUKWILA PlRear End -1 0 0 AVE S (S -LINE) ; TUKWILA PKWY 1974770 r 613197'61 AVE S (S- LINE), 500 FT N of TUKWILA PlRear End -1 0 0 AVE S (S -LINE) : TUKWILA PKWY 1975585 ': 7/1'97:61 AVE S (S -LINE) at TUKWILA PKWY !Approach Tum -1 0 0 AVE S (S -LINE) TUKWILA PKWY 1977295 8/27/97:61 AVE S (S -LINE) at TUKWILA PKWY (Rear End -1 0, 0 AVE S (S -LINE) TUKWILA PKWY 1977653 917/97.61 AVE S (S -LINE) at TUKWILA PKWY IRear End -1 0 0 AVE S. (S -LINE) ; TUKWILA PKWY 1979833 11/16/97161 AVE S (S- LINE), 30 FT E of TUKWILA PK :Sideswipe -1 0 0 AVE S (S -LINE) ITUKWILA PKWY 19802711 I 3/26/98'61 AVE S (S -LINE) at TUKWILA PKWY (Rear End -1 0i 0 AVE S (S -LINE) TUKWILA PKWY 1983606 4/24/9661 AVE S (S -LINE) at TUKWILA PKWY ' 'Rear End 0 0 0 AVE S (S -LINE) ; TUKWILA PKWY 984502 5124/9861 AVE S (S -LINE) at TUKWILA PKWY .Sideswipe 0 0 0 AVE S (S -LINE) ; TUKWILA PKWY 1985369 6/20/9861 AVE S (S -LINE) at TUKWILA PKWY Sideswipe -1 0 0 AVE S (S -LINE) ! TUKWILA PKWY :986058 , 7/14/9861 AVE S (S -LINE) at TUKWILA PKWY 'Rear End • -1 0' 0 AVE S (S -LINE) ! TUKWILA PKWY :986611 ! 8/1/9861 AVE S (S -LINE) at TUKWILA PKWY 'Right Angle 0 1! 0 AVE S (S -LINE) TUKWILA PKWY :9807022. 8/16/9861 AVE S (S -LINE) at TUKWILA PKWY Rear End -1 0' 0 AVE S (S -LINE) ' TUKWILA PKWY 987023 : 8/16/9861 AVE S (S -LINE) at TUKWILA PKWY 'Rear End -1 0; 0 AVE S (S -LINE) 'TUKWILA PKWY '9810802 12/18/9861 AVE S (S -LINE) at TUKWILA PKWY :Sideswipe -1 0, 0 AVE S (S -LINE) TUKWILA PKWY 993497 ; 5/219961 AVE S (S -LINE) at TUKWILA PKWY 'Rear End 0 1! 0 AVE S (S -LINE) TUKWILA PKWY :994811 6/21/9961 AVE S (S -LINE) at TUKWILA PKWY 'Right Angle -1 0; 0 AVE S (S -LINE) ' TUKWILA PKWY ;995520 ' 7/17/9961 AVE S (S -LINE) at TUKWILA PKWY :Backing -1 0: 0 Page 3 { r s;. t•. L. r. a�. 1' F:• Fe. (4L(" 4j E•. EI Z 6 �U ;U O N O J I t.- CO0 � J 4 =a w z�. "1- O: 0 N, D I—' !ww 1-- -: L Z. w = 1— Z 61 AVE S (S -LINE) 1/21/00 :i;:.11I11.::•Oriiiait I11 t1 #!1 RefStreeti:IU(L1IC seNiCIDateOfCtu;i)iii ilW:i ":. LocDescr#xn? RiU??;;?, X31•: =;;I' .'i::TypeOfCollfsToin l: jSuiii' O fPDOSuinOf.NiiinlnjiSum01NumFat 0 1 0 61 AVE S (S -LINE) TUKWILA PKWY !9906236 • 8/11/9961 AVE S (S -LINE) at TUKWILA PKWY (Approach Tum 61 AVE S (S -LINE) ! TUKWILA PKWY 1990676 : 8/29/9961 AVE S (S -LINE) at TUKWILA PKWY !Fixed Object/Parked Vehicl 0 1 0 61 AVE S (S -LINE) ITUKWILA PKWY 1997016 1 9/6/99'61 AVE S (S -LINE) at TUKWILA PKWY 'Rear End 0 1, 0 61 AVE S (S -LINE) 'TUKWILA PKWY 19907451 9/21/99'61 AVE S (S -LINE) at TUKWILA PKWY Approach Tum 0 0 0 61 AVE S (S -LINE) TUKWILA PKWY 1997579 ' 9/25/9961 AVE S (S -LINE) at TUKWILA PKWY 'Rear End 0 0 0 61 AVE S (S -LINE) TUKWILA PKWY 1997720 : 9/30/99'61 AVE S (S -LINE) at TUKWILA PKWY iRear End 0 0 0 61 AVE S (S -LINE) TUKWILA PKWY !997760 1 10/1/9961 AVE S (S -LINE) at TUKWILA PKWY :Right Angle 0 1 0 61 AVE S (S -LINE) TUKWILA PKWY 1998422 10/25/9961 AVE S (S -LINE) at TUKWILA PKWY Sideswipe 0 0 0 PACIFIC HWY SO. 161 AVE S (S -LINE) 19900245 ; 1/8/99 PACIFIC HWY SO., 150 ft. E of 61 AVE S (S !Approach Tum 0 1 0 SOUTHCENTER BL .61 AVE S (S- LINE). 1960428 1/14196 SOUTHCENTER BLVD, 200 FT W of 61 AV IRear End 0 2 0 SOUTHCENTER BL !61 AVE S (S -LINE) !961977 i 3/1/96 SOUTHCENTER BLVD, 250 FT W of 61 AV IApproach Tum -1 0 0 SOUTHCENTER BL 161 AVE S (S -LINE) 1963301 4/13/96 SOUTHCENTER BLVD, 150 FT W of 61 AV :Rear End 0 2 0 SOUTHCENTER BL '61 AVE S (S -LINE) 1964137 i 5/11/96 SOUTHCENTER BLVD, 100 FT W of 61 AV (Rear End -1 0 0 SOUTHCENTER BL 161 AVE S (S -LINE) 1964326 • 5/18/96 SOUTHCENTER BLVD, 150 FT W of 61 AV !Rear End 0 3 0 SOUTHCENTER BL 161 AVE S (S -LINE) 1967354 ' 8/27/96 SOUTHCENTER BLVD, 500 FT W of 61 AV (Rear End 0 2 0 SOUTHCENTER BL :61 AVE S (S -LINE) 1967427 8/29/96 SOUTHCENTER BLVD, 500 FT E of 61 AVEiRear End -1 . 0 0 SOUTHCENTER BL ;61 AVE S (S -LINE) 1968853 ' 10 /13 /96'SOUTHCENTER BLVD, 75 FT W of 61 AVE !Rear End -1 0 0 SOUTHCENTER BL ;61 AVE S (S -LINE) 1969297 10/22/96 SOUTHCENTER BLVD, 20 FT W of 61 AVE !Rear End 0 1 0 SOUTHCENTER BL 61 AVE S (S -LINE) 1969854 - 11 /12 /96SOUTHCENTER BLVD, 200 FT W of 61 AV IRear End 0 11 0 SOUTHCENTER BL 161 AVE S (S -LINE) 1969985 : 11/16/96 SOUTHCENTER BLVD, 1000 FT W of 61 A !Rear End -1 0 0 SOUTHCENTER BL 161 AVE S (S -LINE) 19610015 ' 11/17/96 SOUTHCENTER BLVD, 1000 FT W of 61 A (Rear End -1 0 0 SOUTHCENTER BL 161 AVE S (S -LINE) 19610252: 11 /24 /96'SOUTHCENTER BLVD, 300 FT W of 61 AV ;Rear End 0 3 0 SOUTHCENTER BL _61 AVE S (S -LINE) 1971365 '! 2 /12 /97SOUTHCENTER BLVD, 250 FT W of 61 AV :Sideswipe -1 0 0 SOUTHCENTER BL '61 AVE S (S -LINE) '971481 i 2/16/97 SOUTHCENTER BLVD, 500 FT W of 61 AV :Rear End -1 0 0 SOUTHCENTER BL ,61 AVE S (S -LINE) .971963 i 2/22/97 SOUTHCENTER BLVD, 20 FT W of 61 AVE !Rear End -1 0 0 SOUTHCENTER BL 61 AVE S (S -LINE) 1971788 ' 2/26/97 SOUTHCENTER BLVD, 300 FT W of 61 AV iRear End -1 0 0 SOUTHCENTER BL :61 AVE S (S -LINE) 1972051 3/6/97 SOUTHCENTER BLVD, 100 FT W of 61 AV !Rear End -1 0 0 SOUTHCENTER BL 61 AVE S (S -LINE) 1973425 4/19/97 SOUTHCENTER BLVD, 300 FT W of 61 AV :Rear End 0 1 0 SOUTHCENTER BL .61 AVE S (S -LINE) 1973518 4/22/97 SOUTHCENTER BLVD, 200 FT W of 61 AV :Rear End 0 1 0 SOUTHCENTER BL 61 AVE S (S -LINE) ;974462 5/24/97 SOUTHCENTER BLVD, 5000 FT W of 61 A 'Rear End -1 0 0 SOUTHCENTER BL 61 AVE S (S -LINE) ;9711140 12/23/97 SOUTHCENTER BLVD, 150 ft. 61 AVE S (S -:Rear End 0 0 0 SOUTHCENTER BL 61 AVE S (S -LINE) 971140 12/23/97 SOUTHCENTER BLVD, 150 FT W of 61 AV Rear End -1 0 0 SOUTHCENTER BL .61 AVE S (S -LINE) .9802134 ' 3/9/98 SOUTHCENTER BLVD, 500 ft. W of 61 AVE iRear End 0 1 0 1 F.'5 5r...y5r, Page 4 ,,(4.$14srvagiac: v l4f.',c'i:' �G�Cfi ..�tY.SL: ►1�k Z Q Z. W QQ2 n: :0 0 iv) 0: ;w =. `W 0. J LL Q • (/) d •,= W _ ;Z� O : : Z .I— •W uj :U N .0 I- = U. • • Z LU 0 1' • Z 61 AVE S (S -LINE) '. i' ` On 'g.c ritHIi<15RefStreet :I?' ':::ICaseNu ;pateOfC 11:; .t f(:'.6i =;till i <;I 's:LocDesc'•!..: :i '_ # ;1.ii-T .1, :11. TypeOfCollIslo►i'. ' RSum.Of PDOISuni Of NuminjISum Of NumFat SOUTHCENTER BL 61 AVE S (S -LINE) :98004024; 5 /9 /98'SOUTHCENTER BLVD, 30000 ft. W of 61 A Rear End -1; 0; 0 SOUTHCENTER BL 61 AVE S (S -LINE) j9805242 6/16/98 SOUTHCENTER BLVD, 5280 ft. W of 61 AV Rear End . 0; 0; 1! 1i 0 0 SOUTHCENTER BL ,61 AVE S (S -LINE) 989312 1111198SOUTHCENTER BLVD, 300 ft. 61 AVE S (S -Rear End SOUTHCENTER BL 61 AVE S (S -LINE) 991839 3/7 /99'SOUTHCENTER BLVD, 200 ft. W of 61 AVE Rear End -11 0; 0 SOUTHCENTER BL 61 AVE S (S -LINE) '9903051 4/16/99 SOUTHCENTER BLVD, 900 ft. 61 AVE S (S -Rear End 0: 1! 0 SOUTHCENTER BL '61 AVE S (S -LINE) 998043 1 10111 /99;SOUTHCENTER BLVD, 100 ft. 61 AVE S (S -Rear End 0' 1! 0 SOUTHCENTER BL 61 AVE S (S -LINE) 998810 11 /8 /99:SOUTHCENTER BLVD, 500 ft. 61 AVE S (S -Rear End 0; 0' 0 SOUTHCENTER BL• X61 AVE S (S -LINE) 9908920 11 /13 /991SOUTHCENTER BLVD, 200 ft. 61 AVE S (S -Rear End 0: 0' 11 Or 0 0 SOUTHCENTER BL 61 AVE S (S -LINE) 999716 12/12 /99'SOUTHCENTER BLVD, 150 ft. 61 AVE S (S -Rear End SOUTHCENTER PK 61 AVE S (S -LINE) 962646 3122 /96,SOUTHCENTER PKWY, 100 FT W of 61 AV,Rear End -1 0, 0 SOUTHCENTER PK 61 AVE S (S -LINE) 965479 6/27/96 SOUTHCENTER PKWY, 30 FT E of 61 AVE Sideswipe -t 01, 0 SOUTHCENTER PK 61 AVE S (S -LINE) 968593 10 /5 /961SOUTHCENTER PKWY, 200 FT W of 61 AV (Sideswipe -1; 01 0 SOUTHCENTER PK 61 AVE S (S -LINE) 970122 1 /5I971SOUTHCENTER PKWY, 100 FT SW of 61 A!Approach Tum -1; 01 0 SOUTHCENTER PK '61 AVE S (S -LINE) 975513 6 /29 /97SOUTHCENTER PKWY, 70 FT W of 61 AVE'Fixed Object/Parked Vehicll -11 01 0 SOUTHCENTER PK 161' AVE S (S -LINE) 977400 8 /31 /97SOUTHCENTER PKWY, 150 FT W of 61 AV°Approach Turn -11 0! 0 SOUTHCENTER PK :61 AVE S (S -LINE) 984144 5 /13 /98'SOUTHCENTER PKWY, 500 ft. 61 AVE S (SRight Angle . 01 01 0 SOUTHCENTER PK .61 AVE S (S -LINE) 9907442 10 /8 /99;SOUTHCENTER PKWY, 125 ft. 61 AVE S (S'Right Angle 0 01 0 TUKWILA'PKWY 61 AVE S (S -LINE) 967369 8 /28 /96iTUKWILA PKWY, 60 FT E of 61 AVE S (S- LI!Sideswipe -1 0; 11 0 0 TUKWILA PKWY '61 AVE S (S -LINE) 9610307 11 /26 /96!TUKWILA PKWY, 25 FT W of 61 AVE S (S- L.Rear End 01 TUKWILA PKWY ;61 AVE S (S -LINE) 975625 7I2I97ITUKWILA PKWY, 100 FT W of 61 AVE S (S- Sideswipe -11 0 0 TUKWILA PKWY 161 AVE S (S -LINE) 1988234 9 /27 /98 •TUKWILA PKWY, 300 ft. W of 61 AVE S (S- LSideswipe 01 0' 0 TUKWILA PKWY '61 AVE S (S -LINE) '9808480 1014 /98!TUKWILA PKWY, 200 ft. W of 61 AVE S (S -L Right Angle -1! 0; 0 TUKWILA PKWY '61 AVE S (S -LINE) 989088 10124 /98!TUKWILA PKWY, 500 ft. 61 AVE S (S -LINE) :Right Angie Oi -11 0' 01 0 0 TUKWILA PKWY !61 AVE S (S -LINE) 9810365 12/5 /981TUKWILA PKWY, 200 ft. W of 61 AVE S (S- LRight Angle TUKWILA PKWY .61 AVE S (S -LINE) 9907791 1013 /99TUKWILA PKWY, 150 ft. 61 AVE S (S -LINE) Sideswipe 01 Oi 0 Page 5 1/21/00 • E MACADAM RD Page 1 VgftP'1,gr:'KVMUtV9t4VVVPPKA RefStreet'ILIIICatiNiiI1Date0fColli MO ilIMMITiiilo bDeid. t:114411KiniiI1?:4;;;iTyPeO1ColliMiilin S dinl Of Mc:11S iiiii:of Nu -MN IS arritif Web Fat MACADAM RD :SOUTHCENTER B:957550 7/31/95iMACADAM RD at SOUTHCENTER BLVD Right Angle -1 --1.1 -1 0: 0! 01 0 0 0 MACADAM RD SOUTHCENTER B!958803 9/4/951MACADAM RD at SOUTHCENTER BLVD 'Fixed Object/Parked Vehicl MACADAM RD SOUTHCENTER B1960682 1/22/96 MACADAM RD at SOUTHCENTER BLVD Rear End NCADAM RD SOUTHCENTER B1962013 • 3/2/96:MACADAM RD at SOUTHCENTER BLVD 'Approach Tum 0 11 0 1! CADAM RD SOUTHCENTER 81963804 4/30/96,MACADAM RD at SOUTHCENTER BLVD Approach Tum 0 21 0 iACADAM RD SOUTHCENTER B1964368 5/19/96:MACADAM RD•at SOUTHCENTER BLVD :Right Angle -1 0! 0 MACADAM RD SOUTHCENTER B966489 7/30/96:MACADAM RD at SOUTHCENTER BLVD 'Approach Tum 0 11 0 MACADAM RD SOUTHCENTER B1968040 t SOUTHCENTER B969984 i 9/18/96'MACADAM RD at SOUTHCENTER BLVD Sideswipe 11/16/96:MACADAM RD at SOUTHCENTER BLVD Right Angle I -1 -1 0 0' 0 0 MACADAM RD MACADAM RD SOUTHCENTER 09610148 11/21/96:MACADAM RD at SOUTHCENTER BLVD Approach Tum -1 0 0 MACADAM RD SOUTHCENTER 0973431 4119/97IMACADAM RD at SOUTHCENTER BLVD 'Rear End • -1 01 0 MACADAM RD SOUTHCENTER BI973753 4/30/971MACADAM RD at SOUTHCENTER BLVD !Right Angle -1 0 01 11 0 0 MACADAM RD SOUTHCENTER B1974774 6/3/97IMACADAM RD at SOUTHCENTER BLVD :Rear End MACADAM RD SOUTHCENTER 0975709 7/51971MACADAM RD at SOUTHCENTER BLVD !Rear End -1 0 -1 01 11 0! ' 0 0 0 MACADAM RD SOUTHCENTER B19708485 10/3/97IMACADAM RD at SOUTHCENTER BLVD "Rear End MACADAM RD SOUTHCENTER 131979647 11/10/97IMACADAM RD at SOUTHCENTER BLVb7Rear End MACADAM RD SOUTHCENTER B 985493 2/24/98IMACADAM RD at SOUTHCENTER BLVD 'Right Angle 0 11 0 MACADAM RD SOUTHCENTER B 983647 4/26/981MACADAM RD at SOUTHCENTER BLVD Approach Tum 0 21 0 MACADAM RD SOUTHCENTER B1983739 4/29/913!MACADAM RD at SOUTHCENTER BLVD ,Rear End 01 21 0 MACADAM RD SOUTHCENTER BI9804022 : 5/9/98:MACADAM RD at SOUTHCENTER BLVD :Rear End 0 21 0 MACADAM RD SOUTHCENTER 8I984563 5/26/98IMACADAM RD at SOUTHCENTER BLVD :Rear End 0 0 0: 01 0 0 MACADAM RD SOUTHCENTER 81985370 6/20/98:MACADAM RD at SOUTHCENTER BLVD 'Rear End , MACADAM RD SOUTHCENTER 81988448 10/3/98!MACADAM RD at SOUTHCENTER BLVD :Right Angle -1 0! 0 MACADAM RD SOUTHCENTER 0991645 2128/99:MACADAM RD at SOUTHCENTER BLVD •Rear End 01 11 0 MACADAM RD SOUTHCENTER 81992253 3/20/99:MACADAM RD at SOUTHCENTER BLVD Right Angle -1 -1 01 • 0! 0 0 MACADAM RD SOUTHCENTER B1992697 4/4/99:MACADAM RD at SOUTHCENTER BLVD Tedestrian/Cyclist Involved MACADAM RD SOUTHCENTER 81992701 4/4/991MACADAM RD at SOUTHCENTER BLVD Rear End -1 01 0 MACADAM RD SOUTHCENTER B1992721 415/991MACADAM RD at SOUTHCENTER BLVD Rear End 0 11 0 MACADAM RD SOUTHCENTER BI998502 10/28/99:MACADAM RD, 100 ft. SOUTHCENTER B .Sideswipe 0 0! 0 MACADAM RD SOUTHCENTER 81998922 ' 11/13/99:MACADAM RD at SOUTHCENTER BLVD :Rear End 0 i 01 0 MACADAM RD SOUTHCENTER B1999236 11/24/99:MACADAM RD at SOUTHCENTER BLVD 'Rear End 0 21 0 MACADAM RD SOUTHCENTER B1999334 SOUTHCENTER 8I9909358 11/28/99:MACADAM RD at SOUTHCENTER BLVD ;Rear End 11/29/99!MACADAM RD at SOUTHCENTER BLVD 'Sideswipe 0 01 0 01 0 MACADAM RD Page 1 VgftP'1,gr:'KVMUtV9t4VVVPPKA MACADAM RD ni:a0 11::iT:!.il fiRetStreetlInfiCa6eNulDate0fColli;51V11115;t1:'::1!:;;LoaDedeil:iii.411$!:::1;iiill'ilyOtiDECollislifit'DIMISuiii:00.DOISditiV NumlnliSuitiOf Num Fat MACADAM RD 1SOUTHCENTER BI999616 12/8/99:MACADAM RD at SOUTHCENTER BLVD Approach Tum a a 0 01 01 0 MACADAM RD ISOUTHCENTER B!9909664 12/10/99:MACADAM RD at SOUTHCENTER BLVD Rear End MACADAM RD .SOUTHCENTER B 999882 12/18/99:MACADAM RD at SOUTHCENTER BLVD Other 0! 11 0 S 137 ST !MACADAM RD 969116 I 10/22/961S 137 ST, 100 FT E of MACADAM RD 'Fixed Object/Parked Vehicl ! -11 0 0 S 137 ST !MACADAM RD 975989 7/14/971S 137 ST, 20 FT W of MACADAM RD Other -11 01 0 S 152 ST iMACADAM RD 967765 919/961S 152 ST, 20 FT W of MACADAM RD Approach Tum -1j a 0 SOUTHCENTER BL MACADAM RD 961742 2/23/961SOUTHCENTER BLVD, 300 FT E of MACAPedestrian/Cyclist Involved 01 11 0 SOUTHCENTER BL !MACADAM RD 963102 4/6/96ISOUTHCENTER BLVD, 20 FT E of MACA :Rear End - -11 a 0 SOUTHCENTER BL IMACADAM RD 966140 7/19/961SOUTHCENTER BLVD, 200 FT E of MACARear End 9/13/96!SOUTHCENTER BLVD, 300 FT E of MACARear End -1 -1 0: 0 0 0 SOUTHCENTER BL ;MACADAM RD 967886 SOUTHCENTER BL !MACADAM RD 969273 10/27/96ISOUTHCENTER BLVD, 400 FT E of MACARear End 1 01 11 0 SOUTHCENTER BL !MACADAM RD 970046 1/2/971SOUTHCENTER BLVD, 50 FT W of MACA1Rear End o, il 0 SOUTHCENTER BL 'MACADAM RD 970565 1/17/97ISOUTHCENTER BLVD, 400 FT E of MACARear End -1 01 0 SOUTHCENTER BL ,MACADAM RD 972294 3/14/97ISOUTHCENTER BLVD, 400 FT E of MACARight Angle -1 01 0 SOUTHCENTER BL 'MACADAM RD 973511 4/23/97ISOUTHCENTER BLVD, 400 FT E of MACAIRear End -1 01 0 SOUTHCENTER BL MACADAM RD 973541 973853 4/23/97jSOUTHCENTER BLVD, 150 FT E of MACAIRear End 5/3/97ISOUTHCENTER BLVD, 200 FT E of MACAISideswipe 0 -1 11 01 0 0 SOUTHCENTER BL MACADAM RD SOUTHCENTER BL 'MACADAM RD 973914 5/5/971SOUTHCENTER BLVD, 0.1 FT E of MACA :Rear End -1 0; 0 SOUTHCENTER BL 'MACADAM RD 974160 5/13/97ISOUTHCENTER BLVD, 1000 FT W of MA :Fixed Object/Parked Vehicl -1 -11 01 a 0 0 SOUTHCENTER BL !MACADAM RD 974526 5/26/971SOUTHCENTER BLVD, 400 FT E of MACAPedestrianlCyctist Involved SOUTHCENTER BL 'MACADAM RD 970461 5/28/97!SOUTHCENTER BLVD, 25000 FT W of MA'Pedestrian/Cyclist Involved 01 11 0 SOUTHCENTER BL !MACADAM RD 974821 6/5/971SOUTHCENTER BLVD, 500 FT W of MAC Head On 01 11 0 SOUTHCENTER BL !MACADAM RD 978485 1013/97ISOUTHCENTER BLVD, 75 FT E of MACA JRear End 0 11 0 SOUTHCENTER BL !MACADAM RD 979162 10/26/97ISOUTHCENTER BLVD, 200 FT E of MACAIRear End -11 01 0 SOUTHCENTER BL !MACADAM RD 979551 11/7/97ISOUTHCENTER BLVD, 500 FT E of MACA!Rear End -1 a 0 SOUTHCENTER BL !MACADAM RD 985493 2/24/981SOUTHCENTER BLVD, 325 ft. E of MACA ,Right Angle 0 1 0 SOUTHCENTER BL !MACADAM RD 9806190 ' 7/18/98!SOUTHCENTER BLVD, 150 ft. E of MACA 'Right Angle 0 01 0 SOUTHCENTER BL !MACADAM RD 986296 , 7/21/98!SOUTHCENTER BLVD, 150 ft. MACADAM Sideswipe 0 01 0 SOUTHCENTER BL !MACADAM RD 980594 1 12/12/98ISOUTHCENTER BLVD, 230 ft W of MACARight Angle 0 11 0 SOUTHCENTER BL ;MACADAM RD 9810935 . 12/24/98ISOUTHCENTER BLVD, 150 ft. W of MACAFixed Object/Parked Vehicl 1 -1 t 0, 0 SOUTHCENTER BL !MACADAM RD 992251 1 3/20/991SOUTHCENTER BLVD, 300 ft. MACADAM Rear End 0 11 0 SOUTHCENTER BL MACADAM RD 9903164 ! 4/20/99!SOUTHCENTER BLVD, 300 ft. MACADAM 'Approach Tum 1 5/2/99!SOUTHCENTER BLVD, 400 ft. E of MACA !Rear End o -1 a 01 ' 0 0 SOUTHCENTER BL !MACADAM RD 99:1492 Page 2 T 1/21/00 Z re 11i C.) 0 (i) • WLLJ W tu 0 • co 3 • 11 z 0. • z 0 W uj: 01 LI- 0: z• ai co, • 17: 0 • z MACADAM RD H III : RefStreet ;lfUtiseNu",IDateOfColll llliN, a atL'oeDescalli3#lil� `fD I�IIil1relypeOfColllslon:t lfilSum'Of PDOISuth Of Nu'mInJISun Of NumFat .ti,.I, ia110A:131�; SOUTHCENTER BL• MACADAM RD 994826 6 /22 /99ISOUTHCENTER BLVD, 200 ft. E of MACA iRight Angle 01 11 0 SOUTHCENTER BL 1MACADAM RD 996223 i 8/10/991SOUTHCENTER BLVD, 50 ft. MACADAM (Rear End 01 01 0 SOUTHCENTER BL ,MACADAM RD 9908410 ' 10/25 /99ISOUTHCENTER BLVD, 75 ft. MACADAM ;Rear End 0 01 0 SOUTHCENTER BL !MACADAM RD 9910250' 12/31 /99 SOUTHCENTER BLVD, 300 ft. MACADAM !Approach Tum 0 01 0 Page 3 RIGHT -TURN LANE GUIDELINES cn • 100 ► , 7 , UJ Right -Turn Lane 80 (Figure 910 -12b) Right -Turn Pocket or Recommended C Taper (Figure 910 -12a) Recommended cr 60 1-- F-- c� 40 lz 0 20 Radius Only Recommended ( Figure 910 - 7 ) • L 1 1 1 1 1 100 200 300 400 500 600 700 PEAK HOUR APPROACH VOLUME (DDHV)* ,� /mil ��'� �� 01 F --� �� iv et 6, .7 9 v�� ,?% vat /9.2. 17� i/7 //L;r/ , 1/0/ z411.3 `3A + For two lane highways, use the peak hour approach volume (through + right turn). For multilane, high speed (posted at 45 mph or above) highways, use the right lane peak hour approach volume (through + right turn). Note: When all three of the fDllowing conditions are met, the ✓ ight turn DDHV is reduced by 20 VPH. 1. Posted speed 45 mph or under. 2. Tight -turn volume greater than 40 VPH. 3. Total approach volume Tess than 300 VPH. Right-Turn Lane Guidelines Figure 910-11 (Metric) Intersections At Grade Page 910-26 Design Manual final, wik70+"n`,`a W4N z Z JU 000 w=. wO u- .N = I- w Z I- O Z I- w D ° • i0 N, H • w w.. 1--U', Z. '0 -. 0'' z :l'_: i•.:':........ •I ...1. Y. u:: ��: ... :."t:.wYYUU.:uY {:- :.�:.:..i: .... _. '�:1: '' .YU.lru•u .�...•.. .r.�r �. ... -.I 1. ry�.r- •I1.6LJ+1�•JCr.ul...r._.11Y 1... ., •r .. . ..l. u:liwll You. IaLW�1i.�1.:��...1 Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** File Name STOR- C1A.HCO Streets: (N -S) Denny's Driveway (E -W) Southcenter Boulevar Major Street DirectionEW Length of Time Analyzed60 (min) Analyst C. V. Brown Date of Analysis 1/19/0 Other Information Current A.M. Peak Hour Two -way Stop - controlled Intersection No. Lanes Stop /Yield Volumes PHF Grade MC's SU /RV's)( %) CV's ( %) PCE's Eastbound L T R 1 2< 0 N 13 882 0 .95 .95 .95 0 0 0 0 0 0 0 0 0 . 0 1.1 1.1 1.1 Westbound L T R 0> 2< 0 N 0 779 4 .95 .95 .95 0 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Northbound L T R 0 0 0 0 Southbound L T R 0> 1< 0 6 0 14 .95 .95 .95 -1 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Adjustment Factors Vehicle Critical Follow -up Maneuver Gap (tg) Time (tf) Left Turn Major Road Right Turn Minor Road Through Traffic Minor Road Left Turn Minor Road 5.50 5.50 6.50 7.00 2.10 2.60 3.30 3.40 i z ■ ~ w 0O (i)0: Ill CO U- w0 g. U. ¢' CO 1- w' z1.- 1- O Z1- U 0. • 1- _ - Uf U. O • z. U N ='. o'- z • ......._Ui.;i�1...rr.. t:�i...11 Ult:.:.1�i::...lr.Nlr, tla......•.. t ......... .............:iL:.....%.ua.:::. ....•.......': ll.ivv u. r..:.11Nfsu •. .r:l_.1 ... ..r.l %�iY4.J...l tr •r....rt....... .... ..r.•..ir....:ll _ t III ta:1,11 •• 1..♦ 4 W.:�.1. r.......1r.%.I. Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** z 1 Q 1- WorkSheet for TWSC Intersection ,,ce w Step 1: RT from Minor Street NB SB 0. 0 Conflicting Flows: (vph) 392 ; n w` Potential Capacity: (pcph) 876 Ill i; Movement Capacity: (pcph) 876 N LL. Prob. of Queue -free State: 0.98 w O; Step 2: LT from Major Street WB EB 5; Conflicting Flows: (vph) 882 783 . a. Potential Capacity: (pcph) 576 651 H _ Movement Capacity: (pcph) 576 651 z Prob. of Queue -free State: • 1.00 0.98 F-, TH Saturation Flow Rate: (pcphpl) 3800 z i- ILI RT Saturation Flow Rate: (pcphpl) 1900 2 Major LT Shared Lane Prob. D o; of Queue -free State: 1.00 0 cn. .01- Step 3: TH from. Minor Street NB SB • w W' 114 z, ail N, O~ z Conflicting Flows: (vph) Potential Capacity: (pcph) Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) Prob. of Queue -free State: 1676 0.98 111 1.00 Step 4: LT from Minor Street NB SB Conflicting Flows: (vph) Potential Capacity: (pcph) Major LT, Minor TH Impedance Factor: Adjusted Impedance Factor: Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) 1676 • 90 0.98 0.98 0.98 88 .. a: ::::..:�:, , ,:... LL •a: yi,�y ''ul„ili�i3SLlu; Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 3 **********************.*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L SB R. EB L 7 88 > 243 16.4 C 16.4 17 876 > > > 15 651 5.7 B 0.1 Intersection Delay = 0.2 :: Yii.£' 3eirr :2'il'1:Xt'i:<r:,':��'if >��'�r �•°i ."� ^.:'�hx�rr- .s..,.... Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** File Name STOR- C2A.HCO Streets: (N -S) North Hill Apts. (E -W) Southcenter Boulevar Major Street DirectionEW Length of Time Analyzed60 (min) Analyst C. V. Brown Date of Analysis 1/19/0 Other Information Current A.M. Peak Hour Two -way Stop - controlled Intersection No. Lanes Stop /Yield Volumes PHF Grade MC's ( %) SU /RV's ( %) CV's ( %) PCE's Eastbound L T R Westbound L T R 1 2< 0 0> 2< 0 N N 0 897 0 0 733 1 .95 .95 .95 .95 .95 .95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 •1.1 1.1 1.1 Northbound L - - -T - - -R 0 0 0 0 Southbound -L - - -T - - -R 0> 1< 0 6 0 7 .95 .95 .95 -1 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Vehicle Maneuver. Adjustment Factors Critical Follow -up Gap (tg) Time (tf) Left Turn Major Road Right Turn Minor Road Through Traffic Minor Road Left Turn Minor Road 5.50 5.50 6.50 7.00 2.10 2.60 3.30 3.40 z w. te D • • U co 00: w= LL: wO g J z0 •ww. :D o. • 9Otn: 0I- • wuf 1-CJ LL �s O: w = 'O~ z • t.:.•�...u......... 1. .i._wi:L.:ai.:wr . rn.. ... ..... ... .... .............u... •.... ...•... ura r.••u •...... •......w..Wiiii . u.u. w..r.... .4ii:IN 1•... Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WorkSheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 367 Potential Capacity: (pcph) 902 Movement Capacity: (pcph) 902 Prob. of Queue -free State: 0.99 Step 2: LT from Major Street WB EB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue -free State: TH Saturation Flow Rate: (pcphpl) RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -free State:. 897 566 566 1.00 3800 1900 1.00 734 692 692 1.00 Step.3: TH from Minor Street NB SB Conflicting Flows: (vph) 1630 Potential Capacity: (pcph) 121 Capacity Adjustment Factor due to Impeding Movements 1.00 Movement Capacity: (pcph) 121 Prob. of Queue -free State: 1.00 Step 4: LT from Minor Street NB SB Conflicting Flows: (vph) Potential Capacity: (pcph) Major LT, Minor TH Impedance Factor: Adjusted Impedance Factor: Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) 1630 96 1.00 1.00 1.00 96 z J U. W W J F-, w w 0; gJi d w' I-. O z�- n 0; ww 1- w 0' ui z. O z rtl: ��•.f.:.:_:. l: l:. 3LF13:::'.: �i::..: ��i'' w�i•: 3'• aMIL.....::.::.' Si::::.: r•.:'. t.:'.. ii:�.i....1Mr.i.i:.•.•.:M�ilJt. r:.:..::�:.r1+.a+.U..w.rn.�l1.. '•1):.! t t 1 1 •i... W11JU1 w...r 111 Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 3 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L SB R 7 96 > > > 183 21.4 D 21.4 8 902 > > > Intersection Delay = 0.2 Van Gard Storage Southcenter Boulevard /6st Avenue S. /'S' Line Bridge Current A.M. Peak Hour SIGNAL94 /TEAPAC[V1 L1.4] - Summary of Parameter Values Intersection Parameters METROAREA NONCBD LOSTTIME 3.0 LEVELOFSERVICE C S NODELOCATION 0 0 . Approach Parameters 01/24/ ** 11:29:09 APPLABELS N E S W GRADES .0 .0 1.0 .0 PEDLEVELS 0 2 0 0 PARKINGSIDES. NONE NONE NONE NONE PARKVOLUMES 0 0 0 0 BUSVOLUMES 0 1 0 0 RIGHTTURNONREDS 0 0 0 15 Movement'Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 0 0 0 0 489 40 54 0 245 479 424 0 WIDTHS .0 .0 .0 .0 24.0 12.0 .0 24.0 .0 24.0 12.0 .0 LANES 0 0 0 0 2 1 0 2 0 2 1 0 UTILIZATIONS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TRUCKPERCENTS .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 PEAKHOURFACTORS 1.00 1.00 1.00 1.00 .85 .85 .80 1.00 .80 .85 .85 .90 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS NO NO NO NO YES YES YES NO YES YES YES NO REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 0 0 0 0 3792 438 0 3534 0 3230 1900 0 Phasing Parameters SEQUENCES 11 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET .00 1 CYCLES 70 120 10 PEDTIME .0 0 GREENTIMES 19.26 42.74 YELLOWTIMES 4.00 4.00 CRITICALS 8 11 EXCESS 0 z' _. f..Z. re 2al JU o0; w =: w 0: P ' a =- w _. z�, F- 0 w ~; 10- :0 t-' w w', F- V O- : wz. U N'. z Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge Current A.M. Peak Hour SIGNAL94 /TEAPAC[V1 L1.4] - Evaluation of Intersection Performance Sq 11 ( Phase 1 Phase 2 * * / ** / North <* + + ++ * v *> * * G /C= .275 G= 19.3" Y +R= 4.0" OFF= .0% G /C= .611 G= 42.7" Y +R= 4.0" OFF =33.2% 01/24/ ** 11:28:23 C= 70 sec G= 62.0 sec = 88.6% Y= 8.0 sec = 11.4% Ped= .0 sec = .0% MVMT TOTALS Param:Units AdjVol: vph Wid /Ln:ft /# g/C Rqd @C: %. g/C Used: % SV @E: vph Svc Lvl:LOS Deg Sat:v/c Avg Del:s/v Tot Del:min # Stops:veh Max Que:veh Max Que: ft APPR TOTALS Param:Units AdjVol: vph Svc Lvl:LOS Deg Sat:v /c Avg Del:s /v Tot Del:min # Stops:veh Max Que:veh Max Que: ft N Approach E Approach S Approach W Approach Int RT TH LT RT TH LT RT TH LT RT TH LT Total 0 0 0 0 604 47 0/0 0/0 0/0 0/0 24/2 12/1 0 0 0 0 19 0 0 0 0 0 62 62 0 0 0 0 2370 273 70 0 0/0 24/2 0 14 0 29 0 1023 322 617 499 0/0 24/2 12/1 0 22 30 0 100 62 0 3230 1187 0 2159 0/0 0 0 0 8083 A A B .00 .00 .00 .00 .25 .17 .00 .38 .0 .0 .0 .0 6.1 6.9 .0 20.5 0 0 0 0 15 1 0 34 0 0 0 0 67 5 0 78 A A .00 .19 .42 .0 .1 7.7 0 0 16 0 0 63 .00 A .30 .0 7.4 0 66 0 213 0 0 0 0 9 0 0 0 0 110 1 0 11 25 0 135 N Approach E Approach 0 651 . 0 0 7 0 28 0 25 182 0 182 Int S Approach W Approach Total 392 1116 2159 .00 .0 0 0 A .25 6.2 16 72 B .38 20.5 34 78 A .29 3.5 16 • 63 A .30 7:4 66 213 0 0 10 110 11 135 7 28 182 182 z 1 w J U. U0 N w =. W o 2Q LL Q .9. a z� I- O zr w 2p O -i I- U' -O .z w U O z Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge Current A.M. Peak Hour 01/24/ ** 11:28:13 SIGNAL94 /TEAPAC[V1 L1.4] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v /c) .30 Vehicle Delay 4.5 Level of Service A Sq 11 1 Phase 1 I Phase 2 1 it * / * *.. / \ North <* + + ++ * v *> * * G /C= .275 G= 19.3" Y +R= 4.0" OFF= .0% G /C= .611 G= 42.7" Y +R= 4.0" OFF =33.2% C= 70 sec G= 62.0 sec = 88.6% Y= 8.0 sec = 11.4% Ped= .0 sec = .0% Lane 'Width / g/C Service Ratel Volume Adj l v/c Group I Lanes i Reqd Used @C (vph) @E HCM L Max Delay S 190% Queue S Approach 13.0 B LT +TH +RT) 24/2 1 .139 1 .289 1 942 1 1023 1 392 I .383 1 13.0 1 *B 1 135 ft) E Approach 3.8 A TH LT I 12 /1.I .000 I .625 2370 1 2273 I 604 47 I .172 I 3.6 I A 110 fti W Approach 2.0 A .0 A 25 TH 1 12/1 I .300 11.000 .625 1 1168 1 11877 I 499 I .420 I 4.5 I *A 1 182 ft 2y z =Z' '1-w 00 co o: w z. LL. wO gQ = d. _ z� z 0• uj co CI I-- ww u_o U N' z Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** File Name STOR- C1N.HCO Streets: (N -S) Denny's Driveway Major Street DirecionEW Length of Time Analyzed60 (min) Analyst C. V. Brown Date of Analysis 1/19/0 Other Information Current Noon Hour Two -way Stop - controlled Intersection (E -W) Southcenter Boulevar No. Lanes Stop /Yield Volumes PHF Grade MC's ( %) SU /RV's (%) CV's ( %) PCE's Eastbound L T R 1 2< 0 N 28 1466 0 .95 .95 .95 0 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Westbound L - - -T - - -R 0> 2< 0 N 0 1438 43 .95 .95 .95 0 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 l t Northbound L - - -T - - -R 0 0 0 0 Southbound -L - - -T - - -R 0> 1< 0 42 0 30 .95 .95 .95 -1 0 0 0 0 0 0 0 0 0 1.1. 1.1 1.1 Adjustment Factors Vehicle Critical Follow -up Maneuver Gap (tg) Time (tf) Left Turn Major Road Right Turn. Minor Road Through Traffic Minor Road Left Turn Minor Road • 5.50 5.50 6.50 7.00 2.10 2.60 3.30 3.40 Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WorkSheet for TWSC Intersection Step 1: RT from Minor Street NE SB Conflicting Flows: (vph) 740 Potential Capacity: (pcph) 584 Movement Capacity: (pcph) 584 Prob. of Queue -free State: 0.94 Step 2: LT from Major Street WB EB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue -free State: TH Saturation Flow Rate: (pcphpl) RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -free State: 1466 280 280 1.00 3800 1900 1.00 1481 275 275 0.88 Step 3: TH from Minor Street NB SB Conflicting Flows: (vph) 2954 Potential Capacity: (pcph) 20 Capacity Adjustment Factor due to Impeding Movements 0.88 Movement. Capacity: (pcph) 18 Prob. of Queue -free State: 1.00 Step 4: LT from Minor Street NB SB Conflicting Flows: (vph) 2954 Potential Capacity: (pcph) 14 Major LT, Minor TH Impedance Factor: 0.88 Adjusted Impedance Factor: 0.88 Capacity Adjustment Factor due to Impeding Movements 0.88 Movement Capacity: (pcph) 12 ... w .a.II:.on:.:'.i:.':4[:.:5t:s_�,• .'1 «. r.': rt» *.:Ul?r ?1Ti.:afl:l:4'w's Z ■ Z. ne W. ar. NC 6 5 J U+ 0 O'. co 0 w z. J H. w O'. 2 u. (12 a I--_: z H.O. zI-: 2 uj D p' iU0 In w w. a. Z U N'. OF- .. Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 3 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L 48 12 > > > 20 * F * SB R 35 584 > > > EB L 32 275 14.8 C 0.3 Intersection. Delay = 143.8 The, calculated delay was greater than 999.9 sec. z Z nal W NC 5 C) UO; N 0; cn W. W= W O: z E-. O Z W Wi Dp' O to, W S ' 1— U . 111 co H ~ i O Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** File Name STOR- C2N.HCO Streets: (N -S) North Hill Apts. Major Street DirectionEW Length of Time Analyzed60 (min) Analyst C. V. Brown Date of Analysis 1/19/0 Other Information Current Noon Hour Two -way Stop - controlled Intersection (E -W) Southcenter Boulevar No. Lanes Stop /Yield Volumes PHF Grade SU /RV's)( %) CV's ( %) PCE's Eastbound L T R 1 2< 0 N 6 1497 0 .95 .95 .95 0 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Westbound L T R 0> 2< 0 • N 0 1472 8 .95 .95 .95 0 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Northbound L T R 0 0 0 0 Southbound L T R 0> 1< 0 7 0 6 .95 .95 .95 -1 0 0 0 0. 0 0 0 0 0 1.1 1.1 1.1 Vehicle Maneuver Adjustment Factors Critical Follow -up Gap (tg) Time (tf) Left Turn Major Road Right Turn Minor Road Through Traffic Minor Road Left Turn Minor Road 5.50 5.50 6.50 7.00 2.10 2.60 3.30 3.40 Nek '+ti :YAAZ.L .+N. •,r. NvwYeiti}Stabp OA2:,4,1, ...w...� z ■ _1-- �w 00. moC3` wi w 0; Q, =a w. z I--. f- O z w in' O N w O. .Z w IN _CO 0 z Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WorkSheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue -free State: 740 584 584 0.99 Step 2: LT from Major Street WB EB Conflicting Flows: (vph). Potential Capacity: (pcph Movement Capacity: (pcph) Prob. of Queue -free State TH Saturation Flow Rate: RT Saturation Flow Rate: Major LT Shared Lane Prob of Queue -free State: (pcphpl) (pcphpl) 111 1497 269 269 1.00 3800 1900 1.00 1480 275 275 0.97 Step 3: TH from Minor Street NB Conflicting Flows: (vph) Potential Capacity: (pcph) Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) Prob. of Queue -free State: Step 4: LT from Minor Street NB Conflicting Flows: (vph) Potential Capacity: (pcph) Major LT, Minor TH Impedance Factor: Adjusted Impedance Factor: Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) SB 2979 20 0.97 19 1.00 SB 2979 13 0.97 0.97 0.97 13 Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 3 **************************************************************** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L SB R EB L 8 13 > 7 584 > 7 275 24 344.2 F 344.2 13.4 Intersection Delay = 1.5 0.1 Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge Current Noon Hour SIGNAL94 /TEAPAC[V1 L1.4] - Summary of Parameter Values Intersection Parameters 01/24/ ** 11:32:35 z wi 042: METROAREA NONCBD v 0 LOSTTIME 3.0 N LEVELOFSERVICE C S In =' NODELOCATION 0 0 J H w O: Approach Parameters 2� : APPLABELS N E S W u...< g GRADES .0• .0 1.0 .0 a PEDLEVELS 0 2 0 0 •PARKINGSIDES NONE NONE NONE NONE 1-. i`. PARKVOLUMES. 0 0 0 0 BUSVOLUMES H:O. • 0 1 0 0 z E- RIGHTTURNONREDS 0 0 0 300 Ill ?� .Dp Movement Parameters i0 N MOVLABELS RT •TH LT RT TH LT RT TH LT RT TH LT LIJ VOLUMES 0 0 0 0 400 152 62 0 1080 1216 288 0 H 0 WIDTHS .0 .0 .0 .0 24.0 12.0 .0 24.0 .0 24.0 12.0 .0 LL O LANES 0 0 0 0 2 1 0 2 0 2 1 0 UTILIZATIONS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 W N! U TRUCKPERCENTS .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 = PEAKHOURFACTORS 1.00 1.00 1.00 1.00 .85 .85 .80 1.00 .80 .85 .85 .90 0I-; ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS NO NO NO NO YES YES YES NO YES YES YES NO REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00.1.00 1.00 1.00 1.00 1.00 1.00 1.0.0 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 0 0 0 0 3792 633 0 3581 0 3230 1900 0 Phasing Parameters SEQUENCES 11 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET .00 1 CYCLES 70 120 10 PEDTIME .0 0 GREENTIMES 34.04 27.96 YELLOWTIMES 4.00 4.00 CRITICALS 8 6 EXCESS 0 Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge Current Noon Hour SIGNAL94 /TEAPAC[V1 L1.4] - Evaluation of Intersection Performance Sq 11 ( Phase 1 ( Phase 2 * * / ** I North <* + + ++ * v * *> * * < + + ++ * * ** v + + + +> + + ++ v G /C= .486 G= 34.0" Y +R= 4.0" OFF= .0% G /C= .399 G= 28.0" Y +R= 4.0" OFF =54.3% 01/24/ ** 11:31:52 C= 70 sec G= 62.0 sec = 88.6% Y= 8.0 sec = 11.4% Ped= .0 sec = .0% MVMT TOTALS N Approach Param:Units RT TH LT AdjVol: vph Wid /Ln:ft /# g/C Rqd @C:% g/C Used: % SV @E:. vph Svc Lvl:LOS Deg Sat:v /c Avg Del:s /v Tot Del:min #.Stops:veh 0 0 0 0/0 0/0 0/0 0 0 ... 0 0 0 .0 0 0 0 E Approach S Approach W Approach Int RT TH LT RT TH LT RT TH LT Total 0 495 179 0/0 24/2 12/1 0 16 36 0 41 41 0 1569 262 81 0 0/0 24/2 0 43 0 50 0 1793 1417 1218 339 0 3729 0/0 24/2 12/1 0/0 0 39 22 0 0 100 41 0 0 3230 786 0 7640 .00 .00 .00 .0 .0 .0 0 0 0 0 0 0 B+ C+ .00 .31 .68 .0 14.3 27.4 0 29 20 0 83 37 B A B+ B+ .00 .83 .00 .38 .43 .00 .57 .0 18.0 .0 .3 16.0 .0 12.0 0 112 0 2 23 0 186 0 322 0 0 60 0 502 Max Que:veh 0 0 Max Que: ft 0 0 APPR TOTALS Param:Units AdjVol: vph Svc Lvl:LOS Deg Sat:v /c Avg Del:s /v Tot Del:min # Stops:veh Max Que:veh Max Que: ft 0 0 11 4 0 0 141 102 N Approach 0 0 29 0 364 0 0 8 0 52 0 25 193 0 364 E Approach 674 S Approach 1498 Int W Approach Total 1557 3729 .00 .0 0 0 B .41 17.8 49 120 B .83 18.0 112 322 A B+ .39 .57 3.7 12.0 25 186 60 502 0 0 15 141 29 8 52 364 193 364 z w 6U 00 �0. J = U_ w0 g 11 u. a =w t- 0 Z 1- D o. O co 1- 11J w. O 1- L ..z w UN H =. 0~ z Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge Current Noon Hour 01/24/ ** 11:31:43 SIGNAL94 /TEAPAC[V1 L1.4] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v /c) .57 Vehicle Delay 7.8 Level of Service B+ Sq 11 * * /** /•\ North Phase 1 Phase 2 <* *> + + ++ * * v * G /C= .486 G= 34.0" Y +R =.4.0" OFF= .0% G /C= .399 G= 28.0" Y +R= 4.0" OFF =54.3% C= 70 sec G= 62.0 sec = 88.6% Y= 8.0 sec = 11.4% Ped= .0 sec = .0% Lane 'Width /' 'g /C I Service Rate' Adj Group Lanes Reqd • Used @C (vph) @E Volume v/c HCM L 90% Max Delay S Queue S Approach 12.3 B (LT +TH +RTI 24/2 1 .430 1 .501 1. 1771 1 1793 1 1498 1 .835 1 12.3 I *B 1 364 ftl E Approach 10.8 B TH LT 1 12/1 I .356 I .414 1522 ( 1569 262 I 179 I .683 I 15.7 I *C B+ 141 ft +I 102 ftl W Approach 2.1 A I TH 1 12/1 1 .219 11.000 .414 3230 1 3230 786 1218 I .431 1 9.77 I B+ 193 ft . 11 z re 2LIJ JV. 0 ' cnW J = H U) ti WO lL <. CO 10 , �.w zI 1- O ZH w Uo 'O rn. 1- wW U' oco 2: 01- z Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** File Name STOR- C1P.HCO Streets: (N -S) Denny's Driveway (E -W) Southcenter Boulevar Major Street DirectionEW Length of Time Analyzed60 (min) Analyst C. V. Brown Date of Analysis 1/19/0 Other Information Current P.M. Peak Hour Two -way Stop - controlled Intersection No. Lanes Stop /Yield Volumes PHF Grade MC's ( %) SU /RV's ( %) CV's ( %) PCE's Eastbound L T R 1 2< 0 N 26 1390 0 .95 .95 .95 0 0 0 0 0 0 .0 0 0 0 1.1 1.1., 1.1 Westbound L T R 0> 2< 0 N 0 2047 19 .95 .95 .95 0 0 0 0 0 0 0 0 .0 ,0 1.1 1.1 1.1 Northbound L T R 0 0 0 0 Vehicle Maneuver Adjustment Factors Critical Gap (tg) z 1 t_ z' re 61'1 J U. 0 N 0' cn w' w =, J Southbound CO LL L T - - -R ,. w0; 0 > - - -1< 0 g z LL 13 0 29 = d. .95 .95 .95 Z H -1 0 0 0 z0 0 0 0 ww, 0 0 0 2D 1.1 1.1 1.1 . m 01--' ww H U uiz. Follow -up 0 = Time (tf) R. z Left Turn Major Road 5.50 Right Turn Minor Road 5.50 Through Traffic Minor Road 6.50 Left Turn Minor Road 7.00 2.10 2.60 3.30 3.40 Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** z WorkSheet for TWSC Intersection ,_►-=', , 1-Z. re 2 Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 1033 0-J0 Potential Capacity: (pcph) 415 • N 0' Movement Capacity: (pcph) 415 w z. Prob. of Queue -free State: 0.92 -'._ N LL: Step 2: LT from Major Street WB EB Conflicting Flows: (vph) 1390 2066 g Q', Potential Capacity: (pcph) 308 133 CO Movement Capacity: (pcph) 308 133 = w. Prob. of Queue -free State: 1.00 0.77 ai TH Saturation Flow Rate: (pcphpl) 3800 ? h'' RT Saturation Flow Rate: (pcphpl) 1900 z Major LT Shared Lane Prob. of Queue -free State: 1.00 2 D D :0 N.` Step 3: TH from Minor Street NB SB 01- Conflicting Flows: (vph) 3472 vt Potential Capacity: (pcph) 10 'L 0 Capacity Adjustment Factor - z due to Impeding Movements 0.77 w c` Movement Capacity: (pcph) 8 v i, Prob. of Queue -free State: 1.00 0 i-' z. Step 4: LT from Minor Street NB SB Conflicting Flows: (vph) 3472 Potential Capacity: (pcph) 6 Major LT, Minor TH Impedance Factor: 0.77 Adjusted Impedance Factor: 0.77 Capacity Adjustment Factor due to Impeding Movements 0.77 Movement Capacity: (pcph) 5 Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 3 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L SB R EB L 15 5 > > > 16 * F * 34 415 > > > 30 133 34.9 Intersection Delay = 50.9 The calculated delay was greater than 999.9 sec. 0.6 Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** File Name STOR- C2P.HCO Streets: (N -S) North Hill Apts. Major Street DirectionEW Length of Time Analyzed60 (min) Analyst C. V. Brown Date of Analysis 1/19/0 Other Information Current P.M. Peak Hour (E -W) Southcenter Boulevar Two -way Stop - controlled Intersection No. Lanes Stop /Yield Volumes PHF Grade MC's ( %) SU /RV's ( %) CV's ( %) PCE's Eastbound L T R 1 2< 0 N 9 1406 0 .95 .95 .95 0 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Westbound L T R 0> 2< 0 N 0 2078 10 .95 .95 .95 0 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Northbound L T R 0 0 0 0 Southbound L T R 0> 1< 0 7 0 2 .95 .95 .95 -1 0 0 0 0 0 0 0 .0 0 1.1 1.1 1.1 Vehicle Maneuver Adjustment Factors Critical Gap (tg) Left Turn Major Road Right Turn Minor Road Through Traffic Minor Road Left Turn Minor Road 5.50 5.50 6.50 7.00 Follow -up Time (tf) 2.10 2.60 3.30 3.40 Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WorkSheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 1044. Potential Capacity: (pcph) 410 Movement Capacity: (pcph) 410 Prob. of Queue -free State: 1.00 Step 2: LT from Major Street WB EB Conflicting Flows: (vph) 1406 Potential Capacity: (pcph) 302 Movement Capacity: (pcph) 302 Prob. of Queue -free State: 1.00 TH Saturation Flow Rate: (pcphpl) 3800 RT Saturation Flow Rate: (pcphpl) 1900 Major LT Shared Lane Prob. of Queue -free State: 1.00 2088 130 130 0.92 Step: 3: TH from Minor Street NB SB . Conflicting Flows: (vph) 3498 Potential Capacity: (pcph) 10 Capacity Adjustment Factor ,1 -.• due to Impeding Movements 0.92 Movement Capacity: (pcph) 9 Prob. of Queue -free State: 1.00 Step 4: LT from Minor Street NB SB Conflicting Flows: (vph) 3498 Potential Capacity: (pcph) 6 Major LT, Minor TH Impedance Factor: 0.92 Adjusted Impedance Factor: 0.92 Capacity Adjustment Factor due to Impeding Movements 0.92 Movement Capacity: (pcph) 6 s < uU Jiro s -ti P:dtY;E'„eiiAltsegadlo:,1 1'wyn ,01,1 ' Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 3 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L SB R 8 6 > > > 7 * F * 2 410 > > > EB L 10 130 30.0 D 0.2 Intersection Delay = 5.5 *.The calculated delay was greater than 999.9 sec. Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge Current P.M. Peak Hour SIGNAL94 /TEAPAC[V1 L1.4] - Summary of Parameter Values Intersection Parameters METROAREA LOSTTIME LEVELOFSERVICE NODELOCATION NONCBD 3.0 C S 0 0 Approach Parameters APPLABELS GRADES PEDLEVELS PARKINGSIDES PARKVOLUMES BUSVOLUMES RIGHTTURNONREDS Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS 'GROUPTYPES SATURATIONFLOWS N .0 0 NONE 0 0 0 E .0 4 NONE 0 1 0 RT TH LT RT TH LT 0 0 0 0 794 111 .0 .0 .0 .0 24.0 12.0 0 0 . 0 0. 2 1 .00 .00 .00 .00 .00 .00 .0 .0 .0 1.00 1.00 1.00 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 0 0 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES .GREENTIMES ;YELLOWTIMES CRITICALS EXCESS • 11 ALL NO NO YES YES 70 120 23.02 38.98 4.00 4.00 8 6 0 .0 .0 .0 1.00 .85 .85 3 3 3 NO YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3792 357 NO NO YES YES 10 S 1.0 0 NONE 0 0 0 RT TH LT 21 0 1294 .0 24.0 .0 0 2 0 .00 .00 .00 .0 .0 .0 .80 1.00 .80 3 3 3 YES NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3595 0 LEADLAGS OFFSET PEDTIME. 01/24/ ** 11:37:09 W .0 0 NONE 0 0 300 RT TH LT 957 456 0 24.0 12.0 .0 2 1 0 .00 .00 .00 .0 .0 .0 .85 .85 .90 3 3 3 YES YES NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 3230 1900 0 NONE NONE .00 1 .0 0 U 11+,: :ta3Sf?3.+`.t'Ve: ,4V �c(ifitYftrl33A.tit6 flAzt444, 4Z. Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge Current P.M. Peak Hour SIGNAL94 /TEAPAC[V1 L1.4) - Evaluation of Intersection Performance Sq 11 Phase 1 Phase 2 1 * * / ** / \ North <* + + ++ * v * *> * * < + + ++ * * ** v + + + +> + + ++ v G /C= .329 G= 23.0" Y +R= 4.0" OFF= .0% G /C= .557 G= 39.0" Y +R= 4.0" OFF =38.6% C= 70 sec 01/24/ ** 11:35:10 G= 62.0 sec = 88.6% Y= 8.0 sec = 11.4% Ped= .0 sec = .0% MVMT TOTALS N Approach E Approach S Approach W Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 0 0 0 0 Wid /Ln:ft /# 0/0 0/0 0/0 0/0 g/C Rqd @C:% 0 0 0 0 g/C Used: % 0 0 0 0 SV @E: vph 0 0 0 0 Svc Lvl:LOS Deg Sat:v /c Avg Del:s /v Tot Del:min # Stops:veh Max .Que:veh Max Que: ft 981 131 24/2 12/1 28 46 57 57 2166 204 27 0 1698 873 536 0 4246 0/0 24/2 0/0 24/2 12/1 0/0 0 49 0 29 32 0 0 34 0 100 57 0 0 1233 0 3230 1085 0 7918 B+ B D A B+ C+ .00 .00 .00 .00 .45 .64 .00 1.40 .00 .27 .49 .00 .81 .0 .0 .0 .0 9.2 23.2 .0146.1 .0 .2 10.3 .0 63.5 0 0 0 .0 38 13 0 1050 0 1 23 0 1125 0 0 0 0 142 22 0 431 0 0 80 0 675 0 0 0 0 16 2 0 0 0 0 204 55 APPR TOTALS Param:Units N Approach AdjVol: vph Svc Lvl:LOS Deg Sat:v /c Avg Del:s /v Tot Del:min # Stops:veh Max Que:veh Max Que: ft E Approach 0 0 154 0 0 9 0 1931 0 25 223 0 181 0 1931 S Approach W Approach Int Total 1112 1725 1409 4246 B+ D A .00 .47 1.40 .35 .0 10.8 146.1 4.0 0 51 1050 24 0 164 431 80 C+ .81 63.5 1125 675 0 0 18 204 154 1931 9 223 181 1931 • ql Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge Current P.M. Peak Hour 01/24/ ** 11:35:02 SIGNAL94 /TEAPAC[V1 L1.4] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v /c) .81 Vehicle Delay 16.5@ Level of Service C+ @ expect more delay due to extreme v /c's (see EVALUATE) Sq 11 Phase 1 Phase 2 1 * * / ** / \ North <* + + ++ * v *> * * G /C= .329 G= 23.0" Y +R= 4.0" OFF= .0% G /C= .557 G= 39.0" Y +R= 4.0" OFF =38.6% C= 70 sec G= 62.0 sec = 88.6% Y= 8.0 sec = 11.4% Ped= .0 sec = .0% 1 Lane !Width/ l g/C l Service Rate Adj l ( HCM ( L 190% Max Group Lanes Reqd Used @C (vph) @E Volume v/c Delay S Queue S Approach 34.6@ D ILT +TH +RTI 24/2 1 .487 1 .343 1 1165 1 1233 ( 1725 11.399 1 34.6 @I *D 1 551 ft) E Approach 6.4 B+ .281 TH LT l 12/1 l .464 l .571 l 2166 171 1 2166 204 l 131 l .642 l 11.2 l *B +l 204 55 ftl W Approach 2.3 A .0 l TH 1 12/1 I .319 11.000 .571 1 1056 1 1085 I 536 l .494 I 6.1 1 B+ 223 ft Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * *g * ** File Name STOR- P2A.HCO Streets: (N -S) North Hill Apts. Major Street DirectionEW Length of Time Analyzed60 (min) Analyst C. V. Brown Date of Analysis 1/19/0 Other Information A.M. Peak Hour W /Mini- Storage Two -way Stop - controlled Intersection (E -W) Southcenter Boulevar No. Lanes Stop /Yield Volumes PHF Grade MC'.s ( %) SU /RV's ( %) CV's ( %) PCE's Eastbound L T R 1 2< 0 ' N 2 897 0 .95 .95 .95 0 0. 0 0 0 0 0 0 0 . 0 1.1 1.1 1.1 Westbound - - -L T R 0> 2< 0 N 0 733 3 .95 .95 .95 0 0 0 0 0 0 0 0 0. 0 1.1 1.1 .1.1 Northbound 0 0 0 Southbound L T R 0> 1< 0 8 0 9 .95 .95 .95 -1 0 0. 0 0 0 0 0 0 0 1.1 1.1 •1.1 Vehicle Maneuver Adjustment Factors Critical Follow -up Gap (tg) Time (tf) Left Turn Major Road Right Turn Minor Road Through Traffic Minor Road Left Turn Minor Road 5.50 5.50 6.50 7.00 2.10 2.60 3.30 3.40 Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WorkSheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 368 Potential Capacity: (pcph) 901 Movement Capacity: (pcph) 901 Prob. of Queue -free State: 0.99 ' Step 2: LT from Major Street. WB EB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue -free State: TA Saturation Flow Rate: (pcphpl) RT' Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -free State: 897 566 566 1.00 3800 1900 1.00 736 690 690 1.00 Step 3: TH from Minor Street NB SB Conflicting Flows: (vph) 1634 Potential Capacity: (pcph) 121 Capacity Adjustment Factor due to Impeding Movements 1.00 Movement Capacity: (pcph) 121 Prob. of Queue -free State: 1.00 Step•4: LT from Minor Street NB SB Conflicting Flows: (vph) Potential Capacity: (pcph) Major LT, Minor TH Impedance Factor: Adjusted Impedance Factor: Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) 1634 96 1.00 1.00 1.00 96 q"t z ,1- W 6 'U O to o w =. J H N w; w0 ga u_ <.. z� z a .° i0 -, W W': H V O' . z• H i z Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 3 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L SB R EB L 2 690 5.2 Intersection Delay = 0.2 9 96 > > > 181 22.2 D 22.2 10 901 > > > 0.0 U) w. w =: W 0' g u. = d` 1-: w, I- O: Z ui t0 N1. ,o w wl. V; U '. ,0 F'' z Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge A.M. Peak Hour W /Project SIGNAL94 /TEAPAC[V1 L1.4] - Summary of Intersection Parameters METROAREA LOSTTIME LEVELOFSERVICE NODELOCATION NONCBD 3.0 C S 0 0 Approach Parameters APPLABELS GRADES PEDLEVELS PARKINGSIDES PARKVOLUMES BUSVOLUMES RIGHTTURNONREDS Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT 0 • .0 .00 • .0 1.00 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES . GREENTIMES YELLOWTIMES CRITICALS EXCESS .0 0 NONE 0 0 0 TH LT 0 0 .0 .0 0 0 .00 .00 .0 .0 1.00 1.00 3 3 NO NO 4.0 4.0 5.0 5.0 1900 .1900 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM 0 0 11 NO YES 70 25.93 4.00 8 0 ALL NO YES 120 36.07 4.00 11 RT 0 .'0 0 .00 .0 1.00 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 Parameter Values .0 2 NONE 0 1 0 TH LT 490 40 24.0 12.0 2 1 .00 .00 .0 .0 .85 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 3792 .85 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 826 NO NO YES YES 10 1.0 0 NONE 0 0 0 RT TH 54 0 .0 .00 .0 .80 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 24.0 2 .00 .0 1.00 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 3534 LT 246 .0 .00 .0 .80 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 LEADLAGS OFFSET PEDTIME RT 480 24.0 2 .00 .0 .85 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 3230 01/24/ ** 11:41:50 .0 0 NONE 0 0 15 TH 245 12.0 1 .00 .0 .85 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 1900 NONE .00 .0 LT 0 .0 .00 .0 .90 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 NONE 1 0 6 Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge A.M. Peak Hour W /Project SIGNAL94 /TEAPAC[V1 L1.4] - Evaluation of Intersection Performance Sq 11 Phase 1 1 Phase 2 * * / ** / \ North <* + + ++ * v •* *> * * G /C= .370 G= 25.9" Y +R= 4.0" OFF= .0% G /C= .515 G= 36.1" Y +R= 4.0" OFF =42.8% 01/24/ ** 11:40:51 C= 70 sec G= 62.0 sec = 88.6% Y= 8.0 sec = 11.4% Ped= .0 sec = .0% MVMT TOTALS , N Approach Param:Units AdjVol: vph Wid /Ln:ft /# g/C Rqd @C:% g/C Used: % SV @E: vph Svc Lvl:LOS Deg Sat:v /c Avg Del:s/v Tot Del:min # Stops:veh Max Que:veh Max Que: ft APPR TOTALS Param:Units AdjVol: vph Svc Lvl:LOS Deg Sat:v /c Avg Del:s /v Tot Del:min # Stops:veh Max Que:veh Max Que: ft E Approach RT TH LT RT TH LT 0 0 0 0 605 47 -. 0/0 0/0 0/0 0/0 24/2 12/1 0 0 0 0 19 0 0 0 0 • .0 53 53 0 0 0 0 2008 438 S Approach W Approach Int RT TH LT RT TH LT Total 70 0 0/0 24/2 0 14 0 38 0 1360 323 618 288 0 1951 0/0 24/2 12/1 0/0 0 22 19 0 0 100 53 0 0 3230 1006 0 8042 .00 .00 .0 .0 0 0 0 • 0 B+ B+ B+ A B+ .00 .00 .30 .11 .00 .29 .00 .19 .29 .00 .0 .0 9.6 8.7 .0 15.4 .0 .1 9.8 .0 0 00 24 2 0 25 0 0 12 0 0 0 85 6 0 68 0 0 40 0 A .26 7.8 63 199 0 0 0 0 11 0 0 0 0 138 1 0 9 25 0 118 N Approach E Approach 0 652 0 0 5 0 25 132 S Approach 393 0 26 0 138 W Approach 906 .00 .0 0 0 B+ .29 9.5 26 91 B+ .29 15.4 25 .68 A .22 3.2 12 40 0 0 12 138 9 118 5 132 Int Total 1951 A .26 7.8 63 199 26 138 1r ... _..M... __._.,.._......._...._......_ ... a"c aa".a. ..,..,......._.. z • =H z 11, 00 CO 0 WI J E- N LL W0. 2 Q: cn =d I- W ?� 1- 0' z i. ui 0 0 -' 0 1-' tIJ = U, 0 ui Z = O~ z Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge A.M. Peak Hour W /Project SIGNAL94 /TEAPAC[V1 L1.4] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v /c) .26 Vehicle Delay Sq 11 I Phase 1 I Phase 2 * * / ** North <* + + ++ * v * *> * * G /C= .370 G =, 25.9" Y +R= 4.0" OFF= .0% G /C= .515 G= 36.1" Y +R= 4.0" OFF =42.8% C= 70 sec 01/24/ ** 11:40:43 4.8 Level of Service A G= 62.0 sec = 88.6% Y= 8.0 sec = 11.4% Ped= .0 sec = .0% Lane (Width /( g/C I Service Rate Adj Group Lanes' Reqd Used @C (vph) @E `Volume HCM L v/c Delay I S , 90% Max Queue S Approach 9.7 B+ LT +TH +RTI'24 /2 I .139 I .385 I 1303 1 1360 I 393 I .289 I 9.7 I *B +I 118 ftl E Approach 5.9 B+ TH LT 1 12/1 I .000 I .530 1 1396 1 2438 ( 647 I .107 I 5.3 I B +I 125 ftI W Approach 1.9 A TH 1 12 /1• .192 11.000 .530 3230 1 3230 1006 288 I .286 I 5.9 I *B +I 132 ft si Center For Microcomputers In Transportation RCS.: Unsignalized Intersection Release 2.1 Page 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** File Name STOR- P2N.HCO Streets: (N -S) North Hill Apts. (E -W) Southcenter Boulevar Major Street DirectionEW Length of Time Analyzed60 (min) Analyst C. V. Brown Date of Analysis 1/19/0 Other Information Current Noon Hour W /Mini- Storage Two -way Stop - controlled Intersection No. Lanes Stop /Yield Volumes PHF Grade MC's ( %) SU /RV's ( %) CV's ( %) PCE's ... Eastbound L T R 1 2< 0 N 7 1497 0 .95 .95 .95 0 0 0 0 0 0 0 0 0 0 1.1 1.1. 1.1 Westbound L T R 0> 2< 0 N 0 1472 9 .95 .95 .95 0 0 0 0 0 0 0 0 0- 0 1.1 1.1 1.1 Northbound L T R 0 0 0 0 Southbound L T R 0> 1< 0 8 0 7 .95 .95 .95 -1 0 0 .0 0 0 0 0 0 0 1.1 1.1 1.1 Adjustment Factors Vehicle Critical Follow -up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.50 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 3.40 G�7 rdK:iivimitii:KiHc55:' z 1 z. w. aate' J V 0o co 0 w =' J � w0 u.¢ =a _. Z 1- 0 Z 1- 2 0 S12. U0 w w, =U _ Z, w z • Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 **************************************************************** WorkSheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 740 Potential Capacity: (pcph) 584 Movement Capacity: (pcph) 584 Prob. of Queue-free State: 0.99 Step 2: LT from Major Street WE EB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue-free State: TH Saturation Flow Rate: (pcphpl) RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue-free State: 1497 269 269 1.00 3800 1900 1.00 1481 275 275 0.97 Step 3: TH from Minor Street NB SB Conflicting Flows: (vph) 2980 Potential Capacity: (pcph) 20 4Capacity Adjustment Factor due to Impeding Movements 0.97 Movement Capacity: (pcph) 19 Prob. of Queue-free State: 1.00 Step 4: LT from Minor Street NB SB Conflicting Flows: (vph) 2980 Potential Capacity: (pcph) 13 Major LT, Minor TH Impedance Factor: 0.97 Adjusted Impedance Factor: 0.97 Capacity Adjustment Factor . due to Impeding Movements 0.97 Movement Capacity: (pcph) 13 • • Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 3 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L 9 13 > > > 24 397.6 F 397.6 SB R 8 584 > > > EB L 8 275 13.5 C 0.1 Intersection Delay = 2.0 Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge Noon Hour W /Project SIGNAL94 /TEAPAC[V1 L1.4] - Intersection Parameters METROAREA LOSTTIME LEVELOFSERVICE NODELOCATION Summary of Parameter Values NONCBD 3.0 C S 0 0 Approach Parameters APPLABELS GRADES PEDLEVELS PARKINGSIDES PARKVOLUMES BUSVOLUMES RIGHTTURNONREDS Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT O .0 .00 .0 1.00 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS N . 0 0 NONE 0 0 0 TH LT 0 0 .0 .0 0 0 .00 . 0 1.00 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 .00 .0 1.00 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 11 ALL NO NO YES YES 70 120 34.05 27.95 4.00 4.00 8 6 0 E .0 2 NONE 0 1 0 RT TH 0 400 . 0 24.0 0 2 .00 .00 . 0 .0 1.00 .85 3 3 NO YES 4.0 4.0 5.0 5.0 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM 0 3792 LT 152 12.0 1 .00 .0 .85 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 633 NO NO YES YES 10 RT 62 .0 .00 .0 .80 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 S 1.0 0 NONE 0 0 0 TH 0 24.0 2 .00 .0 1.00 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 3581 LT 1081 . 0 .00 . 0 .80 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 LEADLAGS OFFSET PEDTIME RT 1217 24.0 2 .00 .0 .85 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 3230 01/24/ ** 11:52:01 W . 0 NONE 0 0 300 TH 288 12.0 1 .00 . 0 .85 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 1900 NONE .00 .0 LT 0 .0 0 .00 .0 .90 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 NONE 1 0 r)- Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge Noon Hour W /Project SIGNAL94 /TEAPAC[V1 L1.4) - Evaluation of Intersection Performance Sq 11 Phase 1 Phase 2 * * / ** North <* + + ++ * v *> * * < + + ++ * * ** v + + + +> + + ++ v G /C= .486 G= 34.0" Y +R= 4.0" OFF= .0% G /C= .399 G= 28.0" Y +R= 4.0" OFF =54.4% C= 70 sec G= 62.0 sec = 88.6% Y= 8.0 sec = 11.4% Ped= MVMT TOTALS Param:Units AdjVol: vph Wid /Ln:ft /# g /.0 Rqd @C:% g/C Used: % SV @E: vph Svc Lvl:LOS Deg Sat:v /c Avg Del:s /v Tot Del:min # Stops:veh N Approach. RT TH LT 0 0 0 0/0 0/0 0/0 0 0 0 0 • 0 0 0 0 0 01/24/ ** 11:51:19 .0 sec = .0% E Approach S Approach W Approach Int RT TH LT RT TH LT RT TH LT Total 0 49'5 179 0/0 24/2 12/1 0 16 36 0 41 41 0 1569 262 81 0 1418 1219 339 0 3731 0/0 24/2 0/0 24/2 12/1 0/0 0 43 0 39 22 0 0 50 0 100 41 0 0 1793 0 3230 786 0 7640. .00 .00 .00 .0 .0 .0 0 0 0 0 0 0 B+ C+ .00 .31 .68 .0 14.3 27.4 0 29 20 0 83 37 B .00 .84 .0 18.0 0 112 0 322 A B+ B+ .00 .38 .43 .00 .57 .0 .3 16.0 .0 12.0 0 2 23 0 186 0 0 60 0 502 Max Que:veh 0 Max Que: ft 0 0 0 0 11 4 0 0 0 141 102 APPR TOTALS Param:Units N Approach AdjVol: vph Svc Lvl:LOS Deg Sat:v /c Avg Del:s/v Tot Del:min # Stops:veh Max Que:veh Max Que: ft 0 E Approach 674 0 29 0 364 0 0 8 0 52 0 25 193 0 364 S Approach 1499 Int W Approach Total 1558 3731 .00 .0 0 0 B .41 17.8 49 120 B .84 18.0 112 322 A B+ .39 .57 3.7 12.0 25 186 60 502 0 0 15 29 8 52 141 364 193 364 z ,_r- 6 U O` co W = • N LL w0 u_Q w _ z� Z F- LU 0 O .w O Z w -I O� Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge Noon Hour W /Project 01/24/ ** 11:51:11 SIGNAL94 /TEAPAC[V1 L1.4] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v /c) .57 Vehicle Delay 7.8 Level of Service B+ Sq 11 I Phase 1 1 Phase 2 * * / ** / \ North <* *> + + ++ * v * < + + ++ * * ** v + + + +> + + ++ v G /C= .486 G= 34.0" Y +R= 4.0" OFF= .0% G /C= .399 G= 28.0" Y +R= 4.0" OFF =54.4% C= 70 sec G= 62.0 sec = 88.6% Y= 8.0 sec = 11.4% Ped= .0 sec = .0% ILane (Width/ l g/C l Service Rate Adj l HCM L 190% Max Group I Lanes Reqd Used @C (vph) @E Volume v/c Delay S Queue S Approach 12.3 B ILT +TH +RTI 24/2 1 .431 1 .501 1 1771 1 1793 1 1499 1 .836 1 12.3 *B 1 364 ftl .-.. 10.8 B 1 24/2 12/1 .158 .356 i .414 ( 1522 217 l 1569 262 l 179 l .683 l 15.7 l *C +) 102 ft W Approach 2.1 A RT TH l 12/1 i .219 11.000 .414 l 3230 730 ( 3230 786 ( 1219 339 l .431 l 9.77 l B A 25 +l 193 ft artnarF-'.� r o +F�:M. W i i:tk n.' $ffwaw`S`rANN c'Amla dwf oo:t1:Vfk�{Wd~,bY.nY.y:R!ty Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** File Name STOR- P2P.HCO Streets: (N -S) North Hill Apts. (E -W) Southcenter Boulevar Major Street DirectionEW Length of Time Analyzed60 (min) Analyst C. V. Brown Date of Analysis 1/19/0 Other Information P.M. Peak Hour W /Mini- Storage Two -way Stop - controlled Intersection No. Lanes Stop /Yield Volumes PHF Grade MC's ( %) SU /RV's ( %) CV's ( %) PCE's Eastbound L T R 1 2< 0 N 9 1406, 0 .95 .95 .95 0 0 0 • • 0 0 0 0 .0* 0 0 1.1 1.1 1.1 Westbound L T R 0> 2< 0 N 0 2078 11 .95 .95 .95 0 0 0 0 0 0 0 0 0. 0 1.1 1.1 1.1 Northbound L T R 0 0 0 0 Southbound L T R 0> 1< 0 8 0 3 .95 .95 .95 -1 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Adjustment Factors Vehicle 1, Critical Follow -up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.50 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 3.40 3 ., Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WorkSheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue -free State: 1044 410 410 0.99 Step 2: LT from Major Street WB EB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue -free State: TH Saturation Flow Rate: (pcphpl) RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -free State: 1406 302 302 1.00 3800 1900 1.00 2089 130 130 0.92 Step 3: TH from Minor Street NB SB Conflicting Flows: (vph) 3498 Potential Capacity: (pcph) 10 Capacity Adjustment Factor due to Impeding Movements 0.92 Movement Capacity: (pcph) 9 Prob. of Queue -free State: 1.00 NB SB Step 4: LT from Minor Street Conflicting Flows: (vph) Potential Capacity: (pcph) Major LT, Minor TH Impedance Factor: Adjusted Impedance Factor: Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcoh) 3498 6 0.92 0.92 0.92 6 z Z, J U 00 �o w; LLI I. J N LL w O; 'co LL 1. — d 1-.0! • • Z .111 id gip' U • W— • V• . O • •U N. O z • Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 3 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L 9 • 6 > > > 8 * F * SB R 3 410 > > > EB L 10. 130 30.0 D 0.2 Intersection Delay = 6.6 * :.The.calculated delay was greater than 999.9 sec. 1 Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge P.M. Peak Hour W /Project SIGNAL94 /TEAPACEV1 L1.4] - Summary of Parameter Values Intersection Parameters METROAREA LOSTTIME LEVELOFSERVICE NODELOCATION NONCBD 3.0 C S 0 0 Approach Parameters APPLABELS GRADES PEDLEVELS PARKINGSIDES PARKVOLUMES BUSVOLUMES • RIGHTTURNONREDS Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS" FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS .0 0 NONE 0 0 RT TH LT 0 0 0 .0 .0 .0 0 0 0 .00 .0 1.00 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS . CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS .00 .0 1.00 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 .00 .0 1.00 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 11 ALL NO NO YES YES 70 120 23.02 38.98 4.00 4.00 8 6 0 .0 4 NONE 0 1 0 RT TH 0 794 .0 24.0 0 2 .00 .00 .0 .0 1.00 .85 3 3 NO YES 4.0 4.0 5.0 5.0 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM 0 3792 LT 111 12.0 1 . 00 .0 . 85 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 357 NO NO YES YES 10 S 1.0 0 NONE 0 0 RT TH LT 21 0 1294 .0 24.0 .0 0 2 0 . 00 .00 .00 .0 .0 .0 . 80 1.00 .80 3 3 3 YES NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3595 0 LEADLAGS OFFSET PEDTIME RT 958 24.0 2 .00 .0 .85 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 3230 01/24/ ** 11:54:21 .0 0 NONE 0 0 300 TH LT 456 0 12.0 .0 1 0 .00 .00 .0 .0 .85 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 1900 .90 3 NO 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 NONE NONE .00 1 .0 0 Q • QQ 2 JU U 0: W =. J1-. L, w 0; g a. U D. �w z E-. O. z w ui 0 N. 0 F- ww u. ui z'. U= O 1- z Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge P.M. Peak Hour W /Project SIGNAL94 /TEAPAC[V1 L1.4] - Evaluation of Intersection Performance Sq 11 Phase 1 Phase 2 * * / ** / \ North <* + + ++ * v * *> * * G /C= .329 G= 23.0" Y +R= 4.0" OFF= .0% G /C= .557 G= 39.0" Y +R= 4.0" OFF =38.6% 01/24/ ** 11:53:55 C= 70 sec G= 62.0 sec = 88.6% Y= 8.0 sec = 11.4% Ped= .0 sec = .0% MVMT TOTALS Param:Units AdjVol: vph Wid /Ln:ft /# g/C Rqd @C:% g/C Used: % SV @E: vph Svc Lvl:LOS Deg Sat:v /c Avg Del:s /v Tot Del:min # Stops:veh Max Que:veh Max Que: ft APPR TOTALS Param:Units AdjVol: vph Svc Lvl:LOS Deg Sat:v /c Avg Del:s /v Tot Del:min # Stops:veh Max Que:veh Max Que: ft N Approach E Approach RT TH LT RT TH LT 0 981 131 0/0 24/2 12/1 0 28 46 0 57 57 0 2166 204 S Approach W Approach Int RT TH LT RT TH LT Total 27 0 1698 875, 536 0 4248 0/0 24/2 0/0 24/2 12/1 0/0 0 49 0 30 32 0 0 34 0 100 57 0 0 1233 0 3230 1085 0 7918 .00 .00 .00 .00 ..0 .0 .0 .0 0 0 0 0 0 0 0 0 B+ B .45 .64 9.2 23.2 38 13 142 22 D A B+ C+ .00 1.40 .00 .27 .49 .00 .81 .0146.1 .0 .2 10.3 .0 63.5 0 1050 0 1 23 0 1125 0 431 0 0 80 0 675 0 0 0 0 16 2 0 0 0 0 204 55 N Approach E Approach 0 1112 0 154 0 0 9 0 181 0 1931 0 25 223 0 1931 S Approach 1725 Int W Approach Total 1411 4248 .00 .0 0 0 B+ .47 10.8 51 164 D 1.40 146.1 1050 431 A .36 4.0 24 80 C+ .81 63.5 1125 675 0 0 18 204 154 1931 9 181 223 1931 z w 6 U0 u� w w =' J w0 2 g¢ co 1-- _ z F, I-0 z F- LU uj U� O N. !0 I- Z U' - 0 O: w z; U =. 0 z Van Gard Storage Southcenter Boulevard /62st Avenue S. /'S' Line Bridge P.M. Peak Hour W /Project 01/24/ ** 11:53:44 SIGNAL94 /TEAPAC[V1 L1.4] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v /c) .81 Vehicle Delay 16.5@ Level of Service C+ @ expect more delay due to extreme v /c's (see EVALUATE) Sq 11 Phase 1 1 Phase 2 * * / ** / North <* *> + + ++ * * v < + + ++ * * ** v + + + +> + + ++ v G /C= .329 G= 23.0" Y +R= 4.0" OFF= .0% G /C= .557 G= 39.0" Y +R= 4.0" OFF =38.6% C= 70 sec G= 62.0 sec = 88.6% Y= 8.0 sec = 11.4% Ped= .0 sec = .0% Lane lWidth /i g/C l Service Rate Adj l f HCM L 190% Max Group Lanes Reqd Used @C (vph) @E Volume v/c I Delay S Queue S Approach 34.6@ D LT +TH +RTI 24/2 1 .487 .343 1165 1 1233 1 1725 11.399 1 34.6 @I *D 1 551 ftl E Approach 6.4 B+ TH LT l 12/1 l .464 l .571 l 2166 171 l 2166 204 l 131 l .642 l 11.2 I *B +) 204 55 ftl W Approach 2.3 A lTH l 12/1 ) .319 11.571 i 1056 1 1085 I 536 l .494 l 6.11 I B+ 223 ftl z ce 6 UO. N U) I. J F'- uJ J. S d �w s z� 1- O Z w uj U 0, '0- 0 H` w w: 1- ti O: .z w U =` O - z Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** File Name STOR- P2AR.HCO Streets: (N -S) North Hill Apts. (E -W) Southcenter Boulevar Major Street DirectionEW Length of Time Analyzed60 (min) Analyst C. V. Brown Date of Analysis 1/19/0 Other Information A.M. Peak Hour W /Mini - StOrage & RTO Two -way Stop - controlled Intersection No. Lanes Stop /Yield. Volumes PHF Grade MC's ( %) SU /RV',s ( %) CV's ( %) PCE's Eastbound L T R 1 2< 0 N 2 897 0 .95 .95 .95 0 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Westbound L T R 0> 2 1 N 0 733 3 .95 .95 .95 0 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Northbound L T R 0 0 0 0 Southbound L T R 0> 1< 0 8 0 9 .95 .95 .95 -1 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Adjustment Factors Vehicle Critical Follow -up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.50 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 3.40 • Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WorkSheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 366 Potential Capacity: (pcph) 903 Movement Capacity: (pcph) 903 Prob. of Queue -free State: 0.99 Step 2: LT from Major Street WB EB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue -free State: TH Saturation Flow Rate: (pcphpl) RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -free State: 897 566 566 1.00 3800 1.00 736 690 690 1.00 Step 3: TH from Minor Street NB SB Conflicting Flows: (vph) Potential Capacity: (pcph) Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) Prob. of Queue -free State: 1632 121 1.00 121 1.00 Step 4: LT from Minor Street NB SB . Conflicting Flows: (vph) Potential Capacity: (pcph) Major LT, Minor TH Impedance Factor: Adjusted Impedance Factor: Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) 1634 96 1.00 1.00 1.00 96 z • ��. Jo. CO 0. WI H •u_ _. u):D • s w. F-= .•z 11J uf, U0 0 I-, uj: • - O, iu .0- O H; • •z • Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 3 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L 9 96 > > > 181 22.2 D 22.2 SB. R 10 903 > > > EB L 2 690 5.2 B 0.0 Intersection Delay = 0.2 z • Z, ry J 0 0 cn w w= J W O J LLQ' 2'a' Hw s z� z�. w w• lO N' ww V LI 0 •z', z Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** File Name STOR- P2NR.HCO Streets: (N -S) North Hill Apts. (E -W) Southcenter Boulevar Major Street DirectionEW Length of Time Analyzed60 (min) Analyst C. V. Brown Date of Analysis 1/19/0 Other Information Noon Hour W /Mini- Storage & RTO Two -way Stop - controlled Intersection No. Lanes Stop /Yield Volumes PHF Grade MC's ( %) SU /RV's ( %) CV's ( %) PCE's Eastbound L T R 1 2< 0 N 7 1497 0 .95 .95 .95 0 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Westbound ' L T R 0> 2 1 N 0 1472 9 .95 .95 .95 0 0 0. 0 0 0 0 0 . 0 0 1.1 1.1 1.1 Northbound L T R 0 0 0 0 Southbound L T R 0> 1< 0 8 0 7 .95 .95 .95 -1 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Adjustment Factors Vehicle Critical Follow -up Maneuver Gap (tg) Time (tf) Left Turn Major Road Right Turn Minor Road Through Traffic Minor Road Left Turn Minor Road 5.50 5.50 6.50 7.00 2.10 2.60 3.30 3.40 17( z QQ 2 WD. • J U, :o 0 0'. w= • JF-, co LL: w0:. J . D. a �w z� H O: 1-1 • U cy. (1) ; ;O H = V;. 117 O wz 0~ z Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WorkSheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue -free State: 736 587 587 0.99 Step 2: LT from Major Street • WB EB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue -free State: TH Saturation Flow Rate: (pcphpl) RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -free State: 1497 269 269 1.00 3800 1.'00 1481 275 275 0.97 Step 3: TH from Minor Street NB SB Conflicting Flows: (vph) Potential Capacity: (pcph) Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) Prob. of Queue -free State: 2976 20 0.97 19 1.00 Step 4: LT from Minor Street NB SB Conflicting Flows: (vph) Potential Capacity: (pcph) Major LT, Minor TH Impedance Factor: Adjusted Impedance Factor: Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) 2980 . 13 0. 0. 97 97 0.97 13 z = �- Z J U oo u) o; CO =: w%.1 g J LL C5 �w z: z E-. O' Z I— ul 2 ON W W; F- U Uj ) �' r O Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 3 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App SB L 9 13 > > > 24 397.6 F 397.6 SB R 8 587 > > > EB L 8 275 13.5 C 0.1 Intersection Delay = 2.0 Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** File Name STOR- P2PR.HCO Streets: (N -S) North Hill Apts. (E -W) Southcenter Boulevar Major Street DirectionEW Length of Time Analyzed60 (min) Analyst C. V. Brown Date of Analysis 1/19/0 Other Information P.M. Peak Hour W /Mini- Storage & RTO Two -way Stop - controlled Intersection No. Lanes Stop /Yield Volumes PHF Grade MC's ( %) SU /RV's ( %) CV's ( %) PCE's Eastbound L T R 1 2< 0 N 9 1406 0 .95 .95 .95 0 0 0 0 0 0 0 0 0 • 0 1.1 1.1 1.1 Westbound L T R 0> 2 1 N 0 2078 11 .95 .95 .95 0 0 0 0 0 0 •0 ;..0 0 0 1.1 1.1 1.1 Northbound L T R 0 0 0 0 Southbound L T R 0> 1< 0 8 0 3 ..95 .95 .95 -1 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Adjustment Factors Vehicle Critical Follow -up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.50 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 3.40 Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WorkSheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue -free State: 1039 412 412 0.99 Step 2: LT from Major Street WB EB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob.. of Queue -free State: TH Saturation Flow Rate: (pcphpl) RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -free State: 1406 302 302 1.00 3800 1.00 2089 130 130 0.92 Step 3: TH from Minor Street NB SB Conflicting Flows: (vph) 3493 Potential Capacity: (pcph) 10 Capacity Adjustment Factor due to Impeding Movements 0.92 Movement Capacity: (pcph) 9 Prob. of Queue -free State: 1.00 Step 4: LT from Minor Street NB SB Conflicting Flows: (vph) 3498 Potential Capacity: (pcph) 6 Major LT, Minor TH Impedance Factor: 0.92 Adjusted Impedance Factor: 0.92 Capacity Adjustment Factor due to Impeding Movements 0.92 Movement Capacity: (pcph) 6 • z z rew 6 J U; oO' co 0 W i. w.0 g co I-w z �. F-: O w. 2o = U: O: ti.Z UN O z January 19, 2000 Rebecca Fox 6300 Southcenter Blvd. Tukwila, WA 98188 Dear Ms. Fox: I am a homeowner at Crystal Ridge Condominiums located on Sunwood Blvd. I have received notice regarding Steve Friedman's proposal to build a 600 -unit storage facility on Southcenter Boulevard. The land which has been chosen is directly outside of my back porch. I like to look outside and see blackberry bushes and tall trees. Not the roof or backside of a building, to hear people coming and going with large trucks and all the associated noise or in any other way be disturbed by a project this large outside my back door. I oppose granting approval to this permit! For the same reasons other Crystal Ridge residents have stated, such as; increased traffic, lowered property value for my home, and a diminished view. Also I feel this facility will bring unwanted noise from the tenants of said facility and from Southcenter Boulevard. In my opinion, there are many other places in Tukwila that would be more suited for another mini- storage facility. Please consider this letter in the decision making process. Sincerely, Lisa Edwards 15325 Sunwood Blvd #B -202 Tukwila,WA 98188 I- z J U;. U O N0. wI w O; ix a; co =a. w, z�. z uf :gip' U ON 0 ww U' LL L z U Ns E- I- 0 • z City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director January 18, 2000 Mr. Robert Davey Davey Associates, Architects 385 Front Street N. Issaquah, WA 98027 RE: Mr. Van Gard Self Storage: L99 -0078 Dear Mr. Davey: Staff have had an opportunity to review the materials submitted for the proposed self - storage and have identified the following questions or issues that must be addressed. SEPA DETERMINATION 1. A traffic study is required per the 12/27/99 memo from Raid Tirhi. An additional turn lane may be required based on the study outcome. No SEPA determination can be made until the traffic study is received. Any delay in receiving the traffic study will delay the SEPA determination, as well as the Planning Commission hearing. DESIGN REVIEW Fire Department comments: 2. Fire vehicle access is required to within 150' of any portion of the first floor. This is not currently provided. In the absence of vehicular access to within 150' of any portion of the first floor, the applicant must provide a fire alarm system, including automatic smoke and heat detectors, as well as the required sprinkler system. 3. A fire hydrant is required within 300' of any portion of the building. This is currently not provided. Show fire hydrants on the plan. 4. The "Emergency Access Only" driveway shall be paved with asphalt. No gate is allowed in the R.O.W. In lieu of the gate, removable bollards or posts with chain and cut off lock shall be placed on private property at the property line. Coordination with the Fire Department is required. Call Mike Alderson at 206 - 433 -1859. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 •, Fax 206 431-3665 z w, re 2 6 J U: 0 0: 0) 0 U) w. W =: W 0 gQ D. a =w z� Z 0 w Li) uiz`. U to O z 5. An "Emergency Access Only/No Right Turn Allowed" sign shall be placed eastbound on Southcenter Boulevard. Building Division comments: 6. The proposed building is described as a three -story building over two basement levels. The building meets the code criteria for this definition (UBC Section 220) if the finish grade elevations around the building are developed exactly as shown at the south, west, north and east building elevations. A review of the topographic survey indicates that the required elevation of the grade at the west property line cannot be accomplished, given the 12'7" setback to the property line. Consequently, we will be considering the basement level 1 as the first story of a four —story building per UBC Section 220. The following building code issues will result: • Type II, 1 -hour construction: Four stories are acceptable per UBC Table 5B • An automatic fire sprinkler system may not be substituted for one -hour fire resistive construction per UBC Section 508 because it is otherwise required by UBC 904.2.2. • The allowable able area determination must include the area of the first story (UBC Section 504.5 would not apply to this level) • One stair enclosure must extend to the roof level per UBC Section 1003.3.3.11. Public Works comments: 7. The right -of -way which runs along the Southcenter Boulevard property line and the edge of the sidewalk shall be landscaped with grass and trees and maintained by the owner. A maintenance agreement with the owner will be required. 8. The applicant shall submit a copy of the Title Report together with all individual recorded easement documents. O �2 i 7 ,o���.e 9. Identify any and all ti1i ' lines inside the easement along the east side of the property. 4 10. A joint access /maintenance agreement is required for westerly access. The existing access driveway serves other neighboring properties. 11. The storm drainage detention (tank) pipe shall be moved to the north, away from the driving aisle, to avoid Fire Department outrigger placement over the detention pipe. The Fire Department may require a permanent pavement marking e.g. UNDERGROUND VAULT - - -NO OUTRIGGER PARKING) for the detention tank. 12. Submit a preliminary schematic utility plan and surface water design per current King County Surface Water Design Manual. z i 1. w 6 D •0O. co CI w= J 1_ CO u-. w 0: u.¢ z d` �w z' z� z �- LLI • U• � N w w — o, Z, w U to z 13. Geotechnical Report (December 15, 1999 Draft) • Page. 2 - -- "Purpose and Scope" refers to previous geotech reports for the site. Titles of these reports shall be listed together with names of geotech firms and dates of the reports • Page 6— Shored Excavations -4th sentence from end states "...ground anchors may extend into the R.O.W. provided..." This is incorrect. Ground anchors will not be allowed in the R.O.W. 14. All utilities, including frontage, shall be placed underground per the Undergrounding Ordinance. 15. The applicant shall not be permitted to open cut along Southcenter Boulevard. A bore is required for the water tap of the existing water main in the westbound lane of Southcenter Boulevard. 16. For your information at the time of the building permit application: • An erosion prevention and sediment control plan shall be submitted per current King County Surface Water Design Manual; and, .• The Noise Ordinance (TMC 8.22) applies during construction. Planning Division comments: 17. Landscaping required per Zoning Code /Tukwila Department of Community Development shall be placed on private property, not in the right of way. The bioswale cannot encroach into the required landscape area. Stormwater drainage and treatment functions may be provided either through an underground oil /water separator or via a bioswale at another location on the property. 18. Required landscaping shall be sprinklered. 19. Zoning Code requires three loading spaces for buildings over 50,000 square feet. You have provided 2 spaces. 20. The freestanding sign must be set back from the property line a distance which equals its height. At present, the sign is 35 feet tall. It should be set back 35 feet from the property line. 21. Please provide information about the color and materials for all signs, including the "Mr. Van Gard" figure. 22. The proposed building occupies a very visible location along Southcenter Boulevard. Additional modulation and detail (such as the addition of rounded corners, real windows, use of non -metal building materials) for the east, west and south elevations would provide a more "office- like" feel to the project. An example of a self - storage facility which presents a good street appearance in keeping with its neighborhood is the Shurgard building at 1815 12th Avenue on Capitol Hill in Seattle. y,. z • .w 412 6 JU 00 w o. cn w w =: fA �„ wO gQ = d. w z. z� 1–.0 • zI .2 UO O co oI w W. F=- U ..z. U =' z 23. Per Building Division comments (# 6 above), if the grades shown on the plans cannot be built, the building heights must be recalculated to ensure that the final building height is not greater than 35'. Please call me if you would like to discuss any of the comments in this letter either by phone or in a meeting. I can be reached at 205- 431 -3683. As I discussed with Mr. Friedman by telephone on January 11, 2000 and in person today, the February 24 Planning Commission hearing date is very optimistic. The schedule required to make this date will be very tight. Please be advised that we will need to receive from you all of the revisions indicated in this letter not later than January 25, 2000. For its review, staff will require 4 complete sets of the most recent version of all drawings which pertain to the project (signs, cross - sections, landscape, utilities, site plan, floor plan, elevations, topographic and boundary, slopes exceeding 20 %, etc.) by January 25, 2000. Please include a drawing even if changes have not been required for that particular drawing. Be sure that all revisions are included on the drawings as appropriate. After receiving revisions, staff would review the revisions, and could meet with you to discuss any remaining issues. We have a meeting tentatively scheduled for January 27, 2000 at 1 p.m. In order to make the February 24 Planning Commission date, absolutely all issues will need to be fully resolved and we will need to receive complete, final drawings from you by February 2,2000. Otherwise, the next possible date would be March 23, 2000. Sincerely, Rebecca Fox Associate Planner Enclosures: Raid Tirhi letter, 12/27/99 c.c. Joanna Spencer Bob Benedicto Mike Alderson z HZ w J U U 0' cn 0 U w; LU X J w O. g LL. Q: (o 1.__ z , .1--0. z ►- o ww 1--V. .6 0 w z 0 F- z L 01 /A8 /00 13:25 FAX 206 344 6940 THE REGENCE GROUP Ronae Bunger 15335 Sunwood Boulevard C -302 Tukwila, Washington 98188 206 389 7565 (day) 206 241 8107 (evening) January 18, 2000 Rebecca Fox City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 r Ms. Fox, cently receivedyour notice regarding Steven Friedman's (Mr. Van Gard) proposal to build a 600 unit, 000 square foot, 5 story self - storage tacitly at 5950 Southcenter Boulevard. a homeowner at Crystal Ridge Condominiums, located on Sunwood Boulevard, Tukwila; 1 have eral concerns about this project. • 1 am not able to determine the exact location of this structure from the map provided with the Notice of Application. According to that map the property extends to Sunwood Boulevard, and that encompasses property owned by Crystal Ridge. Doyou have a more detailed mapyou could share with me? 1 would be happy to pick that up from your office atyour convenience. • It appears that this construction will rewire the removal of a significant portion of the hill, above which the Crystal Ridge buildings sit. lam concerned that removal of the soil and vegetation will undermine the stabifiy of the buildings and cause structural damage to our property. Additionally, the bushes and trees in that area provide a significant sound barrier to the street and freeway noise. • The Notice of Application drawings indicate that the builders are calling the first 2 levels of the building basements (BSMT 1 & BSMT 2) in order to bypass the ciy's building height limit of 3 stories: According to the drawings, the first of these basements is attstreet level (level to Southcenter Boulevard). • The placement of a structure of this height may well obstruct views from our property, and thereby reduce the property value and reduce the attractiveness of the property to potential buyers. A reduction of our property value will reduce tax revenues to the City. • My final concern is about the increased traffic volume from such a facility. lam sure thatyou have experienced the same traffic congestion problems 1 have, especially during the holiday season, on Southcenter Boulevard. It seems that this facility will only compound the accident frequency at the intersection of 61" and Southcenter Boulevard. Thankyou for considering my comments on this project. I look forward to receiving notification of the City's decision. 1 el002 Sincerely, Ronae Bunger ECE 'ED JAN 1 7.. 2000 DEVLLO T FROM THE DESK OF LISA BEST - \ \,a c k a ka k . 6(5 si a , ,k D r6 c a deck Qj) a UeDkkM,coiod *42 w. orc) bcii)200 ord, oca, 6■) trt E C E W ED JAN 13 2000 mmuNITY 3 DEVELOPMENT • ;H W: • �aa 2. • Wes` J U° U W =; U-i. t .n!• • J = as, • x, • Z. W Wi • .2D, moo; o co: iO = Vi • Z • • .(W) N; Z Th January 14, 2000 Rebecca Fox 6300 Southcenter Boulevard Tukwila, Washington 98188 Dear Ms. Fox: I am a homeowner at Crystal Ridge Condominiums located on Sunwood Boulevard, Tukwila. I recently received your notice regarding Steven Friedman's proposal to build a 600 unit mini-storage facility on Southcenter Boulevard. I have concerns about the location and height of the structure in relation to our property. I am opposed to any building construction which may affect our view or in any way detract from the value of our property. I also am concerned about any increase in traffic to an already heavily-congested traffic area. I hope you will keep in mind the concerns of all Crystal Ridge owners during the permit process and work to preserve our property values. Sincerely, jtet-tee:-.0t- -nee iefrZg —AO 7Y;(-)7 r.77 fr-t r= 1, 7717i) :I V 1•.. L JAN 1 9 2000 Lavada Banks 15315 Sunwood Blvd. #201 Tukwila, WA 98188 Lisa Best 15123 Sunwood Blvd. #G32 Tukwila, WA 98188 -7747 Bonita Brakken 15335 Sunwood Blvd. #C -103 Tukwila, WA 98188 Ronae Bunger 15335 Sunwood Blvd. #C -302 Tukwila, WA 98188 Mr & Mrs F.A. Cox 15335 Sunwood Blvd. #C -104 Tukwila, WA 98188 Lisa Edwards 15325 Sunwood Blvd. #B -202 Tukwila, WA 98188 George R. Evans 15335 Sunwood Blvd #C -201 Tukwila, WA 98188 Daniel & SueAnn Gilmore 15325 Sunwood Blvd. #B -101 Seattle, WA 98168 Maureen Hitchcock 15345 Sunwood Blvd. #D -202 Tukwila, WA 98188 Vinh Huynh 15325 Sunwood Blvd. #B -301 Tukwila, WA 98188 Steve S. Johnson 15345 Sunwood Blvd #301 Seattle, WA 98188 -7862 Sylvia Jones 15310 Sunwood Blvd #F1 -201 Tukwila, WA 98188 Mona Law 15335 Sunwood Blvd. #C -304 Tukwila, WA 98188 Jose Domingo Maldonado 15335 Sunwood Blvd. #A -102 Tukwila, WA 98188 Kristina Lowrey 15325 Sunwood Blvd #B -303 Tukwila, WA 98188 Kathryn J. Moschel, CPA 15335 Sunwood Blvd #C -301 Tukwila, WA 98188 Ross H. Moses 15335 Sunwood Blvd. #B -103 Maria Mueller 15335 Sunwood Blvd. #A -304 Tukwila, WA 98188 Ed Murphy 15345 Sunwood Blvd #D -203 Tukwila, WA 98188 Donna Parry 15315 Sunwood Blvd #A -202 Tukwila, WA 98188 Marcia Ross 15350 Sunwood Bld #F2 -102 Tukwila, WA 98188 Karen Lee Strandberg 15345 Sunwood Blvd. #D -204 Tukwila, WA 98188 1.665e- Fe °Pig e,d X010" Z Q F=- Z Ci w 0O! u) w w =. J F-. wO g7. LL Q _co d, H=. Z1+ Z H: 11J uj, UJ Ui U. P. LLi Z. O~ Lavada Banks 15315 Sunwood Blvd. #201 Tukwila, WA 98188 Lisa Best 15123 Sunwood Blvd. #G32 Tukwila, WA 98188 -7747 Bonita Brakken 15335 Sunwood Blvd. #C -103 Tukwila, WA 98188 Ronae Bunger 15335 Sunwood Blvd. #C -302 Tukwila, WA 98188 Mr & Mrs F.A. Cox 15335 Sunwood Blvd. #C -104 Tukwila, WA 98188 Lisa Edwards 15325 Sunwood Blvd. #B -202 Tukwila, WA 98188 George R. Evans 15335 Sunwood Blvd #C -201 Tukwila, WA 98188 Daniel & SueAnn Gilmore 15325 Sunwood Blvd. #B -101 Seattle, WA 98168 Maureen Hitchcock 15345 Sunwood Blvd. #D -202 Tukwila, WA 98188 Vinh Huynh 15325 Sunwood Blvd. #B -301 Tukwila, WA 98188 Steve S. Johnson 15345 Sunwood Blvd #301 Seattle, WA 98188 -7862 Sylvia Jones 15310 Sunwood Blvd #F1 -201 Tukwila, WA 98188 Mona Law 15335 Sunwood Blvd. #C -304 Tukwila, WA 98188 Jose Domingo Maldonado 15335 Sunwood Blvd. #A -102 Tukwila, WA 98188 Kristina Lowrey 15325 Sunwood Blvd #B -303 Tukwila, WA 98188 Kathryn J. Moschel, CPA 15335 Sunwood Blvd #C -301 Tukwila, WA 98188 Ross H. Moses 15335 Sunwood Blvd. #B -103 Maria Mueller 15335 Sunwood Blvd. #A -304 Tukwila, WA 98188 Ed Murphy 15345 Sunwood Blvd #D -203 Tukwila, WA 98188 Donna Parry 15315 Sunwood Blvd #A -202 Tukwila, WA 98188 Marcia Ross 15350 Sunwood Bld #F2 -102 Tukwila, WA 98188 Karen Lee Strandberg 15345 Sunwood Blvd. #D -204 Tukwila, WA 98188 Z • • �W t= Us 'U O' UU; v� w• W =: J H; ■• WHO.; . W •Z.I • Z U ON 0 uJ `. • :I— U. O ll.l Z! City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATE: JANUARY 7, 2000 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: STEVEN FRIEDMAN. AGENT: ROBERT DAVEY , FOR GENCOR INC. LOCATION: 5950 Southcenter Boulevard, Tukwila, WA FILE NUMBER: L99 -0078 (Design review) E99 -0033 (SEPA) PROPOSAL: To build a self - storage facility with four stories over one basement including approximately 600 cubicles in 75,000 square feet OTHER REQUIRED LAND USE PERMITS: Development Permit These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on January 21, 2000. This matter is also tentatively scheduled for a public hearing on February 24, 2000. If you are interested in attending the hearing, please contact the Department at (206) 431 -3679 to ensure the hearing is still scheduled for this date. If you cannot submit comments in writing by the cutoff date indicated above, you may still appear at the hearing and give your comments on the proposal before the Planning Commission. If you have questions about this proposal contact Rebecca Fox, Planner -in- charge of this file. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision by the Planning Commission on a project or obtain information on your appeal rights by contacting the Department of Community Development at 431 -3670. A decision from the Planning Commission may be appealed to the City Council. The Department will provide you with information on appeals if you are interested. (over) C: \My Documents \Mr. van gard -- notice of application letter.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Mg vas Gsarzo rer rc a VICINITY MAP NO SCALE JI� IIIIiuu �...: II® 1J _ -matt ® _! ® _ (I III � H eLL'VATION /FRONT) GA5T CLNATIONONI6NT 611,0) )1DRTN CLNATION ORGAN) TCbT CLNATION Uri 6IDG) z Z • 'f' W CL 2 J U 00. W =. : NlL w 0}. J u_ d. �w Z F.... Z t— w N ;. IX 0 wW LI 1=1 IJJ N, 0 z Jan 13 00 03:51p Th GENCOR, INC. 85 South Washington Street #308 Seattle, Washington 98104 January 13, 2000 Ms. Rebecca Fox, Associate Planner City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Re: Genoa/Tukwila —Mr. Van Gard Self Storage- Planning Dates Dear Rebecca; Th 1 Thanks for the update you gave me yesterday on the planning process for the above referenced planning application. We discussed the milestone dates for the project as they relate to getting a completed staff review in time for the project to get on the agenda for the February 24,2000 Planning Commission hearing. We also discussed the need for our team to complete its revisions based your staffs comments by January 21. I told you that my team is prepared to meet the time constraints of that date, providing that we can have your stafrs comment on both design and environmental by next Monday, January 17. I write to confirm that date and ask for your staff's effort in meeting that date. We feel this is important as our December 15, 1999 SEPA submittal to the City would have placed us on a timeline for the January Planning Commission hearing. In light of the short window of construction allowed within the sensitive area this loss of time becomes quite important. The efforts of your staff to finish this review will allow the project to complete the critical excavation work within the City's time restraints. Thank you for your assistance in this matter. Y • . • p. 2 Telephone conversation with Steve Friedman of Friedman Development 1/12/00 Mr. Friedman left me a message and I re plied. He wanted to know the schedule of review for his project since he's eager to develop and is concerned about the slopes and developing within the development "window" (I'm not really sure what this is...) I told him that I was awaiting comments from staff on all aspects of his project but hoped to have the comments within a day or two. I would then package the comments and forward to him and Robert Davey. Mr. Friedman commented that they had already addressed modulation and size issues based on my preliminary comments through a $10,000 revision. I explained to him that my comments had been preliminary "heads up" comments and had not been intended to be acted on. Rather, that we had expected that he would make revisions after getting all the comments. I had been very surprised that Mr. Davey had prepared extensive revisons. I explained to Mr. Friedman that the 2/24 Planning Commission meeting was optimistic. His making that date would be directly dependent on the level of comments that staff had for him and his ability to respond fully and in a timely way. We then went over the schedule...I said that I would need his revisions not later than 1/21 and preferably by 1/19. We could then meet with him on 1/24 or 1/25 to go over. If he then incorporated the comments and had all issues resolved and the final submittal in by 1/31, he could be on the 2/24/00 meeting agenda. If the issues needed more time to be addressed and resolved, his Planning Commission date would be later...i.e. March. ;H- w JU. UO. .0 U: • :co w' w= w0:• a, = ci. z �. H O; z t-� no i0 0:: "Lila —O Z U (A. • 0 • z Sent By: DAVEY ASSOC ARCHITECT; . 392 9612;. Dec- 2 ^-,99 11:54AM; Page 1 Davey Associates; Architects 385 Front Street N Issaquah WA 98027 (425) 392 -6522 Fax1425) 392 -9612 Email davey@seanet.com FAX TRANSMITTAL �-c4 2 �'1 -- r ' / �sN o t---; z • Date: December 29, 1999 re .6 JU 0 To: Rebecca Fox . co ° Tukwila Department of w w. =; Community Development J co Fr w;. 206 431 3665 w o, 3 From: Robert Davey "- a" co D Za 1--_:. No of • z�. sheets 1 incl cover E- o. . z 1- UJ Regarding Mr Van Gard Storage 2 o, o g' Message: In your letter to us dated November 22, you indicated 0 F-, that we should meet to discuss staff design concerns. la tu We have completed all of the corrections and w additional information requested except for the traffic w z report. These items include: :i co • o1- Storm water discussion. z Updated soils report. Property Survey. Site plan corrections i cluding relocating the dumpster; :traffic turn - around an more modulation on the east and west sides of the building. We are ready to meet with staff if this is still planned. ' We would also like to know where we are with the original schedule. Copy: Steve Friedman Memorandum Date: 12/27/99 To: Brian Shelton From: Raid Tirhi RE: Southcenter Self Storage The Transportation Division has reviewed the subject proposal and has determined that it requires a Traffic Impact Analysis (TIA) report with and without the development project to complete its review. The scope of the TIA report should include the following: • Trip generation and distribution. • Conduct a p.m. peak hour traffic count at the Southcenter Blvd. /access driveway intersection and document the number of vehicles utilizing it to get to the ARCO station. • Indicate any traffic conflicts between the proposed development and the ARCO station that could cause potential queuing problems onto Southcenter blvd. • Perform accident and safety analysis for Southcenter Blvd. in the vicinity of the project. • Conduct arterial level of service (LOS) analysis for Southcenter Blvd. in the vicinity of the project site. • Perform p.m. peak hour LOS analysis at the Southcenter Blvd. /access driveway intersection. • Perform actual gap analysis at the access driveway. • Analyze channelization requirements for•the access driveway (check to see if right turn lane warrants are met). • All driveways shall comply with City commercial standards. Driveway widths shall be 25' minimum and 35' maximum. Dept. Of Community Development City of Tukwila • AFFIDAVIT OF DISTRIBUTION . I, ' A`,4._ ,(1S HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non - Significance '. Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Project Name ,i i Notice of Action \ Planning Commission Agenda Pkt Project Number: Vilc(..- Official Notice F get _ _0 i ' Short Subdivision Agenda Mailer's Signature: Notice of Application Shoreline Mgmt Permit Person requesting mailing: Notice of Application for Shoreline Mgmt Permit �0■__. Other Other Was mailed to each of'the addresses listed on this 10 day of De_c in the year o'_ :li1NAW YNr 1 "1 A/1 UKMJ /Ark11)AVll- MA1LU1 /11/UU11 :53 Yl • t Project Name ,i i ., L \ 3 Project Number: Vilc(..- ar F get _ _0 i ' 3 Mailer's Signature: (US Person requesting mailing: ,- alb . �0■__. :li1NAW YNr 1 "1 A/1 UKMJ /Ark11)AVll- MA1LU1 /11/UU11 :53 Yl • t r-- City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director December 10, 1999 NOTICE OF COMPLETE APPLICATION December 10, 1999 Mr. Robert Davey Davey Associates, Architects 385 Front Street N Issaquah, WA 98027 RE: Mr. Van Gard Self Storage L99 -0002. E99 -0033 Dear Mr. Davey: Thank you for submitting the property. owner declaration, lighting plan, slop plan, sign drawings, site plan with retaining walls, cross section, site survey and pages for the SEPA checklist. These materials complete the design review and environmental review applications, for the purposes of meeting state - mandated time requirements. The next step is for you to install the notice board on the site within 14 days of the date of this letter. You received information on how to prepare and install the sign with your application packet. If you need another set of those instructions, you may obtain them at the Department of Community Development (DCD). Also, you must obtain a laminated copy of the Notice of Application to post on the board. Please call me 3 days prior to installing the notice board to arrange the pick up of the laminated Notice of Application. After installing the sign with the laminated notice, please return the signed Affidavit of Posting to our office. The complete Deign Review and SEPA applications will now be circulated to staff. Additional comments will be provided after other departments have an opportunity to conduct substantive review of the proposed self-storage facility. 6300 Southcenter Boulevars Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 Robert Davey Mr. Van Gard Self Storage December 10, 1999 This determination of complete application does not preclude the City from requesting additional plans or information if, in our view, such information is necessary project meets the substantive requirements of the City or to complete the review the process. It appears that there will be several substantive comments from staff regarding the proposed project. The January 2000 hearing date appears unlikely at this point. We will try for the February 2000 Planning Commission, but that date is dependent on the amount of anticipated substantive comments and your responsiveness. I will be contacting you once I have received comments from City staff. If you wish to speak to me sooner, feel free to call me at 206 -431 -3683. Sincerely, Rebecca Fox Associate Planner cc: Reviewing City Departments C :1My Documentslmr van gard-- completeness letter.doc z cc ual � _10 .. coo, w =; CO o' LL < = d w: z z�-;. p. '0 - ID I w w` U r".I Ll. Z 0 z. , Spy FeedfalswitsTm stag el ssajpi* tend d�jr EDA E. BRENNAN 3011 FLORA VISTA ALAMEDA CA 94502 -6817 JOEL H. BRUNK 15175 SUNWOOD BLVD #D31 SEATTLE WA 98188 -7760 SUEANN BUCHANAN PO BOX 68832 SEATTLE WA 98168 -0832 JAMES B. & DONNA M. BUREACH 6239 S 153RD ST #D5 TUKWILA WA 98188 -2539 DONA A. BUTUYAN 15315 SUNWOOD BLVD #A302 TUKWILA WA 98188 -2401 RHONDA L. CARIVEAU 6275 SOUTH 153RD STREET #G4 TUKWILA WA 98188 -2539 RAYMOND RUI QUING CHI 15345 SUNWOOD BLVD #D-104 TUKWILA WA 98188 -7862 CYNTHIA CISNEROS 6263 S 153RD ST #3 TUKWILA WA 98188 -2539 MICHELE L. CONRAD 21827 110TH AV SE KENT WA 98031 -1311 DEBORAH A. DAVIS 15345 SUNWOOD BLVD #D303 TUKWILA WA 98188 -7745 SANDRA K. BRESLICH 6283 S 153RD ST #1H SEATTLE WA 98188 -2539 JAMES P. BRUSSE 15350 SUNWOOD BLVD #F2 -302 TUKWILA WA 98188 -7743 MONTE C. BUHITE 15366 62ND AV S #B2 TUKWILA WA 98188 -2503 RICHARD F. BURLEIGH 10247 WATERS AVE S SEATTLE WA 98178 -2544 FREDERICK T. & MESHIA N. CAMPBELL 15356 62ND AV S #A6 TUKWILA WA 98188 -2503 MICHAEL A. CARLSON 15185 SUNWOOD BLVD #22 TUKWILA WA 98188 -7895 EILEEN T. CHIKAMURA 15238 SUNWOOD BLVD UNIT G -3 TUKWILA WA 98188 -2444 MAUREEN ANNE CLARK 15255 SUNWOOD BL #A -21 TUKWILA WA 98188 -7717 DONNIE A. CRISP 6291 S 153RD ST TUKWILA WA 98188 -2539 JOANNE C. DAVIS 15117 SUNWOOD BLVD #21 SEATTLE WA 98188 -2447 FRED & DOLORES J. BROOM 6247 S 153RD ST APT 2 -E TUKWILA WA 98188 -2539 GUNNEL BRYDOLF 15102 SUNWOOD BLVD #K-11 TUKWILA WA 98188 -2446 RONAE C. BUNGER 15335 SUNWOOD BLVD C -302 TUKWILA WA 98188 -7861 JAY L. BUTLER 15315 SUNWOOD BLVD #A -303 TUKWILA WA 98188 -7857 NATHANIEL A. CARASA 6295 S 153RD ST #K1 TUKWILA WA 98188 -2539 CELLULAR NETWORKS INC 960 N DU PAGE AVE LOMBARD IL 60148 -1243 DEBORAH S. CHU 15153 SUNWOOD BLVD, #FF -31 TUKWILA WA 98188 -7892 TIMOTHY E. COLLINS 15228 SUNWOOD BLVD #H3 TUKWILA WA 98188 -2444 RON CROCKETT 7920 53RD AVE W UNIT C MUKILTEO WA 98275 -2687 ALEXIS V. DAVISON 21123 SE 137TH PL ISSAQUAH WA 98027 -8489 • PAnlynettlwal itciTlress Labels Wlsl paaj Z. 6 J0 00. cn w w. WX w 0 ; g J, LL = a: �w Z�: f- 0 gip' 0 N; CI H, W W' II 0, O w z, 0 ~' Z SmoRtilk Feed §keLotsTm use template ror }1� �aage� ssaippd ®A213Av SHANE M. DE LACRUZ LACRUZ JOHN E. DEXTER 15248 SUNWOOD BLVD #F22 15278 SUNWOOD BLVD #C-33 TUKWILA WA 98188 -2444 TUKWILA WA 98188 -7851 KIM A. DOBBS 5720 S 144TH ST TUKWILA WA 98168 -4548 STEPHEN K. DOUGLAS 15266 SUNWOOD BLVD #D12 TUKWILA WA 98188 -7731 JOHN W. ELDER 15372 62ND AVE S #8 -5 TUKWILA WA 98188 -2503 ALEX A. & OKWHAN ESSEN 15310 SUNWOOD BLVD #F1 -302 TUKWILA WA 98188 -7740 MARQUITA M. FARNOOMB 15107 SUNWOOD BLVD #12 TUKWILA WA 98188 -2447 RAYMOND E. FIDECARO 15345 62ND AVE S #A -2 TUKWILA WA 98188 -2504 WILLIAM H. DOBSON 15160 SUNWOOD BLVD #S -22 TUKWILA WA 98188 -2446 GLENDORA B. EAGLIN 1315 S PUGET DR #C-31 RENTON WA 98055 -4364 CAROL J. ELLERBY 23410 18TH AVE S #L30 DES MOINES WA 98198 -7576 GEORGE R. EVANS 15335 SUNWOOD BLVD #C-201 TUKWILA WA 98188 -7861 FARRER UNA LOY M C REVOC TRUST 7432 121ST AV SE NEWCASTLE WA 98056 -1241 ROBERT A. FORT 15246 SUNWOOD BOULEVARD #F -12 TUKWILA WA 98188 -2444 JEAN H. DICKSON 15103 SUNWOOD BLVD #J -12 SEATTLE WA 98188 -2447 LORETTA L. DONNELLY 15123 SUNWOOD BLVD #G21 TUKWILA WA 98188 -7748 GENE EDWARDS 15325 SUNWOOD BLVD #8202 TUKWILA WA 98188 -7728 AURORA A. ESCAME 6231 S 153RD ST, #1 -D TUKWILA WA 98188 -2539 JACQQUELYN FALUDI 15358 62ND AV S #A7 TUKWILA WA 98188 -2503 PHILIP J. & JOAN M. FERRELL 15350 SUNWOOD BLVD #F2 -101 TUKWILA WA 98188 -7741 ALAN D. FRANK 15128 SUNWOOD BLVD #NN -12 TUKWILA WA 98188 -2446 LORRI FROID ROGER W. GALICIC FRANCES M. GARIGL?O 15352 62ND AVE S 3263 S 137TH ST 15150 SUNWOOD BLVD #R -12 TUKWILA WA 98188 -2503 SEATTLE WA 98168 -3963 TUKWILA WA 98188 -2446 JACK GARN 15165 SUNWOOD BLVD #C31 TUKWILA WA 98188 -7756 DOUGLAS W. GLENN 15153 SUNWOOD BLVD #F32 TUKWILA WA 98188 -7753 nvaj f{dwa2 Address Labels WANDA F. GENTRY 15384 62ND AVE SOUTH APT 1, B LTUKWILA WA 98188 -2503 PETER K. GOERLITZ 3548 NE 113TH ST SEATTLE WA 98125 -5739 ARDELLA M. GINN 6251 SO 153RD ST #E-4 TUKWILA WA 98188 -2539 JAMES W. GOERS 15154 SUNWOOD BLVD #SS -11 TUKWILA WA 98188 -2446 wislbapaaj Z • WD J U. 00' 'CO 0; •W W: W =. J I; N lL- W00 Lo. d H= Z F: I— O, w Ir U • a N' 0 1- WW 1--. U. 0 W • U (J); _• 0 H. Z • (VMS 1ai1el PERRY W. GORMAN 15195 SUNWOOD BLVD #B-12 TUKWILA WA 98188 -7896 GLENNA G. GREWE 15330 SUNWOOD BL #E -301 TUKWILA WA 98188 -2432 JAMES J. HANCOCK 15374 62ND AV S #B6 TUKWILA WA 98188 -2503 CELESTINE T. & DANIEL C. HARRIS 15209 SUNWOOD BLVD #25B TUKWILA WA 98188 -7716 HACHIRO HASHIQUCHI 7009 S 130TH ST SEATTLE WA 98178 -4719 HEATHER WOOD APARTMENTS 10655 NE ST STE 711 BELLEVUE WA 98004 HEATHER A. HIESTAND 15266 SUNWOOD BLVD #D-31 TUKWILA WA 98188 -7852 MAUREEN H. HITCHCOCK 15345 SUNWOOD BLVD #D-202 TUKWILA WA 98188 -7862 DENNIS F. HOSTAK 15175 SUNWOOD BLVD D22 TUKWILA WA 98188 -7759 KATHLEEN A. HUTCHINSON 15185 SUNWOOD BLVD #AA -13 SEATTLE WA 98188 -7895 MARK A. & NICOLE L. GOSNEY 15141 SUNWOOD BLVD #E21 TUKWILA WA 98188 -7751 NOAH HAM 15185 SUNWOOD BLVD #A33 SEATTLE WA 98188 -7762 ASTRID I. HARMER 15209 SUNWOOD BLVD #B23 TUKWILA WA 98188 -7716 LEIGHANNE HARRIS 1655 SW MILLER CREEK RD SEATTLE WA 98166 -3326 DENISE S. HASSON 15165 SUNWOOD BLVD #C-11 TUKWILA WA 98188 -7893 DOUGLAS N. HENDERSON 8639 11TH AVE SW SEATTLE WA 98106 -2401 TIMOTHY D. HINDERLITER 15209 SUNWOOD BLVD #22B TUKWILA WA 98188 -7716 KATHERYN S. HOLSTE 15310 SUNWOOD BLVD #F1 -102 TUKWILA WA 98188 -7738 DAVID R. HOWELL 15335 SUNWOOD BLVD #C102 TUKWILA WA 98188 -7885 VINH C. HUYNH 15325 SUNWOOD BLVD #B301 SEATTLE WA 98188 -5727 • SINM 3f¢INPP1ol ®A PATRICIA L. GRATTON . 15203 SUNWOOD BLVD #B1 TUKWILA WA 98188 -2443 JOHN L. HAMMONS 15141 SUNWOOD BLVD #E -31 TUKWILA WA 98188 -7891 DAVID A. & MARTHA J. HARPER 15612 BURT ST OMAHA NE 68118 -2216 MARY E. HARRISON 15343 SUNWOOD BLVD #D-304 TUKWILA WA 98188 -5730 JOSEPH N. HASSON 15195 SUNWOOD BLVD #B11 TUKWILA WA 98188 -7767 HEU DONALD P & LINDA M TRUST 15330 SUNWOOD BLVD #E201 TUKWILA WA 98188 -7737 SHIRLEEN J. HINES -BROWN • 15364 62ND AV S #B1 TUKWILA WA 98188 -2503 LORI E. HORNE 15141 SUNWOOD BLVD #12EE TUKWILA WA 98188 -7891 LARRY F. HULVEY 15278 SUNWOOD BLVD C -13 TUKWILA WA 98188 -7851 OSCAR JACKSON 15354 62ND AV S TUKWILA WA 98188 -2503 . ®0®091 S Jas+1Pfe'1 - claqViPOIMMIPPV ®A HOWARD F. LEE 15254 SUNWOOD BLVD #E22 SEATTLE WA 98188 -7735 THOMAS K LEE 15255 SUNWOOD BLVD #A43 TUKWILA WA 98188 -7717 DONALD L. LILLEHAUR 15236 SUNWOOD BLVD #G2 TUKWILA WA 98188 -2444 BRUCE D. LINDSTROM 6253 S 153RD ST #E5 TUKWILA WA 98188 -2539 DARONDA C. LOWE 15138 SUNWOOD BLVD #11 TUKWILA WA 98188 -2446 KARL W. LUNDBERG 15345 SUNWOOD BLVD #D -302 TUKWILA WA 98188 -7862 ELLEN MARQUARDT 15255 SUNWOOD BLVD #A22 TUKWILA WA 98188 -7717 SCOTT A. MC DONALD DONALD 15144 SUNWOOD BLVD TUKWILA WA 98188 -2446 TERRY A. MC INTOSH INTOSH 15209 SUNWOOD BLVD #B34 TUKWILA WA 98188 -7716 WILLIAM R. MCLEAN 15230 SUNWOOD BLVD #H -2 TUKWILA WA 98188 -2444 JUNE K LEE 15203 SUNWOOD BLVD #B2 TUKWILA WA 98188 -2443 LINDA A. LEVERETT 15325 SUNWOOD BLVD #B -104 TUKWILA WA 98188 -7858 BYEONG LIM 3002 S 208TH ST #K5 SEATTLE WA 98198 -5929 GERALDINE C. LOCKHART 6271 S 153RD ST TUKWILA WA 98188 -2539 DON M. LOWMAN 17762 50TH CT S SEATTLE WA 98188 -3718 ESTHER L. MALEY 15209 SUNWOOD BLVD TUKWILA WA 98188 -7716 HOWARD T. MAYHEW 15325 SUNWOOD BLVD #B-102 TUKWILA WA 98188 -7858 MARIA R. MC FARLANE FARLANE 15153 SUNWOOD BLVD #FF -21 TUKWILA WA 98188 -7892 ELSIE M. MCCART 15134 SUNWOOD BLVD #PP12 TUKWILA WA 98188 -2446 MELONE TRUST 626 W ELM AV EL SEGUNDO CA 90245.2956 ROBERT MURRELL LEE 15165 SUNWOOD BLVD #C-32 TUKWILA WA 98188 -7893 GREGORY D. LEW 15195 SUNWOOD BLVD #B-22 TUKWILA WA 98188 -7896 BEVERLY LINDEMANN 15203 SUNWOOD BLVD #B3 TUKWILA WA 98188 -2443 MARY THERESA LOLLINO 15195 SUNWOOD BLVD #B-21 TUKWILA WA 98188 -7896 KRISTINA M. LOWREY 15325 SUNWOOD BLVD #B303 TUKWILA WA 98188 -7729 CLEO MANNING 234 N SUN CT TAMPA FL 33613 -2151 ROBERT E. MAYS 15165 SUNWOOD BLVD #CC -13 TUKWILA WA 98188 -7893 CHRISTOPHER P. MC GRATH GRATH 2829 QUEENS WAY #2A MILTON WA 98354 -9063 LEOTA MCDONALD 6269 S 153RD ST #G -1 TUKWILA WA 98188 -2539 SUSAN L. & VICTOR J. MEYER 15195 SUNWOOD BLVD #B23 TUKWILA WA 98188 -7766 (VMS is - 519 I p4PPV ®A LORRAINE JACOBS PO BOX 88503 SEATTLE WA 98138 -2503 SONJA C. JORSTAD 15216 SUNWOOD BLVD #J4 TUKWILA WA 98188 -2444 GARY D. JENNINGS 15345 SUNWOOD BLVD #D102 TUKWILA WA 98188 -7883 DOROTHY C. JUDGE 15165 SUNWOOD BLVD #C -12 TUKWILA WA 98188 -7893 LAWRENCE N. KARR TANJA F. KASALKO 15310 SUNWOOD BLVD 6237 S 153RD ST #D-4 TUKWILA WA 98188 -7881 TUKWILA WA 98188 -2539 KAZUE KATO 15419 62ND AVE S SEATTLE WA 98188 -2506 NANCY K. KETCHAM 2000 43RD AV E #401 SEATTLE WA 98112 -2761 LINDA E. KIMURA 15156 SUNWOOD BLVD #SS12 TUKWILA WA 98188 -2446 MICHELLE M. KOBUKI 15325 SUNWOOD BLVD #B203 TUKWILA WA 98188 -5727 BRENDA L. LARKINS 9324 53RD AVE S SEATTLE WA 98118 -5514 CAROLYN J. LAVIOLETTE 15142 SUNWOOD BLVD TUKWILA WA 98188 -2446 PHILLIP J. KELLER 15209 SUNWOOD BLVD #B-41 TUKWILA WA 98188 -7716 DONG H. KIM 15100 SUNWOOD BLVD #34 TUKWILA WA 98188 -2446 DENISE M. KLEIN 6233 S 153RD ST #2D TUKWILA WA 98188 -2539 ROBERT T. KOYAMATSU 15209 SUNWOOD BLVD #B33 TUKWILA WA 98188 -7716 DAVE N. LARSON 6285 S 153RD ST #H2 TUKWILA WA 98188 -2539 DOMINIC YIU WAI & MONA SH LAW 15335 SUNWOOD BLVD #C -304 TUKWILA WA 98188 -7861 SYLVIA E. TRUSTEE JONES 15310 SUNWOOD BLVD #F1201 TUKWILA WA 98188 -7881 SE H. KANG 15330 SUNWOOD BLVD #E202 TUKWILA WA 98188 -7737 HISAKO KATO 9316 39TH AVE S SEATTLE WA 98118 -5211 JOHN CLINTON KELLY 6249 S 153RD ST SEATTLE WA 98188 -2539 SOON NIM KIM 15330 SUNWOOD BLVD #E -303 TUKWILA WA 98188 -2432 MATTHEW B. & MARGIT C. KLEWIN 15345 SUNWOOD BL D -201 TUKWILA WA 98188 -7862 NICHOLAS P.KUZOVICH • 15195 SUNWOOD BLVD #B -13 TUKWILA WA 98188 -7896 MILLY LAVIGNE 15315 SUNWOOD BLVD #A -203 TUKWILA WA 98188 -7857 DAVID P. LAWRENCE 15209 SUNWOOD BLVD #43 TUKWILA WA 98188 -7720 JON E. LAWSON JEAN E. LAYER HO PHI LE 1038 SW 122ND ST #A202 15313 SUNWOOD BLVD #A204 15175 SUNWOOD BLVD #12 SEATTLE WA 98146 -2707 TUKWILA WA 98188 -5730 SEATTLE WA 98188 -7894 • ®09 10 a e dw. as� ,..,.wooRattw a. Pea4" ino MOO ®01O9IS rage lel J. LEE & CORA A. MILLER 15386 62ND AVE SO C-2 TUKWILA WA 98188 -2503 MJELDE BARBARA J 15111 SUNWOOD BLVD 1 -22 TUKWILA WA 98188 -2447 KATHRYN J. MOSCHEL 15335 SUNWOOD BLVD #C -301 TUKWILA WA 98188 -7861 EDWARD M. MURPHY 15345 SUNWOOD BLVD #D203 TUKWILA WA 98188 -7884 ROSEMARY MITCHELL 15158 SUNWOOD BLVD TUKWILA WA 98188 -2446 DAVID H. MOORE 15325 SUNWOOD BLVD #B204 TUKWILA WA 98188 -5727 RONNIE H. MOSES 15325 SUNWOOD BLVD #B103 TUKWILA WA 98188 -5726 MYERS ROBERT G TRUST PO BOX 1659 TEHACHAPI CA 93581 -1659 s.g9r4PPf/ ®A ERIC K MIYAMOTO 11743 36TH AVE NE SEATTLE WA 98125 -5634 TOMMY L. MORRIS 15109 SUNWOOD BLVD #21 TUKWILA WA 98188 -2447 MARIA C. MUELLER 15315 SUNWOOD BLVD #A304 TUKWILA WA 98188 -2401 JON ALAN NAGASAWA 14818 SE 181ST ST RENTON WA 98058 -9649 GEORGE J. NAKAMURA GEORGE .1. NAKAMURA NAUDITT 15254 SUNWOOD BLVD #E -21 15116 SUNWOOD BLVD #MM12 15335 SUNWOOD BLVD #C203 TUKWILA WA 98188 -7853 TUKWILA WA 98188 -2446 TUKWILA WA 98188 -5725 TUAN A. & TRINA F. NGUYEN 15345 SUNWOOD BLVD #D-101 TUKWILA WA 98188 -7862 RONALD A. NYBORG 15335 SUNWOOD BLVD #C -202 TUKWILA WA 98188 -7861 NORTH HILL APTS INC 85 S WASHINGTON ST #308 SEATTLE WA 98104 -3407 JON J. 0 CONNELL CONNELL 15278 SUNWOOD BLVD #C12 TUKWILA WA 98188 -7851 TETSUO NOYAMA 125 HANAPEPE LOOP HONOLULU HI 96825 -2109 RANDOLPH E. OKIMOTO 15348 62ND AVE S #A -3 TUKWILA WA 98188 -2503 HILARY A. OKRENT OLD STONE BANK OF WASH MARTIN OVERMYER 6287 S 153RD ST #I1 3605 132ND AVE SE SUITE 214 15209 SUNWOOD BLVD #B-26 TUKWILA WA 98188 -2539 BELLEVUE WA 98006 -1333 TUKWILA WA 98188 -7716 DAVID J. OWENS 15278 SUNWOOD BLVD #C -24 TUKWILA WA 98188 -7851 MICHAEL L. & DONNA M. PARRY 15315 SUNWOOD BLVD #A -202 TUKWILA WA 98188 -7857 JOSEPH D. PARENTE 15242 SUNWOOD BLVD #F -11 SEATTLE WA 98188 -2444 ELIZABETH I. PASCARELLA 15209 SUNWOOD BLVD #B24 TUKWILA WA 98188 -7716 JOAN V. PARISH 15255 SUNWOOD BLVD #A-42 TUKWILA WA 98188 -7717 DEBORAH M. PAUL 9946 RAINIER AVE S SEATTLE WA 98118 -5941 1 ©OoWZS Ja4V 1 MARGARET T. PERTRICEK 15185 SUNWOOD BLVD #A -21 TUKWILA WA 98188 -7895 SHARON PIEPER 4317 FOREST AVE SE MERCER ISLAND WA 98040 -3911 TERRY J. PUGH 317 LAKE DESIRE DR N RENTON WA 98055 V. SIDNEY RAINES 15310 SUNWOOD BLVD #F1 -202 TUKWILA WA 98188 -7739 CAROL L. RICHARDSON 15123 SUNWOOD BLVD #G 11 TUKWILA WA 98188 -7890 CYNTHIA A. ROBERTSON 15122 SUNWOOD BLVD #12 TUKWILA WA 98188 -2446 MARY E. ROGERS 6723 S 153RD ST TUKWILA WA 98188 GREGORY C. PHIPPS 15123 SUNWOOD BLVD #G31 TUKWILA WA 98188 -7747 JOHN R. POETKER 15020 SE 145TH PL RENTON WA 98059 -7310 LUENNAANN PULLMAN 399 OLYMPIC VIEW AVE NE OCEAN SHORES WA 98569 -9552 JOHN W. & SARAJANE K RANTS 15325 SUNWOOD BLVD #B-302 TUKWILA WA 98188 -7858 LAWRENCE A. RICHMOND 15210 SUNWOOD BLVD #J1 TUKWILA WA 98188 -2444 CAROL J. ROBSON 15108 SUNWOOD BLVD #L -11 TUKWILA WA 98188 -2446 • MAXINE ROLLINS 15330 SUNWOOD BLVD #E102 TUKWILA WA 98188 -7879 .5180' -1 PPd ®a JOHN PICKERING 15101 SUNWOOD BLVD # JJ11 TUKWILA WA 98188 JONATHAN POOL 6100 SOUTHCENTER BLVD #150 TUKWILA WA 98188 -5708 LYNN M. RADTKE PO BOX 66326 SEATTLE WA 98166 -0326 ALLEN J. RESPONTE 15153 SUNWOOD BLVD #F12 TUKWILA WA 98188 -7755 DARIN RINGENBACK 15330 SUNWOOD BLVD #E304 TUKWILA WA 98188 -7880 CATHERINE J. ROCCHI 15185 SUNWOOD BLVD #A 12 SEATTLE WA 98188 -7895 BARBARA M. ROPER • 6241 S 153RD ST #D -6 TUKWILA WA 98188 -2539 MARCIA G. ROSS JANICE RUSK BARRY J. SAMUELS 15330 SUNWOOD BLVD #F2 -102 15234 SUNWOOD BLVD #G -1 15255 SUNWOOD BLVD #A -25 TUKWILA WA 98188 -2432 • TUKWILA WA 98188 -2444 TUKWILA WA 98188 -7717 CHARLES H. SANDIFER 15278 SUNWOOD BLVD #C 31 TUKWILA WA 98188 -7851 RICHARD J. SCOCCO 15266 SUNWOOD BLVD #D22 TUKWILA WA 98188 -7732 SCHNEIDER HOMES INC 6510 SOUTHCENTER BLVD TUKWILA WA 98188 -2549 CAROLYN DAY SEIDEMAN 15123 SUNWOOD BLVD #GG TUKWILA WA 98188 -7890 • MARK C. SCHUELER 15123 SUNWOOD BLVD #GG -22 TUKWILA WA 98188 -7890 DANIEL & SUSAN SHAMES 6817 SEWARD PARK AVE S SEATTLE WA 98118 -3451 Swggtfi;Feed Sbee%sTM YOSHIO J. SHIOTA 4422 S MYRTLE ST SEATTLE WA 98118 -3831 JAMES F. SIMONSON 1718 41ST AVE SW SEATTLE WA 98116 -2057 MORGAN A. SIMONDS 15165 SUNWOOD BLVD #C-22 SEATTLE WA 98188 -7893 LINDA J. SKAGGS 15335 SUNWOOD BL #C -103 TUKWILA WA 98188 -7861 ssaii tem%f DONNA J. SIMONS , 6297 S 153RD ST #K -2 TUKWILA WA 98188 -2539 D. A. & WEST J. M. SMITH 4254 SW 323RD ST FEDERAL WAY WA 98023 -2495 GERALD T. SMITH GERALD T. SMITH JO ETTA SMITH 15335 SUNWOOD BLVD #C -203 • 15226 SUNWOOD BLVD 15105 SUNWOOD BLVD TUKWILA WA 98188 -7861 TUKWILA WA 98188 -2444 TUKWILA WA 98188 -2447 SOUTHCENTER JOINT VENTURE 25425 CENTER RIDGE RD CLEVELAND OH 44145 -4122 SUSAN STARK 15113 SUNWOOD BLVD #H -11 TUKWILA WA 98188 -2447 JOSEPH W. STONE 15278 SUNWOOD BLVD #C22 TUKWILA WA 98188 -7851 SP HAMPTON ASSOC LP 33430 13TH PL S #300 FEDERAL WAY WA 98003 -7329 MICHAEL STEINER 8625 234TH AVE E BUCKLEY WA 98321 -9204 KAREN L. STRANDBERG 15345 SUNWOOD BLVD #D -204 TUKWILA WA 98188 -7862 BETH A. ENSIGN NANCY STANLEY 15255 SUNWOOD BLVD, #A -23 TUKWILA WA 98188 -7717 OLLARY STEVENSON 15255 SUNWOOD BLVD #A -37 TUKWILA WA 98188 -7717 PRASAT SUPIYA 15330 SUNWOOD BLVD #E302 TUKWILA WA 98188 -7880 KEITH R. SWANK KAZUE TAGAMI TERENCE K C. TAM 15330 SUNWOOD BLVD #E -103 15278 SUNWOOD BLVD #C21 15315 SUNWOOD BLVD #A -104 TUKWILA WA 98188 -2432 TUKWILA WA 98188 -7851 TUKWILA WA 98188 -7857 VICTOR R. TARVER 15254 SUNWOOD BLVD #E -11 TUKWILA WA 98188 -7853 MICHAEL B. THOMAS 15266 SUNWOOD BLVD #D32 TUKWILA WA 98188 -7733 TJOSSEM ROBERT P & LINDA L 10522 NE 187TH ST BOTHELL WA 98011 -3016 DOROTHY M. TEELING GAYLE D. TERRY 15392 62ND AVE S C -5 15165 SUNWOOD BLVD #C23 TUKWILA WA 98188 -2503 TUKWILA WA 98188 -7757 RYAN S. THROWER 15232 SUNWOOD BLVD #H1 TUKWILA WA 98188 -2444 YUK LING TONG 15350 SUNWOOD BLVD #F2 -202 TUKWILA WA 98188 -7742 KENNETH THYNES 15266 SUNWOOD BLVD #D-21 TUKWILA WA 98188 -7852 TRIAD PROPERTIES LLC 120 2ND AVE S EDMONDS WA 98020 -3512 VERN & GLENITA AARHUS 15220 SUNWOOD BLVD TUKWILA WA 98188 -2444 DONNA MAY ANDERSON 6289 S 153RD ST #I -2 TUKWILA WA 98188 -2539 ANTONIA ABBOTT 15175 SUNWOOD BLVD #DD12 SEATTLE WA 98188 -7894 JEFFREY C. ANDERSON 15115 SUNWOOD BLVD #H -12 TUKWILA WA 98188 -2447 siage, ssaapOC LC11111Wirea KERI L. AKERS 15165 SUNWOOD BLVD #C33 TUKWILA WA 98188 -7756 KATHERINE ANDERSON 1227 SW 132ND LN #713 SEATTLE WA 98146 -3094 LEONA ARCHER ARENSBERG JODEEN R TRUST CLARENCE ARESVIK 15315 SUNWOOD BL #A301 14403 ADDISON ST #17 6235 S 153RD ST #D-3 TUKWILA WA 98188 -2435 SHERMAN OAKS CA 91423 -1735 TUKWILA WA 98188 -2539 ATLANTIC RICHFIELD COMPANY PO BOX 2485 LOS ANGELES CA 90051 -0485 LAVADA M. BANKS 15315 SUNWOOD BLVD #A201 TUKWILA WA 98188 -7730 RALPH DARWIN BARTH 15344 62ND AVE S #A -1 TUKWILA WA 98188 -2503 THOMAS P. BEATTY 15175 SUNWOOD BLVD #D-21 TUKWILA WA 98188 -7894 JAMES & SUSAN M. BEST 14115 55TH AV S TUKWILA WA 98168 -4575 LOWELL D. BIEBER 1601 TEN MILE RD EVERSON WA 98247 -9605 SHARI L. BOLDEN 15195 SUNWOOD BLVD #B33 TUKWILA WA 98188 -7765 gip ritual asiNddress Labels SANDRA G. AULT 15119 SUNWOOD BLVD #H -22 TUKWILA WA 98188 -2447 ANNETTE M. BARNIVILLE 30027 51ST CT S AUBURN WA 98001 -2315 KATHLEEN A. BARTON 15153 SUNWOOD BLVD #22F TUKWILA WA 98188 -7754 THOMAS P. BEATTY 15114 SUNWOOD BLVD #M11 TUKWILA WA 98188 -2446 LISA S. BEST 15123 SUNWOOD BLVD #G -32 TUKWILA WA 98188 -7890 ROBERT E. BISCHOFF 15330 SUNWOOD BLVD #E -204 TUKWILA WA 98188 -2432 BARBARA A. BOLTON 15335 SUNWOOD BLVD #C -104 TUKWILA WA 98188 -7861 MICHAEL W. BAKER 15350 SUNWOOD BLVD #F2301 TUKWILA WA 98188 -7865 ROGER BARR 15185 SUNWOOD BLVD #A23 TUKWILA WA 98188 -7763 HERB R. BAYLIN 15266 SUNWOOD BLVD #D11 TUKWILA WA 98188 -7731 DAVID BELL • 15278 SUNWOOD BLVD #C11 TUKWILA WA 98188 -7851 KIMBERLY L. BICKNELL 15335 SUNWOOD BLVD #C -101 TUKWILA WA 98188 -7861 DAINA M. Z. BOGGS 15325 SUNWOOD BLVD #8201 TUKWILA WA 98188 -7728 LYNNE S. BRADY 15175 SUNWOOD BL #D32 TUKWILA WA 98188 -7760 ' w jsiabigpaai ycdt O Sm®1e4Feed SJTM RICHARD B. TRUJILLO 343 STRANDER BLVD SEATTLE WA 98188 -2916 THELMA L. TYER 6265 S 153RD ST #F4 SEATTLE WA 98188 -2539 CHRIS VAN DANACKER 1126 E MAIN ST SILVERTON OR 97381 -1807 KITIPHAN & SUPAVADEE VISUDDHIDHAM 15330 SUNWOOD BL #E203 TUKWILA WA 98188 -7771 ROXANNA K. WALKER , 15209 SUNWOOD BLVD B-42 TUKWILA WA 98188 -7716 DANA J. WESTERLIN 15123 SUNWOOD BLVD #G13 TUKWILA WA 98188 -7749 MARY SHARON WILLIAMSON 6319 9TH ST E TACOMA WA 98424 -1486 MARY E. WUESTHOFF 15249 SUNWOOD BLVD #A2 TUKWILA WA 98188 -2443 ROSE H. YOSHIZUMI 15255 SUNWOOD BLVD #A32 TUKWILA WA 98188 -7717 DON TSUBOI 11003 SE 60TH ST RENTON WA 98056 -1046 TIMOTHY J. ULTICAN 15249 SUNWOOD BLVD #A3 TUKWILA WA 98188 -2443 NEDZAD & SABINA VATRENJAK 1167 REPUBLICAN ST #306 SEATTLE WA 98109 -5557 EUGENE O. WAAGE 645 SOUTHCENTER MALL BOX 371 TUKWILA WA 98188 -2836 HENRY J. WARNER PO BOX 58041 SEATTLE WA 98138 -1041 JOHN H. & CHARCIE A. WHITSON 15330 SUNWOOD BLVD #E101 TUKWILA WA 98188 -7879 JOAN WITTERS 15249 SUNWOOD BLVD #A1 TUKWILA WA 98188-2443 TERRY YAMAGUCHI 15388 62ND AVE S #C-3 TUKWILA WA 98188 -2503 RAYS. YOUNG 15240 SUNWOOD BLVD UNIT #04 TUKWILA WA 98188 -2444 Use template tor 516 �•�qe� ssaappd ®AU3Ati DAVID A. TURGEON 15140 SUNWOOD BLVD #12 TUKWILA WA 98188 -2446 JOSE B. VALDEZ 15209 SUNWOOD BLVD #B -11 TUKWILA WA 98188 -7716 GERALDINE J. VENTURA 15185 SUNWOOD BLVD #A32 TUKWILA WA 98188 -7762 RICHARD J. WALKER 15104 SUNWOOD BLVD #K-12 TUKWILA WA 98188 -2446 JOSEPH A. WATT 15185 SUNWOOD BLVD #A31 • SEATTLE WA 98188 -7762 PAULA WILLIAMS 18777 2ND AVE SW SEATTLE WA 98166 -4051 TONG YEE & PING LEE YIN WO • 15325 SUNWOOD BLVD #8304 TUKWILA WA 98188 -7729 RONALD E. YANTZ 15330 SUNWOOD BLVD #E -104 TUKWILA WA 98188 -2432 LESLIE YTSMA 22434 236TH AVE SE MAPLE VALLEY WA 98038 -8433 Z Z WD . JUi • 0 O; v7 O. W W. W =; J H. W LL; WO 2 g J. LL Q: Na. it l Z I-, I- O ZF- O eft '0 • W' H U • LL w Z` U.= `O~ Z • . • ,, Davey Associat, Architects 385 Front Street N Issaquah WA 98027 (425) 392-6522 Fax (425) 392-9612 December 3, 1999 Rebecca Fox Associate Planner Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila WA 98188 RE: Mr Van Gard Self Storage 5950 Southcenter Boulevard Dear Rebecca; In responding to your letter dated November 22 regarding application completeness. Attached are additional and corrected drawings and additional SEPA worksheets. This includes: 1. Property owner declaration. 2. Lighting plan 3. Slope plan. 4. Sign Drawings 5. Revised site plan showing retaining walls. (There are no fences). 6. The cross section on sheet Al has been changed to the "East Elevation". 7. The site survey showing the recorded easements. 8. There is no outside mechanical equipment for this building except a small condenser for air-conditioning the office. This is shown on sheet Al near the southwest corner of the building. There will be nothing on the roof except vent pipes and 2 elevator penthouses, (approximately 3 feet high) RECEIVED CITY OF TUKWILA ui 0 3 PERMIT CENTER a • Z -J .00. Ci (0 11J ujI. CO u., ,uJ0 g <' I a I-- ILI Z 1-0 Z W 2 D, D () CO 0 I- u uj o LU 0 z Two sets of mailing lables were submitted with the original application. They may have been stuck together. Would you please check this. If you can't find the second, we will print another set. Please note that the rear wall of the building has been changed to be partially diagonal because of engineering preferences. I have enclosed herewith 6 new drawings of the affected sheets. I look forward to meeting with you on the 8th to discuss possible design changes. Sincerely Robert S Davey City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Robert Davey, Architect 385 Front Street N. Issaquah, WA 98027 November 22, 1999 RE: Mr. Van Gard Self - Storage Facility (5950 Southcenter Boulevard)— Application Completeness Review Dear Mr. Davey: In reviewing the materials which you have provided, Planning and Engineering staff have determined that several items are needed to complete the applications for the proposed self storage facility. These items are shown on the attached checklists. We also want to advise you that several items will be needed prior to the substantive review or considered during substantive review. Per our phone conversation today, I am faxing you this letter, and sending the letter with attachments in the mail. Required for complete Design Review application —Deadline December 3, 1999. 1. Property owner declaration (attached) Either have the property owner sign the declaration or provide documents which show that the lessee has the power to sign and approve. Please provide 6 copies and one high- quality reduction of the following: 2. Provide a lighting plan with specific information on the placement, and appearance (i.e. design, colors, materials) of lighting both on the building and the site. 3. Indicate areas with slope 'in excess of 20% 4. Provide scaled elevations of signs with materials and colors (both freestanding sign and any proposed signage on building facade) 5. Provide elevations of all fences and retaining walls, including materials 6. Clearly indicate on the siteplan the location of the cross section (sheet labeled "Architectural Site Plan A -1) 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 431-3665 z • z re w J0, O 0 w wi J �. • LL w o; CO J, _: z�. Ho z �- ▪ ui o �- 0E- w w: u.i o 7. Clearly indicate all recorded easements (including easements noted at rear of proposed building) on site plans. Provide recorded copies of all easements pertaining to the property. 8. Show the location of mechanical units and screening. Required for complete SEPA application —Due December 3, 1999 1. Provide a set of mailing labels for. SEPA 2. Complete pp. 22 and 23 of the SEPA checklist Needed for SEPA substantive review —Due December 15: Staff brought up the following items as they were reviewing your applications for completeness. These items will be needed when the project's substantive environmental impacts are reviewed. 1. Provide discussion and support for storm water design. This can be in narrative form. (FYI --When you apply for the building permit, you will need to provide a complete Technical Information Report (TIR) pm the 1998 King County Surface Water Design Manual.) 2. Provide a new or updated geotechnical report addressing the characteristics of the current site, proposal and conditions. Per Tukwila Municipal Code 18.45., Sensitive Area Ordinance (enclosed), the subject property lies within a Class 2 Sensitive Area, due to slopes and landslide potential. 3. A traffic study may be needed for substantive environmental review. Please contact Joanna Spencer of the Public Works Department directly at 206 - 431 -0179 for specific information. 4. Provide a copy of the survey which was prepared for the civil engineering plans. Preliminary Design Review Issues: Staff raised the following preliminary comments on design- related issues. We would like to meet with you prior to December 15, 1999 to discuss these and other possible revisions to the design concept. 1. How will access from the street and circulation on the site be accomplished, including fire lane and customer turn- around? 2. Landscaping along Southcenter Boulevard appears to be in the public R.O.W. 3. Please consider the way in which the building fits into the hillside and appears from Southcenter Boulevard. Greater building modulation and detail is desired, especially on the east and west elevations. z Z W g -i0 o o, N 0' W'. -11 LL'. W o. g ¢. d. = W z 1-, 1- o' z� W. D o. o �. W W'. 1--V` 'Io Z. U N` 0 H z 1 • 4. The recycling/solid waste enclosure is located at the front of the building. Is there another functional, less prominent spot? Schedule and Timing In order to stay on schedule and allow adequate time for staff review, please provide all requested materials by the deadlines listed above. Your timeliness and thoroughness will affect the timing of the project review. If we fmd that additional information or revisions are needed during the substantive review stage, the schedule and agenda date will be modified. January 27, 2000 is the earliest possible date to meet with the Planning Commission. However, if you miss the resubmittal date or additional information or revisions are required during the substantive review stage, the agenda date will be rescheduled, most likely for the February 24, 2000 Planning Commission meeting. Please telephone me at 206 -431 -3683 if you have questions about this letter or to schedule a meeting to discuss design issues pertaining to the project. Sincerely, airccic- 6?‹, Rebecca Fox Associate Planner c.c. Joanna Spencer Steven Friedman enc. Property Owner declaration Application Checklists (Design Review and SEPA) SEPA checklist pp. 23 & 23 Sensitive Area Ordinance Portion of Sensitive Area Map 3 9/3 —SK Exc. -0 '6ns z q-29) 31, 32 Excep o► za- has beende(e) -frz,m our report- A M E z 1 6E u • :. Y . J ter, ,.. ,#je Vti li _ i 1 jai 1-0: ® z H al La U 0 !0 5'y YO (� ,01 ~ First American Title Insurance Company �� 0, w z. U cn., • 0. z 2101 FOURTH AVENUE, SUITE 800 • SEATTLE, WASHINGTON 98121 (206) 728 -0400 • 1- 800 - 826 -7718 • FAX: (206) 728 -7219 RECEIVED SEP 2 4 1999 i4It, ROEO & HITCHINGS INC, COPIES OF DOCUMENTS 7408150422 This•tiagreerient.4entered b ,and` between' Satom3j,Kato indemnification agreement tony Kato hereinafter: ,. `Indemnitor;Wandthe-Ci'ty•'of Tukwila,, ;Washington; hereinafter. referred' to as.: Indemnitee state' the following:;'';'. . Wi-IEREAS PIndemnitorfis :;a. :resident' of the City ::of Tukwila' and:,is' at' c?. resent‘commercial'ly developing the portion Of'. property :legally.... ` de cribed as -.:�� -That certa n real :property situated in the City of• Tukwila,'Washington, being a; portlonfof.: Lot11 ' ::perA,Plat'.of;:Interurban Addition' to;,•Seattle' :filed ' •; , i n.. VolumeF 10 of ' late p , • page ,55�, records of' King. County, more particuTar1y;,�Y•: described?as follows:: ?•:..,..', ,::::... Commencingr�;ata.a.point on >the;,north line of Tract. ,35 extended easterly, per: plat rof, Brookvale: Garden Tracts.' filed in' Volume; •10: ofd Plats'; page?2, ;47,' records of Acing • County; : said point_' cf • cominence:sent -lies. easterly; ? ° f '48.48 frct from the west line''of the 'southeast.'; quarter of Section 2•� North • Ran ,.• "' e' , g 4:'East,';W:M:', =`:said point ;.being: on the line. . described.,. :;•:;•,.;���, �'' =• . .. • in ,Quit, :;Claim: ;Deed.. from Kato,: et ux; •;'to Restaurant • Industries:,': executed 26 ':July X1972;: (said' point; marked. by an :: iron :bar); .,thence from , : point along �'thr line ° per':last : said' Quit. Claim `peed , South x.07'.32 Hes t, r 223.63 feet to 'the true point of beginning of; the par1!cel' ;to de :cribed. herein ,,•: . `, s ", !� r Thence �South'8825'07" .t a., t , :1P4:50 feet, to,:the west line o �thee ast-;; z, 050::86;o„e t of`'said':T:otll;.; thence,al•o rig •' last ;;said°;.westrline "eouthhrra ��e ,2;^ A ,' Iest, 239.76.' feet!, to ,,the.-north;;line of Primary Stat Iiig y,,, Routed per�deecI filed under., Auditor's;,File',No 5473599 ;;:thenceialong;Ft l 'I tst said line' North" 6A7,00',.., West , 197.57 feet to`the: line' described h y( ;;J, in siid'�4uit Claim Deed; thence along • ;said i2 i " 1t,s, h7 " Se 5 U,0BnJ0 o drfthe:e[, t2:0 •t t'ofe'`et,h.d e Cstr: : ue' ":. pt. oint • .l:Ji•n• , e Nr h � 0 g�7. 'o; 2, 53\ati:2; : fa3 el=e.lhoaeta nnd g rof, beginning an: cinin0.68cr 'more.:.or-aess :of ilanF ess` = '.and ` , egress ':casementaieing wa orf the:above :;described 0883 acre.:'tract for •'. 2 foot ;radiuconcave ' :southeasterly'.tangent the!. C' i �t9c`'[1';•c1 s� to east dine + ;'' ^` of•thejsiid west 25 feet and•soutb;,line•of'.the said north 20` feet,; < .;,; t { \ \\ M. 1 y���+ ''��:�.• Vii:: ;- '.�::y. iL'17.• - .[: X11. R. THEREFORE: In' consideratio:i of:.these alterations.• an :Pt wirdanger . they. present-,. to .th'e mei andi;. equipment ;of: Indemnitee .duringNcer,- •;.tain . periods:• of.lextreme. inclement' weather, the:' Indemn tor;'releases` and .;absolves" the:.Indymnitee;' of': and': from , all liability for any and`'; :all claims,' suits,:; losses, liabilities, damages c.r::;expenses` occa sioned:'•to ,or incurred . by;,Indemnitor = arising ;frDm or.; growing :out ' ofor'in: any: way:; connected:. with': the :iiiabilityof =. Indemnitee to'; 'negotiate - theIndemnitor's.subjectdr ..vewa '.! during "periods. of ::,.; :extreme .inclement'weather - with any of Indemnitee's', seryicer.. Ees- :cue'. and /or'. firefighting• equipment and., personnel 1 ".":W ACKNOWLEDGED :this ` :�+cy .'yam'!". ?;: _•f.:L: a`h•�p, ''' < • • I F- 2▪ W 6 D _J 0 O 0 co 0 .cow 111 -J uj 0 g < a 111 Z I— 0 Z 11.1 w 2 o Z w• w • (I) O I- 6007217 Quit claim deed SATOMI KATO, who is identical with TONY KaTO, and DORis KATO, his wife, michio kato hisako kato over. tnawr 0116 flowage 'not portion of the meet 5D 4!oit o2 tha oast 4i:0.:1T. too: Ot treat 11, In :orU_ban Ldoitiioa to the .:ity of ::e:ttle, = aaorCioa to 21st raoorded in volsra6 10 o: :?l.:to, page 53. im Ztag 40on:;, ":.:asassaa, Bing northerly o3 prInary 3toto :igbxy :o. 1 sad lyinz 250.00 eottt411r1y of the north line of maid treat 21. Any road construction oa said sasaaeat-mlet be With t+te-writtes approval or the arant...rs. 5tlbjeat to an easement of ingress and egreue• and utilities over, slider and across the most eo4therly thirty Pest of the land conveyed hereby, Provided tbat it tRis 30 toot eaeesent is pot used within two years Iron date ber.ol, said eseieoeat shall cease and tataioate. February, 1966. 77 -A .Z • ,te.a,.> iTATL DT WAS8D CTt i. Cowry el ZING Oatbaddavpt �p w ir1011Z KATO, who is identical with Tony Kato w os is os `Y °' 0'!''^`'�L,I`$, A '�ae1d 7� miscued 1m ehhis nel 1. 4 i karemes. ma waindoliidg,4 they iimd dri mr ea their bra .olr4Yry as cod diet he tie ors sad repssis ti a sin segos ed. .N.�4 , a�dem boat tad as ial si;1 Ws • 17 . ' > .l O •CiLs' a I■ . ! -' �...� o• s•'i ?.ro to !ts.,�i St : • yebruur an" wad 's'4" j at Seattle. y saio O'JUUL TTACHMENT A Davey Associates, Architects 385 Front Street N Issaquah WA 98027 (425) 392 -6522 Fax (425) 392 -9612 Email davey @seanet.com MR VAN GARD SELF STORAGE, TUKWILA Project Description This is an application for Design Review and SEPA determination for a 3 story over 2 basements self storage building. Each level is 14,700 sq ft for a total of 73,500 sq ft gross area. The building will contain approximately 600 rental cubicles. The floors above and below the grade level will be served by 2 elevators. Covered loading will be provided at the entry. A full time office staff will be on site for administration and surveillance. The building will be entirely noncombustible, sprinklered, concrete and metal construction. Exterior walls will be painted concrete at grade with metal siding above. Stucco furred balconies and cornices are added to emulate an office or apartment use. Relationship of " Transition with the streetscape and adequate landscaping structure to site: and pedestrian movement:" The site is quit steep. The building will be nestled into the ground with an average eave height of less than 32 ft. The ridge elevation of the building will be 22 ft lower than the first floor of the closest 3 -story neighbor to the north. The small parking area is 3 ft above the street and will be buffered with landscaping. Relationship to "Harmony in texture, line and masses ": adjoining area: Looking at this site from the street, the predominant visible features are the horizontal balconies and roof lines of the neighboring apartment buildings above and to the east of this site. Complimentary balconies and cornices for the front and left side of this building are designed to create harmony. "Appropriate landscape transition to adjoining properties ": Looking at this site from the street, the predominant landscaping feature is the existing dense deciduous tree mass separating the street from the neighboring apartments above. Most of these trees will remain so that the existing buffering affect will remain mostly unchanged. RECEIVED CITY OF TUKWILA NOV 0 3 1999 PERMIT CENTER z z re f -.I C.) 00 w I: U) LL w0 LL z� I- 0 z4- w n Lu o o o� sag F=- U u-- .z w O~ z design guidelines page 2 Comprehensive Plan design policies "Exterior Lighting" Wall and ground wash light fixtures will be wall mounted and shielded to prevent glare to adjoining property. Fixtures will be restained in design and not excessively bright. "Compatibility of vehicular and pedestrian circulation ": A raised, striped pedestrian walkway will be installed from Southcenter Boulevard to this building and the existing sidewalk to the apartments above. The use of the proposed building will create the least amount of traffic than almost any other commercial use. Vehicular access to this site will be via an existing approach which is shared by Arco gas station and the apartment complexes above. A right -turn only, gated emergency access will be provided on the east side of the parking and loading area for garbage pickup and fire trucks only. Special effort has been used to design this building to suggest an office or apartment building. The front wall modulates and furred balconies and cornices will provide a complimentary facade. Colors will be harmonious and subdued. Exterior lighting will be wall mounted and produce no glare to adjoining property or street. "General Transportation Corridors ": The development provides through -block pedestrian connections. Building facade provides pedestrian weather protection, see - through glass and distinctive roof lines. The development provides pedestrian pathways between sidewalks and building entrances and to neighboring sidewalk. Parking areas include landscaped interior areas as well as perimeter landscape strips. Mechanical equipment and trash /recycling areas are incorporated into the overall design and screened from view. There will be no roof top equipment except elevator penthouses. Roof lines contribute to the distinct charter of the area. z • �=-z 6 J U' U O' N 0. W. w =. J 1 co w 0 w ¢. = = a. . I-w z= I- 0: zE- •U :w W: 1-- U'. u i z • z CITY C. TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila•, WA 98188 Telephone: (206) 431 -3670 DESIGN REVIEW APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Department of Community Development. Please contact the Department if you feel certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. .:... _..° .The.initial.application.materials. allow. startingyproject -review.:andvesting the. applicant's rights. Howevei, they in no :way_ limit the City's ability to require additional information as needed to establish: consistency • • with development standards. Department staff are available•to answer questions about application materials at 431 -3670. APPLICATION FORMS: ❑ Application Checklist (1 copy), indicating items submitted with application ❑ Design Review Application (4 copies) ❑ Design Review Fee ($900) ❑ SEPA Environmental Checklist (6 copies) ❑ SEPA Environmental Checklist Fee ($325) ❑ Shoreline Permit Application (6 copies) & Fee (if within Shoreline Overlay District) PLANS [Six (6) copies of the following]: ❑ Vicinity map showing location of the site. ..... ,. ❑ : Surrounding :area• °map• showing' existing :land-uses .within a .1000-foot radius: from •the. site property lines. ❑ Site plan at 1'= 30' or 1' = 20', with north arrow, graphic scale, and date; and the license stamp of the architect. The following information must be contained on the plan (details may be included on additional drawing sheets): O Property lines and dimensions, lot size(s), and names of adjacent roads O Location and gross floor area of existing and proposed structure(s) with setbacks O Location of driveways, parking, loading, and outdoor service areas, with parking calculations and location and type of dumpster /recycling area screening Pf P� d ‘,6 Location and type of site lighting, including parking and pedestrian areas 0 Location and type of site fumiture, such as benches, bike racks; location and type of Qteak remiLe any proposed public outdoor art a.0 .e“v d- h Location of any trails, parks, plazas or other outdoor open space • %•ed for employees or the public; existing and proposed open space easem -' and dedications (if any) O Location and classification of any watercourses or wetlands, and 200' limit of Shoreline Overlay District PILL 44-411 ) Existing and proposed grades at 2' contours, extending at least 5 feet beyond the site's boundaries, with a notation of the slope of areas in excess of 20% z <W ct2. • J U; 00 LL J F. ; w0 5 U) a. Z �. r-o . z� . D U � O F.. w. I w z =: .0 z Nce Acif Location of closest exl,..ing fire . r .' ocation and size of uturty lines; location and size of utilities or street/sidewalk - - - - u or dedications 0 Description of water and sewer availability. from provider of utility (note which utility district or City) 74 Other relevant structures or features, such as rockeries, fences. Landscape/planting plan at the same scale as site plan, with north arrow, graphic scale, and date; and the license stamp of the landscape architect. The following information must be contained on the plan: O Property Tines and names of adjacent roads O Location of the following: proposed structure(s), vehicle and pedestrian circulation areas,.dumpster /recycling area,:site fumiture, any proposed public outdoor. art O.'. Existing .trees.over44'°in.diameter bysize-and.species;`and any trees • to.be*saved... O Proposed .landscaping, including Size; species, location and'spacing. Building elevations of all building facades at a scale of 1/8' = 1' or 1/4' = 1', with graphic scale and date. Each sheet shall have the license stamp of the architect. Include on the elevations: O Dimensions of all building facades and major architectural elements, with notations of materials to be used Location and type of exterior building lighting. Location of mechanical units and. proposed screening where necessary. Slgnage per Sign Code. One (1) high quality 8 1/2" x 11" reduction of each of above plans. If the project undergoes significant changes, and additional set of reductions may be required. ❑ Colors and materials sample board showing colors and materials to be used on all building exteriors. ❑ APPLICANTS RESPONSE TO DESIGN REVIEW CRITERIA: Written response to the Zoning .Code.Design Review Guidelines .and Comprehensive Plan. Design Review Policies (see attached Design- ReviewApplication):°•- OTHER'MATERIALS Other documentation and graphics in support of the proposal may be included as appropriate, such as color renderings, perspective drawings, photographs or. models. 1f other materials are to be considered, eight (8) copies of each must be submitted (except models). Color drawings or photos may be submitted as 8.5 x 11 -inch color photocopies. PUBUC NOTICE: ❑ KIng County Assessor's map(s) which shows the location of each property within 500 feet of the subject property. ' ' ❑ Two (2) sets of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. (Note: Each unit in multiple- family buildings --e.g. apartments, condos, trailer parks —must be included.) See Attachment A. . ❑ A 4' x 4' public notice board will be. required on .site within 14 days of.lhe Department determining that a complete application has been received. See Attachment B: .DOC -12l z ct JU 00 N w= J F. NLL wo 2 c12 w z� zo Lu n o. o w • w we U =. o 1.1.: z CITY Or TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DESIGN REVIEW (P -DR) APPLICATION « .. �,�..q i I w .. ti .. uFQ %w / �c // �/ 14.140.1y y;4. A -- ^ra,r. a�^ - ,'�- AN `' ..:.`«e .... .�.".%' F n .l.iu. � /^x:f./�7ve.O /Yfwlr x' sf,,,u.4l ., '.Ia. S'�.35"�i�. .<, 'Ya &9. ��i" ,?.L,"ic ""�lii`:,AN .+�:� .w - °?,.- E.'.�.x". t :'k ... .�. 3:e`,�{" ''t* 4rN 3'w•`i cq.. .y. t't�tt�� i:«R � yr }f a rtx' ,}t� .b+..t,s.. ^,ce >;w�am i4f:� wS. •,� ., ,. ,..,, $ '^:i M .o . 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L}b�flj.t YJ� L f.",3t Y` ''fi .,.:.i&si'Y %S }65d V.'.`.u^G y i.. • :'1: -E-6 • I:AY.Q�, .({:1x..9 .�..�..Af > a.;.Y !%. 1 �"� .•r . � =�SEF Y. 1, ` fah i ` 3/ . . A T LS?x y? a� • �a�t 4'� fi t _ :� . °". `:a''. i °.' ^+.i:' `R `.' "•.s?b'w''L »"w�", i. r. ,,y 7S'. KBi:Y:,., 3 k.*Fp >4~ �S ; a ICcai,on trcom fete afe pp p a <`(E? YY..`.f .f.T. "a'Y'1':t`n >'2 ». +h i Y. ':d m4.y �� . , <ea..v:�;:u+,:�x,:i.`.'.'.a.; �< +iW :. «Knz•^,'E:... ....u:ew.v.. +•Y' >..� V...y.,:. .. .a. , .,., p l z .•' ,.du�3"; .%,,,ia' 4,=,,, i ra l ,k is'e. ri+.e of tShoreline Fi � :, R �A M 4' ,;1'...,,,,...4..'T, . y 53 •C;.k.'^i� ... t?'..?1x'a.,..a�.1l�.b ��.. :5:.'� x. 1. PROJECT BACKGROUND A. NAME OF PROJECT /DEVELOPMENT: M2 VA-14 &4020 5 — SrOTz,4G. TUle-4.1 B. LOCATION OF PROJECT /DEVELOPMENT: (give street address or, if vacant, indicate lot(s), block and subdivision; or tax lot number, access street, and nearest intersection; if proposal applies to several properties, list the streets bounding the area.) 5/5e, sov CEN g l3L-tl7 Quarter. 5E Section: 73 Township ?31f Range: 4E (This information maybe found on your tax statement) c. coNTAcT: (Primary contact regarding the application, and to whom all notices and reports shall be sent) ,NAME 6T-VE -e / 7A4, J P GENCe . /-tG ADDRESS: 656 1.,14si- 'k N 4-30g 7%ZE q e /C,4 PHONE E 4 7 7 55 C C SIGNATURE: DATE: I / — /— / C% 'ir.,oc r-2;14V 7 ic-75 35'7- 6C-22- low RECEIVED CITY OF TUKWILA NOV 0 3 1999 PERMIT CENTER 1 • i • Dec 02 99 01:42p From. 2062645412 Page: 2 • fro 7 2 5341p 0 12G04. 1 - �`7,tcyA 2;, rage ) Dec -01-99 07 :03rn S c o t b y t R I C H Prom: 2082845912 Page: 6 Sent By: DAVEY ASSOC ARCi1ITt:oT; 426 392 9012; Nov.30.99 10 :19AM: raga 1 D. PROPERTY OWNER DECLARATION The Undersigned makes the following statements based upon personal knowtedgp: 1. lam the current owner of the propei;y which is tho subject of this appricatian. 2. All statements contained in the application are true and correct to Tho best of my knc►wiedge. 3. The application Is being submitted with my knowtedtae and consent. 4. 1 understand that conditions of approval, which the City and applicant have jointly anreed may not be completed prior to tirt.3l approval of the construction (e.g., final building p©rmit approval) will be incorporated into an agreement 10 be executed and recorded against the property prior to Issuance of any construction permits. I declare unbar penally of perjury Under the taws of the State of Washington and the United States of America that the foregoing statement is true And correct. EXECUTED at ,.�, CiP/ e.)) (cfty), `:11 (sratE), cn ._.�._, / 2 - 199_9; .00 R 1$ M, (Print Name) (Address) 12)2.4.) _2 3._y X i± a (Phone Number) (Signature) Use additional sheets as needed for all property owner slgnatur$S. p.1 Jnsf. .J.YYfWaLi',x.,.w.,- ..�r�x..•• •••• Z • tY 2 0 w2 w 0' w d _, t— O Z 1•- �o uj tL 0 Z' U to 0 ~: Z Sent By: ,AV! %Y ASSOC ARCHITECT; 425 392 9612; From 2062645412 Page: 3 Oct -27 `4:11PM; Page 2 D. PROPERTY OWNER DECLARATION The undersigned makes the following statements based upon persona( knowledge: SF less.t 1. I am the current-ewfiec of the property which is the subject of this application. 2. All statements contained in the application are true and correct to the best of my • knowledge. 3. The application is being submitted with my knowledge and consent. 4. I understand that conditions of approval, which the City and applicant have jointly/agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at Me r-•Ac" a /R.-v1 (city), 445 IAJo-T a av £ c-i-a b-tr , 199? . gr1EVEkV M • Fe. t ED'.,;v.) , v. Mr. Gen) CoR,'ric (Print Name) S5- 6.o L4-14.. Mors $414 c--n N 4( 3 o 8 (Address) se_,,,4}I.ed WA- /8 to y 2a C — 447- ggre (state), on (Pho a umber) (Signature) Use additional sheets as needed for all property owner signatures. •z = F: z• ,t- w. uQl 2. �0 O 00; rn w .w =, J N LL: w .0: LL , w. z� 0. z� 0 cry .'w w' •F V. O: 0 z 'AO . • Davey Associates, Architects 385 Front Street N Issaquah WA 98027 (425) 392 -6522 Fax (425) 392 -9612 Email davey @seanet.com MR VAN GARD SELF STORAGE, TUKWILA z Project Description This is an application for Design Review and SEPA determination a for a 3 story over 2 basements self storage building. Each level is ` ,i- w 14,700 sq ft for a total of 73,500 sq ft gross area. 6 U. The building will contain approximately 600 rental cubicles. The w 0 floors above and below the grade level will be served by 2 w =: elevators. Covered loading will be provided at the entry. A full time -' I- office staff will be on site for administration and surveillance. w 0: The building will be entirely noncombustible, sprinklered, concrete g a and metal construction. Exterior walls will be painted concrete at u grade with metal siding above. Stucco furred balconies and i w'. cornices are added to emulate an office or apartment use. z = i- 0 Relationship of "Transition with the streetscape and adequate landscaping w to structure to site: and pedestrian movement:" 2 o; O co The site is quit steep. The building will be nestled into the ground al-- with an average eave height of less than 32 ft. The ridge elevation w w of the building will be 22 ft lower than the first floor of the closest 1- 3 -story neighbor to the north. The small parking area is 3 ft above t'-- 0: the street and will be buffered with landscaping. iii o w . Relationship to "Harmony in texture, line and masses ": z adjoining area: Looking at this site from the street, the predominant visible features are the horizontal balconies and roof lines of the neighboring apartment buildings above and to the east of this site. Complimentary balconies and cornices for the front and left side of this building are designed to create harmony. "Appropriate landscape transition to adjoining properties ": Looking at this site from the street, the predominant landscaping feature is the existing dense deciduous tree mass separating the street from the neighboring apartments above. Most of these trees will remain so that the existing buffering affect will remain mostly unchanged. design guidelines page 2 Comprehensive Plan design policies "Exterior Lighting" Wall and ground wash Tight fixtures will be wall mounted and shielded to prevent glare to adjoining property. Fixtures will be restained in design and not excessively bright. "Compatibility of vehicular and pedestrian circulation ": A raised, striped pedestrian walkway will be installed from Southcenter Boulevard to this building and the existing sidewalk to the apartments above. The use of the proposed building will create the least amount of traffic than almost any other commercial use. Vehicular access to this site will be via an existing approach which is shared by Arco gas station and the apartment complexes above. A right -turn only, gated emergency access will be provided on the east side of the parking and loading area for garbage pickup and fire trucks only. Special effort has been used to design this building to suggest an office or apartment building. The front wall modulates and furred balconies and cornices will provide a complimentary facade. Colors will be harmonious and subdued. Exterior lighting will be wall mounted and produce no glare to adjoining property or street. "General Transportation Corridors ": The development provides through -block pedestrian connections. Building facade provides pedestrian weather protection, see - through glass and distinctive roof lines. The development provides pedestrian pathways between sidewalks and building entrances and to neighboring sidewalk. Parking areas include landscaped interior areas as well as perimeter landscape strips. Mechanical equipment and trash /recycling areas are incorporated into the overall design and screened from view. There will be no roof top equipment except elevator penthouses. Roof lines contribute to the distinct charter of the area. : - • .:•••■ ENVIRONMENTAL REVIEW (SEPA) APPLICATION R 11, - • - U.IFIEMENI • • • • • . - . . • • '•••• ••• '!„ •s: • • • .To submit for SEPA-review,-provide the items listed above to the Planning ^Division at 6300 •• . 1. Soi:rthceritir EfOUlev.ird, Room - . - • . , „ 6 eoP-iei of the completed and signed environmental checklist. ...:You ay use the 'City's pre-printed -- ;m form or you may -re-type the questions on your - you,4clioose:t;t24rek, e4the form - into „your. computer, . be sure to do so accuratety Mistakes or omissions will inarease"thel'evieW time • c. .. • ,, ... i - 6 sets of the full size plans needed to clearly describe the proposed action. •_........._.............,..„.r,.„.......„,...,,o.,,,;,..•,....,,ki,,......_..........._ i ?‘-■-...- .;1•".1.11..."',-= •••••': ...' - • • - 1 pit ' . • • • c- *- ..' ' .- iit .•:::.„ ;;.: • : • ' • • • •. . 1 - • LI ,One set of plane- reduCei:1 to 8.5" x 11'.- ---- - ---------'---•--------------- • • Igtveif>'t-14',WM" .F•*.ar . r.,4‘ e;tf:tir, trlit..JSM113, :771;1 . z-111:4,716:Vri' vcatt. y,:o-rf I .1 Am v.: • %/If • : • ""'"':..1. Ill.' 'VT.' rai!74.,....s.`V.,' 7 . y‘" :::/;-` • Fourcopies ,of,supporting studies. I.7 .::: a:.-,42 IL4*.lAldi9.41Z.,,;..'.'1,2 ..c.7t.'-e,,,,:,;..,,: -,, 7 " ,.. )".1 :0 ''.t.1.1•4:!" a• ` -. ' i ',1- -:•1'■1 ' s• ` .io C., . .., - ' :-.‘‘.1t:".J...d.. . .. 9•.' •-••- r• •:: 4. s----•-:::- -2 o- .. `t, $,.., , . t.. 1 ' ''' .t. A.t . . 11 7.1.,_ -.A ... 1 4..,t r - tAl .7.,+t": 'One copy of the checklist application.----------'-.4-----7"."---- . ' .:.1.:,.. : . • 1?,4r• 4. sq,•-„•••,„ a,,,,.,- - Atszil .4 " • . ..' '). ' . ' ,‘ ' ' ' . ' . . . . •••••~.........goormweriakoltirr4,■ 1.11.."ftr •••••••• .....•"1"4"."..".1...4174". .'"0•4■•••••■.•................-, q.......-. t•••••■;,4... ..- ••-• -•-•- "V" It • . • ....144...,‘) _ ....:. ne'set of mailing labels forall properties 500' from the subject property. • ""I'V''.."T"'ile..111:4tje"".' '. •"' • -. -7 '' .6 ''.::(:;•'::.•j!iii. ;4 .....4; k ..147■41..t'ir :•','It• : -.-af.I'' -;.. ' ', ' el worksheet) 4,-*;-- - .; .,... '. - Yr.' . • . :',4, " • ....!.....7."7. 'd • ..... ..77j".4:i;"'" .:S:: 14r..Y.SZ::;.A41.4•.:,#: in/OM-1.11 . ' ':ei lY6. 4'q..;/1!■:Pr;.Ly.a,rt 7a;i: -1-it.l.ig,Tio,,70...:',:,... '..-7-.; ..r,••••:s... r. , .')P,,,• • „ • - :, , . . ■ . • .:7., '..?..,,,., . ,. , .....;, . , •-• • • • ' . ••'::,-,.: '42; ',•—• . C.•••••-r. ..-* • ei . ,:.. • ivl..!:;.:. ; Y •;• .,t.,...A.p.o..,, .., -5: -....,•rat4 ....‘, (See address *; ...• . checklist contains -several pages of questions which•you-are asked to answer:- It covers a comprehensive Set of toPics. .-71As -a result:several of the questions may nOKapply to your 1-1CLWEv. ER,' be-aWare ithit . many.quiiilons applysiespite appearing not to. "Care needs to be taken in reading and answering' 1 ...,i4the questions to ensurethe appropriate.response is . _ It:Is' impOrtant.:that .accurate and -clear. information be provided. ,‘-You may not know all of the answers. Answer each question to the best of your ability. If we find an answer to be insufficient, • • •„:•-•#!e City may contact you to ask for more information. -- • . . ' ::••• ; • •••'';- ;' • Sometimes,- after .revieWing the checklist, the City will ask you provide. -additional studies or . , • . 'information.-nCornmonly %requested -infoiniation . includes-traffic analysisite topographt, soils .;- ..:..;,sf•i:".- ., 41.44,,,•-• '---..., - ..- ..........s............at - ....,...-4.--.. - —studies and tree -iiiveys!: .r------t-':t--I.,t,-,-;------,..--..-.-•,....t,,!,c.:Q . ,,„ . . .. .- , ... ,-.,.. .. . . - ,. •••-2?...•-...,,,,4.44•::,,ts..2. • ' - , 41..rs - . t •• ' • 0 : hi-r- . .. .. ,• . wir thiste.i • 50A 1/-"Vett4ST BE COMPLETED BY APPLICANT SUPPLEMENTAL SHEET FOR ALL PROJECT AND NON PROJECT PROPOSALS The objectives and the alternative means of reaching the objectives for a proposal will be helpful in reviewing the aforegoing items of the Environmental Checklist. This information provides a general overall perspective of the proposed action in the context of the environmental infor- mation provided and the submitted plans, documents, suppor- tive information, studies, etc. 1. What are the objective(s) of the proposal? What are the alternative means of accomplishing these objectives? }; 3. Please compare the alternative means and indicate the preferred course of action: Evaluation for Agency Use Only z • • Z WD. O 0. V) ILI J= CD u. uj g, u.¢ d tu z� F- o. z� D o. w w , —o U� O z :W. 86-61- cifrA41.4sT 4. Does the proposal conflict with policies of the Tukwila -Comprehensive Land Use Policy Plan? If so, what poli- cies of the Plan? Proposed measures to avoid or reduce the conflict(s) are: T, F. -23- Evaluation for Agency Use Only • •z Z. w ; U0: Tr, • •`•-• *4.,•:44.• . .4- ,,:tti.:•;•(' ' 44. e -• -.11 .• ,.• • • • i•.'"::•.'•.`••'.:2:'`71.7)!1.2.t.•.,„ .....,. t--•••• ..,•;:r•.;•-•r:,,•,,. .44 .• • .'4.44' -.4. ' .. ; ' 1 • . 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"."4 ".• .;"" ."17! • • '10!`!' • '%1" • " •!IT.; - • •,•• ••• "%,€ . . • " ' ••• '• • :2' ' • . . •;t7: Jrt ..it tt 7.1 • '-- . • 4;4. ;,4,1,„,.4.4,I.O, • • . ; Z 'L • • • . . • . :•• ,•• •-• •••:4; tt • „ . . . . . . • • — • '• •-• • 7- 4.— r• •• • 7..7: .4. .• 1.401:.4.44.44:4 "...I'll:1-'415.1r 4,-1.4. yr-. • /4.14w 4.. • • • .. - e,r4.7-VMS4r.M4.:,7•16,Wis•.0.•:44.47m. _ Miz V.044 GArzc, LF 62:),042GE Taie-4-1/z-4 I_ 111111 I ER 111111 • -111,111 II= HUI WO. DOUTH CLCVATIOH (FRONT) ..•11 EPIPPH 411 VICINITY MAP NO SCALE - J CAST CLKVATION (116HT SIP) _L 1+PISTH CLCVATION OMAN •- • .J PCIT CLZVATtON (.PT 11.. mov.A..racioVeCATOCKISMeNrgr ..fORNMOIX • • M co a 35'-0" OA HT. E a 03 .y • in I Ml m U I w A 4• -0" . • .I PYLON ELEVATION SCALE: 1/4" = 1'.0 cu C7 cv�. C O CcA TITLE: NON ILLYN POST AND PANEL SIGN Date: Approved Signag: Consulting Permits I Variances Design Purchasing Project Management C.S. Sign Corporation 2103 N.W. 98th St. Seattle, WA 981 17 Voice: (208) 949 -7060 Paz: (208) 783-6401 2067818850 25° -t? 13` -Q' I I I l 24" _ Mt: Van Card 30" Self Storage WI= IM r r41-44 • LW L SOUTH ELEVATION SCALE: 3/32" = 1' -0" ELEVATION SWIMS SKIN LOCATIONS SIgnage Consulting Permits, Variances Design Purchasing Project Management C.S. Sign Corporation 2100 N.W. Seth St. Seattle. WA 96317 Volpe: (11 De) 949.7060 Pax: (906) 789 -a401 Z 1— Z: 6 —3 U 0. ;UU U w. UJ J uI 0; g 5'. co = a. �_ z z o� de w; 3 H U!. _ 0, lllZ 1-2!. ; 'i • 0 d 0 U) c co r- Z 0 N, MUG 1 s AGUISo I111.9X ro SELDSEC AMU. 111,111 Hrs"Q= �' %1 %.1.41- � -- - -- Dn,f c •mo n„a , L $O C )1 (1§ (,aIR. 1174 re, 11:57 AM 0 W A SITE PLAN 1•= 40'•4• a 4 1, muniim moue r air "% Lin} MILE: IITE PLAN Dates Approved Sigoag+ Consulting Permits} Vartinoaa Design Purchasing Pro)e0L Management C.S. Sign Corporation 2108 N.W.98tbSt. Seattle, WA 98117 Voiee; (206) 949 -7060 Fax: (206) 788 -6401 I I 1 On \ER 1 ENbI \ °ERS NAPE MR VAN OARD SELF STORAGE C %1571326 NORTH N LL ArA4TKVT5 i / J 1 1 / / / / / / /'I J I I I __ _ _ o ,,,,,VANE STEVEN ] 6 ST AVE SMAN SEATTLE M ,160• 206 ]6."541, ttxR R•.pl STO ASE COLON*. A 3 STORY DVE4 1 BAYK4LS SELF CBSG T DET S AN TION FOR A FOR STORY OVER REYEn NO iS SE TBE B,LDINS IT'LL CONTA'N APFROtEMATELY 6LV0 RENTAL CLB.1.63 TPE FLOORS ABOVE AND BELOn TNE 00PERADE LOAD NE IS PROVIDED ATTTrE ENTRY OA L DORY WU BE SERVED FULL tt� OFFICE STAFF ALL BE ON SITE FOR ADM W STRATTON NO SLRV21LLANLP. SPRNKLERED.nCONCRETE O KLAAL TRJ TE, E iNRIOR WALLS VyLL BE PA 4TED COYRER AT GRADE r•ETAL SONS ABOVE STUCCO RRRED BALCONES OR OFFICE CS ARE b ADDED TO E`11LATE AN APARTKNT STREET YB50 SafiKENTER &v. ADDRESS / ,' / / / / _ I 1 / I 40/ 4. 1 /1 NA]Q tM lx15TVAS WOOD FENCE L .FGr•rtc • •n °r°diP ^ m ife•Y.« n..[R]T 1 �— -' - -- _ _� - -_ CAVIL BV•i«ROED nITCn.__ roveel JAY DECKER SOOT ...TOR is. E 20P SEATTLE M 417'0] ]Ob 953.1.. rovnK M'•ORLEGPEN ]EST NORTIRIP AAY SUITE 200 BELLEWE M.6004 r, e]T 5]5e - I y °\ - -� �- \ . Krµ.+�b r / „ . 4.1. R \ • rtMAv< lsTlrN �" YT'ENTS iz GISTIHS TREES R1 RE BE �T i SEE CAVIL IVI dl RELEASED ` Pi 1 — I�,{�M1 ` // �� ®� I �v 1 I —� — �' I \.. _ EN `` H i. rtTRpp, ,.T/ sD Ls ev.veea DE b RB- 0•10 IS•lio REDMOND M .605] Ti 061 6000 ax �av �E4P R�EGWDEDIiYV0. lO aBi'tiwi5 PLATS. LORDS OF clrtl LOA�'Y S{ I/• SEL ]S T SY, R 4E I i I N PARLG yyEK 9S. '00 0202 0. / 13'-0• �• �— ~� -� 1f ROOF PLAN CO4`4CTO, SEATTLE CONSTR.CT■ ON ',ARK u.RCL 4 5Ag1A« WA .605, »eST ,1uo ROBERT 5 DAVEY bet, DA FRONT ASSOCIATES ARC «1TEGT ISSAWA «M,160]1455325l5]5 \ �I CO -1;.' '6'<C:I I I I • '� i' I / ^+� // • • SCALE 1'•50' 4 W •/' / W ry .0� RCF RE6'OBAL COM••E4LIAL i 0 { II a 1 exlrsrlw ROCKERY UCILITI_5 Cc/6,K' OS TOTALLY rnN'�co'FNKLn.EST�IaD.e p11,FER ] FNSLOORS SSEG OP00 01 0041 • x640 SIDES/ _ ISC ',CRP FG1�Tr[ILO Krrs pEPARiKNT 6300 SC•]n.CENTER BOULEVARD (4000 'O ee 'B I SELF STORAGE / I I �]y' 1 W �V OCWANCY STORAGE 51 OFFICE 5EPARAn0' I5 RECO *21002E A FIRE ALARM SYSTEM 10072 + ARwwnc SMOKE AND PEAT DETECTORS. f! 3 3 FURS • ] BSMrS AT I6000 . 19110 5F T , tI p HATE.E m 1 EKANKSACR FOR /�RQ'l'O.t R / I \ \ SAS L •ronea cirri K �LOE�•Nrr SERVICE CENTER 2262e 66TH AVENUE WV ., KENT, WA 46032 .000- 5]1.41]3 T 0,1 I 0x157142 TREES COC.ET•N.6.41� �/ A-.c4Ae..E TYPE 111-x4 AREA Y OLCLPN.CY • 16 005F BAY ALLO0•d.E FULTRE STORY TUPTIRE 302.10•36000 Y SPRN-LERED KLTi,•E (30041.106000 SF b0•32,6 60 0. /. I i ^ TE.GF•404E VV 5 KSr LOA 3621, Po. x601 ;TTLETON. CO 0062 e00- 5263557 1 \` e.EV+ i STD 6E PORTION of BLDG nu. BE AN/ .TFD TO M rrt•RFE F n, SAS .PALE EA •RC TrE OFFICE IT'LL BE A NCO• DITIO.ED (PEAT R GL•211ki # L. HALL AREA 5 R .,. DOOR UV UEIE Laf'LE AD c�1L1N6A+2oF STORASE R50 LL ABV GRADE ENT* L.Y?.b . OM C[ NOT t0 EaLEED OZ nSF 5500 ti IR AIGMKE 107 TO ExCEED .5 A x 81.170 PERM (5401.4305 MrTS 1 \Tl L16.•'Ib 5F1 • 14700 WA S 662. 030.70,2. 3 WALL 510323 ALL PER ORDINANCE vaR 5EP PERr�r .{ a�� � . / .y�g[pgp I S °1 • T O P `' . f / `\ • 'tj e0. .RVI I t l FN. N ar4ro,'. PMEA °a1AH” O� Tjyl II C / /'V�j` ✓� 1: PI y✓ _ I Iw . K2 NN `\ v ``i 6uzd T.0 � /,� ' / t I 1 � 641/7.323 INDC% P TMAY A/ PAINTED STRIPES / Pj I ^ I �I �7�I ]•' I A] Slit xGT10N5L FLP: PLAN A. LI0«T1N6 PLAN ASPN FEATBER \ e �0 4 �( w'A T • \ A ♦� ;�'-. V ]8'f y1 Dlr'°STE4 LONL FLR {y' ( 1 �� J1'' P ° 0• Al 4'326 RET HALL '�� 11 A • USAir LEVEL I A6 FAST LEVEL ] SOUTH ELEVATION Ai SECOND FLOOR FLAN / //3666 t' F. O `F / ") I Eye /EH 5' E4 / /0610 WALK ' ' v ,L i `YO .B �,\Y _ ' 4 1/ I 1En / AP.I L''''''.-..,/,,, ` •� 10105040+44 `\ `\ \ / /r .�I III■ f .� a�� i •' �11 M r «Rn FLOOR R,wN A SCVTN • EAST ELEVATION A•0 BARD« • SECT 0145 O•N A11 BJ1lpU•5 SECTORS w 51.6 / L L] PE'6.t1o.ov 4o rm. C5 517E YOPE PLAN /'Zte 40000l10 C• 6RADN5• UrILIi1ES __22._ r LI LANDSCARN0 RAN LS LANp5CAP1(0 YLDNTS LAND 43230 Y (0.141 ALRE51 AREA ST FL. 15022 SF 0.16 SECOND FL415}yC0000O REA BSM�T IFL4 MS BS"1T ] io•AL 500056 CROSS SIOOO 53 a. NET FAVib Nyiff 0093 30� Is000 GT W 44Y13 5F 131111 1..V% lees 53 (4541 N` R` nee —�.L. O 3/4•A'''''''.4'... Lq�e/ a{ I�r?_o+ 1 •. • \ S c ` _`5 !i5 X40•; �I . �\ T�,C ;S� \ {If. "i I�f I .1-4 \ FN r �6 N FA, I a ♦ _ C3 —„ \ C EO. SITE PLAN \ Vo I ` 46 SITE 1'•30' \ \ Ak P ?NEST ELEVATION AS ACTL, AYO ITT SOU'i !LEFT/ 26,0' «E OrR soa,. (REAR/ 15' LAST fR•6«TI 23 -6' DUMPSTER ENCLOSURE Av6 ], -6 -e..., 3400 1510700 SCALE 1f 4.0.0• 014 4 4 ROD 52520 Y NET / 4500 • IS 5.400E5 S6001 IS SPACES LOADING 3 9P20E5 IDAVIl=V hiSS ®C064'VtES 44F8C0-•0OYL�CV 2-4-•• ° "' ' MR VAN GARD SELF STORAGE i� Tucn'LA ARCHITECT AL SITE PLAN X= Al `.F, azpo' rev A -wor]r sr r rss..ovAF+, w�. 1eoa� rcL l4�35.31Z e5aa 1 Z W U U O'. i CO CI J fA u. WO LL Q co n `W r T z F. W O V (:) O— CI W hU UULZNTTy z ELEVATOR PENTHOUSE\ GALVANIZED METAL ROOFING SILVER GREY NON REFLECTIVE EXISTING FENCE. 133' + /- NEIGHBORS RESIDENCE ELEVATION LOOKING NORTHWESTr SCALE 1 " =20' A2 ELEVATOR PENTHOUSES GALVANIZED METAL ROOFING SILVER GREY NON REFLECTIVE way ELEVATION LOOKING WEST SCALE 1 " =20' EXISTING FENCE \ 144 A2 SOUTHCENTER BLVD SOUTHCENTER BLVD ELEVATOR PENTHOUSE \ 6ALVAIYIED FETAL ROOFHO NON R SI 6RE7 FLTI 7 5.0 FLR Ex15TNO FENCE\ ri.�CMS _ _`y 1l5'•/ RESIDENCE 710 FLR ST FLR COA4Tl BSHT 2 ' ELEVATION LOOKING "EST SCALE I'.20' 6ALV.02EO FETAL ROGFINS SILVER WET NON REFLECTIVE 1615TIN6 FENCE L 3RD FLR 2ND FLR 1ST FLR __ BSMT - 66MT2 ELEVATION LOOKING WEST SCALE 1,20' C Ex15TIN6 NORTH HILL APARTMENTS I I 2 NOR --00 TED .../ r� RSD Sot VAN 5ARD 5T07A67 TV4NILA 1 =� SITE SECTIONS g A2 I L1 // / / / / / //I //////////;1 1 1 .•% etD6 E01nW FACE OF BLDS LISNT METAL / LIAL FI le•.o- AA I / nn • LOO6EN , A A •��� Its l / 5EGTION WALL MOUNTED L 1.i BAKED ENAMEL R/'"t I SELF STORAGE HALL MTD S'w+IEAR BLVD !AVE p , s °� A FROSTED I +� LEM — M ""' ELEVATION DOWNLIGHT A A 1 AT BLDG PERRETER A RECESSED I ,} ON / I r' / WONT FIAILRe lYi .'N•LOSEN 71f, 71f, . LINE OF MET AL SOFFIT 418%fitt \ILMSR GLASS RECESSED SOFFIT LIGHT B AT COVERED LOADING \ 1 \ SOU ``J \ rNa \ �'NT ` \ FR 6 LIGHTING PLAN \ SCALE 1,20' • \ .. trzawt v. RAass®C06A' ma LAO�C0- 11011 355 FInONr Sr N TSS.AO413 6WA. DGOS7 re'. ('25)392 6522 L 1.4 -UD �nrsw MR VAN OARD SELF STORAGE I I � TL"CNV LA LIGHTING PLAN S 1 tQ A3 ,�q. I �n.w RSp = • LlJI -.I 0; 0 0 10 N LL; W O' J I— W Z 0: 2 U .:W WI+ • H V; LL O, Z, W N'. 1 • Z , a:Dzkv[E,e- .oksaaooAlrae. A FR C 0-001-IEGlr JOS FfIONTSTIV 1.354.21JAM. 1:780.77 (.4 1'5, SO. IS 7.73 fon VAN 6ARD 5SLA VORA52 WVLA BASEMENT ONE 1 1 I ___ 1 1 1 1 irlapi. # rir x o r o ; wffIfilik 0 v v 0 - ft I • ti x wilts 1 I -----• -.. "11111 t , I ! 1 • I I 'I , CI 0 r- re 0 0 - ft V 0 r.1 II V , ■ ! • • 1 • I . I CORRIDOR 5 , i 1 . _ L _ orrice / _ *44. \ ............... 5.44:44144t >(/\j ,. L055Y .... _ ty. •-... -.. ___ „...._ BASEMENT LEVEL I I I 7IIIIIIIIIIIIIIIII - c • „ • 1 ii 1 ----- ii - - i a:Dzkv[E,e- .oksaaooAlrae. A FR C 0-001-IEGlr JOS FfIONTSTIV 1.354.21JAM. 1:780.77 (.4 1'5, SO. IS 7.73 fon VAN 6ARD 5SLA VORA52 WVLA BASEMENT ONE v O U fi ®AVEV LWas.caO k. -ra O0-O T QV .fsa /nONr Sr n, .ss.*ot.,”-, . 90027 rcc (525)393 0522 11 2 -4-00 NR VAN 6AV SEW' 6TMIA6E nrrcu BASEMENT TA 11 A5 I I _ 1 I � iiiiii, liv_ , ___, o I f r 0 u It- V I I u III It / u =I 0 1 l j r o a r , I 1 0 o 1 I Q 0 .- It Q r r o 0 r o r o ■ 7 1.OEer BASEMENT LEVEL 2 IlL 11 U fi ®AVEV LWas.caO k. -ra O0-O T QV .fsa /nONr Sr n, .ss.*ot.,”-, . 90027 rcc (525)393 0522 11 2 -4-00 NR VAN 6AV SEW' 6TMIA6E nrrcu BASEMENT TA 11 A5 q'q• 0 CEO • i On OQ COO to b4'-4• 0 12 13 9 n' -w• e'-.• w.e. ?.-.• I w• -4' a..• 1 w'.p. 1 p,•• n'-e• Y-•• � w -p• 14...• n..,c. 1 i 1 I I I I 1 1 I 1 s I �_ Afriirthi - illft , 4 I rirliripi R 0 © + 4 mitt c° RR 4 R u a 0 1 r n ! Li 1 G §I 9 u r O i a 1 III r O o i r O 0 ° O r III > r U 4 4' 41 r n - vi r FIRST PLAN LOAD NG D n a i\N ) ®1 °O \�1 ®® R c �� FLOOR acme ve••rq• . „ Sri. fir �* � �, 4 . car ,!O'4• 24-0• • ! I V l4SS ®CO L4 �$CO ] -<_� I rc•,— MR VAN 5AW Mr STORMS! 1 h nW I i<` FIRST FLOOR PLAN LF A6 Je .i o� %•� . pao2, Joe cnn'4' snn ',WONT ST IV ,ss.ou....w.. aeo�� rcc �.v » >ao ee�� San me tiso Z Z :. r4 2 6_. UO N O' W= • J � WO • LL Q 2 Z 1— O. W~ LLI Q O 1- W =U • U O f.,.'. Z 0 5 Q 0 S'S) 00 00 a a ,p..0• -0. EDAvL°V AROOD —o0T C—•' -en rwoNr Sr ,v 'sa.OWA, WA. 9002, rc.. {1.70»92 6522 L MR VAN 6ARD SELF' STORAGE SECOND FLOOR PLAN t- A7 Z rt J 00 N W. =, J W OI Q' • Li) cj = • Z�.. Z O. U L] '0 co •W W Z -I. 0 Z Aria Illifirefrirl _ , - - ._ _ _ . . ..■,.,__,..___ r it/ . . , , s . . . . . . . . . _ .... _ .... „_, _ .... r r o ri Mit I iv = o ' u i o r r f lI I 1- l � ¢ � I 0 ft 0 V ! 4 - --Cal —3 —a SECOND FLOOR LOA71N6 \\ . w,j §. - --`N1 �/ j PLAN sPuzn 50.un ciae w••re• of is' N a a ,p..0• -0. EDAvL°V AROOD —o0T C—•' -en rwoNr Sr ,v 'sa.OWA, WA. 9002, rc.. {1.70»92 6522 L MR VAN 6ARD SELF' STORAGE SECOND FLOOR PLAN t- A7 Z rt J 00 N W. =, J W OI Q' • Li) cj = • Z�.. Z O. U L] '0 co •W W Z -I. 0 Z A 9 •■•.7 .. 041 ". I5..... •••■• ,..,12. ..... I I I I I I i : 1 • gi in -._ ! in 4 FL r o a . . -,- b , . 1 kl = --I—Z--iB (6) s...-.•• g ) 12 0 a _ IV r r 0 a I 4 4 ___ a o ft ot . --- . 0 , . 4, 0 n tt o 0 _ 4 -,--4.- --I 4 • , 1 ■ . . n _ e ri 0 ! — .......■.. •--. : • I , c 0 pe _ , * ' ..„"lillillill X THIRD FLOOR PLAN ......................... I -V47 I.. .1 ------(g e - - '---. : -",,..., E.,11 ., **Ail A 1 [ Ili Hi! t (5 irt ..7.. . I "ifi -0. 17.7.0. ----------../..„....----- ■ ocooava'y AsagraogA-rse AIRCOanr=-c-r II ':.', r " *.'" I 1 i Nil VA.4 64, SE-. STORMS! SW. LA TIRD FLOOR PLA N I I bA8 g; 30 5 r,zvr sr , I SSA 0.... W4. PPP, 7 re (427)3 2 6,2.7 I l. a..t.P., I . I TALL Ma/VW RETAL ...4....r.• MI. .., .1.• lel-Rbf Mr Vfin Gard ROOT RE.,0 b , " ;71g' 61.Abb :T.."' Self SttYrage ' • - _ RV, StPREt r.01.0,4 ----- —0,1e-a,--- t. SR17 1 IM,A1 1 (4 L , IIMLILP - IRMO I V PLR --4-0...—t--_,....L..L.,••••0, ,a• 00• PRA, LAP. — 2•0 ...".........„,.., — .-- 7"--71'''CljeR.1 '., I , '''' i L •EtoR. .-.9' "" I... ' 1 '' I 171;•tti I 4' t N R T. RetORNS N _ _ t E SRC. I I HI I *MR I I ..._7- — - - ..— .1. Oryi•L ,' 1,5•R 1 NNN PAiN7•0 ‘0,4 t •APREP C.0, T1 5TOREFRONT 09 en, 2 — — - SOUTH ELEVATION (FRONT) , SCALE 110...0. X .. • . r • it 12. , , t..... nit :7 Ltrt ' 121,1 I i 1?1 92 0.01.45.7 1 t? --- I , t - Ltay7016 6RALte . 1 I t■I I coNc• PPM PANTED J -I- b, D., I 62' • 05,0 2 72' ■ . EAST ELEVATION (RIGHT 5117E) %4.t VO..1.-0. til=b A VIE 'V' A., a S01,2, 'INES ARPQD-01117aGir 1_ 1 h ,Rt VAN SAW SELF STORASE nRedLA 1 - I R 5 SOUT,1 1 EAST EXTERIOR ELEVATIONS I •,-., X; A9 1 1$7."7"-Iii)..1,0' 1 .305 E,ONT ST IV JSEACU..../. W. Ii00.2, TEL T.25,79.7 e5,.? ,-,,,, -,„ .t i �4 MtTK 1010 • • • s f I Y[TK 4• YPM I III I/I( 000 >?I ,f di R II 1ST I I i 5'500 2 NORTH ELEVATION (REAR) %Ke 110'.I'O' "' -- —.ITK Roc. I I II i I..: :.j.:. I PIETAhI12,K+ 61,a2r. j .• Fi ,22 STULGO I I : I I I / NI 1 f I-I nT 1 I I II • cac MNT I"'L DY1T ] WEST ELEVATION (LEFT SIDE) xue 10•.1.0• 2�1�� .., Ml VAN 0 SG.! ST01V.6G I iY ncn•u %OITM 1 ri.ST G %TG4O4 ELEVATIONS Ni' I y A10 lir .gee F..o...>• s,• .., Tss.ou�... w,.. 90027 Try (.25)J92 6522 _ .. a3D .t i �4 ir: V� �I (�1 Y� I (b) (91 YY IB) ��l (IO,i � 0-1) T 1 i 112i (13' Y j ii4/ 3RD FLR 1w-41 twmo.^ranl 41{{ .� 2.ND FLR ) .w.. fill 1 4 157 FLR 1i- .nccw5«ue «1 II II 9 BSMT 1 1 1.07 w«s•acno.i 4' l BSMT 2 I i.w cc s *.o.i a:.p. s.,•. I 7+_1,' -•• �^_9' 2'-•• +.r.p• p._•• ..Z__.7 .'.3) X6.1 IB',1 (9'I S) jl vt S°_c.TIoN A (E) iK) (J) SGALE vo .1-o • (Hl T G (•1 7" iE1 ,D? P` '; $ . ER7 FLR 9 4 2ND FL1 i t 9 1ST FLR 1 4, { -- 55MT 1 D 4 95M7 2 5°GTION B SCALE 1/0'.10• oQes-tf- A ea ®ak...-7. aa ^= ARICO-004ECT I 1 . ••'a VA46A4NLA 5TpU6G I^ ups n,wv SECTIONS S€ I 1i4All 1 /B'.1_O• I_ �rrso �s5 .ROB Sr H 'SSA o .w.. oso1> .f -�6, »� a »� •Z k•• Z JU' UO Nc W =• Jam. CO ' W • J�. Ana. ~W _ Z Z W W' p Q, • ON WW U. W Z. • UU r O ~'. Z S.W. & S.E. 1/4 SEC. 23, TWP. 23 N., RGE. 4 E., W.M. O • :PA o �A„ a U0 cz =5 g c4 6 =5s Vl wg g m Rda 61 SURROUNDING AREA MAP It tr ig • .. S $ U: \99 42- 02 \KUM.G•9 •i 31 �n , is 1. 5 SURROUNDING AREA MAP' SCALE: ` GRAPHIC SCALE 0/08/99 (NM') C1 4 Z w2 J U• UO U W =• J I- N u. W O QQ LLQ - W Z= HO Z I— p U ON 0 1—. ILI W h --- W Z' U =: O~ 2 • • U: \99242 \vSUR.C.9 NqC Olt .orts VICINITY MAP Orr or 1.0.4 WO Cm) 431.301 anus .as :•,° `su.n� na "rro:row 1141 "ww m9°�"Oi9,/ r9�drtro. Cr MIND 110.9xr.ra MOO .Liar nom «s..wa ..rt .u. o•nn ... sv,xu »..w aru•rm x me • aa.wa ro r wr9oR vo-xu n9m4u,. r73:7n1 .w 'rMr w "M.. Sr SOYA .w .ssoo.rt> 114 M°sO Liao ioswa 1Nm zoo on, Or VIELA. wo�`w aau.mnurt.m .• ro .xxx soon.. DPW.. M. MI. Orr a.o., m.r.4S .a.v SPAR rsn OR a nS uns PO s4ZS ro r ri (,qv) 42104 (kW) 0.00.003. u0 a.ms • mews 4oc.rto a norms 9bs ,u..90 ram .°c sa4vc"4.10 "s rot I. 4. rt..t 4 LMOSI nc4e.cMi _ 41m.N0*w oimrw arurci 4 .nu wncu TO worn o..aR /.Li•n. • T ...M. nW WICK Orr OF IM.A Mr43 ..0171 �.W[vu9 ▪ w .Ii13 mss UC • fdRN. RC. ma. . we ro 114 1•m a • nu n.wr. uw1 mSU.ro, 4o nLi.ronr .g9•rw,urtn rNOi4147,; "w. 11 n9gu.14E r sMOOS Pat, m.....9.wrw OE.= AS roSa.S M 9c 31 L Or:s, n•eI I,. 9srur ▪ 4nir14un bR. 21 . Mvr4 L. u SAO nn..b9 OR Lisa, Io F. ROIL. v igmRvr .4 or rim., surf As coo.M0 nII. ir4. °mw frISIKH rtIIPAO l` Mr.2 m ns°0� CR fa _sK.ri w: 1°..44.2, Man/ /.as`, C.S.o" bORM9'.rsR "' a v r.. nsr ,42 b .., IRK 1,2 M4'oe.rtInt oov WI 11.22 rtro Kry .'nr n larontarr FOR .AM. [MR 43 Mutts MP Mb MIN.. o.at ..rt..4s . COT m,Iw.mo Mt NO 92R GRAPHIC SCALE (NMI) m R SE 1 /4 SEC. 23, TWP. 23 N., RG. 4 E., W.M. C2. 4 0 UE ;1n 0w5 Nhi °)Ia � U: \992.1- 02 \LSCH.9.9 S.E. 1/4 SEC. 23, TWP. 23 N., RGE. 4 E., W.M. „ MRCS STORY 11O09 Muir 100700".1 RMWG • AREA Cr DIVING • GRADE 30X (SNOW a DoT HAIGHED - Tll+.) • AMR. TO SLAW' on TOIL STORY CtsOOMRSO■ 000 AREA Of 0151100 GRADE a 205 (SNOW DOT HATCHED - 1411.) ?f.'iK �82f Fya72; DL.AtiM 171!3 •�•• ti }`- V • • •t 1- riyt • AREA Di (11151N0 GRAM a 205 (9100) DOT HATGI(0 - TIP.) (151140 a04,0 AREA EACEEOmO 205 GRAPHIC SCALE WI MI RR RA =MI PLAN OF SLOPE AREAS EXCEEDING 20% MR. VAN GARD MINI 0 0 U Z 0 Js ! JD0 1 -.20' 11/30/99 99242 -02 C3, 4 Z = • f.. W Ito ea- -J V UO: OD W: :W=: OD uL: W O: 5 `o =W _. Z O, uu W •i Q O fn. CI H W IU • LL 1- . z !1J U_ _, O. ~. i Z Kg S.E. 1/4 SEC. 23, TWP, 23 N., RGE, 4 E., W.M. E101N0 ACCESS 10 411 0051 1 "TS. `~` • WATER SYSTEM NOTES: OI C58NCCT l0 EIaST. 6. OR, w*10RUAP1 (CON11RU 61 ME 8010) *1111 6• TAPPOO 114 (Alt VANE ANO THRUST BLOCK PER ON D< IUNMU sro. OWO M -e' ©90 O 000.v.▪ .*. PER drr Di IUKAILA sro. OWG •w -10 0 1 . aAE Nro8ANI ASSEUBLS NM 6. O.I.P. 1EED P10015 D< 1111111* sro. 060. '0.4' OS (0 C. NM 4• D.I.P. 1'000 Pat 010 O0 11MAIu sro. 060. '0 -12• C 1 . 1 I/2. 000050[ Sa1NtE *01011 O 1 . 1 I/2• IRRIGAD011 *0100 NM DOUBLE 01ECK ASYUBLY PCR 015 011 151011.0 5TANDAR05 060 u. 11•D.I.P. \ \ O • I/2. 008050[ SERNQ n,,e•- •40,1 ;^; \ _, DAU Oc R E00 N0 ) 0E HATCHED - MP.) ,.• )1, - ,.:r.. \R, ti .41'•eNmmifm?6l °a.`,0 ,. ' 4 . EASEUENIS 8051 BE »-- -- 1 \� \ 000005[0 Dv OvMCA PPIOR -A .1 I' r---- �.._�, 11'1 -.0 11+� L tD BmLwNC c5851RUCn58 - � ), $ 1110¢ SIGN MCOn 0,000•09 Wwuq FIRST HILL APARTMENTS m11wa.w. Ms. l e cOY•rAIN x,!00 s 6• R R /, T:1 e x.111.y. I3' pP. IN1ERCEP1at S e SwAIE (1077.) i = •�• �,, (N 4,,,:! 1 II 1111 11\1 1E0120IN 0.)610 .112 /50 •' o zJSx l, 010611 54• fYPf 0 1 IEUN1.10 1[(0).11.06 (13• Nw) _ IE(IN) -1535 (I2. 5) '~I• li IC 001).14.50 (N• E) NEAT SAMT 14 SEAL 011E '-A 19J' C /CI , �/ (*AT010001. 100005) 5' 001x001 i iw RAV.I"A1 .e I i U %lit/4f 4 / CIGST. ARCO 545 5118001 GRADE AT 3:1 (211 MAC) TO BACK or 005T. RE1. WALL S(iY .I11: AREA OF 08511•0 GRADE P 200 (5110061 001 NAICNED - 1w.) +'''•PROPOSD BUILDINQ BSMT. #t F.F. =82,00" ,r-BSMT. #2 F.F. =72.00,' 2% 11A %. ROPE N 0/1 AREA 1� 11040 1 TE.19.05 10.16.05 6• RAIN LEADER o 2.05 12• DP. INIE0CEPT01 SWALE (GYP.) 0ON 40' TYPf 1 1/ TRASH RACK 0.96000 18(001).16.90 (12. 5) 117711 1•80 1 5/ WO 0 25 15.11,10 • 0.16.10 PLOW 051100. WANKS f y4. 10PC IT 1[.62.00 0/110w.11.J0 ` 10.74.50 /1 0Alnus. �,�r r � 90 UBOw [LEV..3/4•. 060* 00..76.. �' BM. P1A1E 0A.■t 5/16.2 QI 111 I 6• r 011 /081 151111411015+ 0(..1 1.9• CTR /101 .. n i11 Il 1[(w).AwO Or N) A IELCUT).7500 or 5) (1{[r1: ``1` • muN Me Imf D • .n9 �•' •• 110.6250 1 �f 11 10(0).11.65 or H) • 1 ' �\ - F .0 ((1X).1110 (I2 111) 1C(OUI) -7170 or 5) • NOEN (051. DRIVEWAY AS TT 5110111. PER 010 or 10 %018 STANDARDS. AND REPLACE SW.. CURB 14 01111601 AS NECESSARY CON[. 0(188110 WALL \> \PER 51ReC1. 0805. GRADE SLOPE Zr - 2:1 UAW. 10 EAST \ PROPERT5 UNE ARCH O< %(SHO fq � � CAME 1 201 (SHIM) \!' 001 11010•0 - 1077 15' AIDE CCNC001E 0R11E1AYFOR 0YEROCN0 ACCESS 0015, PE 015 OF TUP0LA SM. DWG. 'Re'. - +' REPLACE ADJACENT PM1O4 OF 51:[.81(. CURB 14 GUTTER 10 NC%1 CONSTRUCTION 00N15 Y LEGEND: D0V'4P11011 P4850 AREA BOWING 801141NNO WALL 5A0CU1 LINE MTCN/SWAM CONTOUR SPOT GRADE ROSE ERIE TOP/BM. K BANK 07001 GRAIN PIPING SAN. 5EI R PIPING 801ERU41N WARER VALVE WATER *E1ER HYDRANT 50811 CB 5584 55 C.O. 10 IC n BW 05 RL C1R /CIA or 0/C ((STING AVM AREA EXCEEDING 200 Pea+Na• f 1 42• 90 5. SS W Pi • • • • TOP (RN) [LEY. 01101 ELEV. 1LONW10 0409. LOP cr RETAI14110 WALL CIEY. 001158 Of RETANIING WALL ELEV. ROOF DOWNSPOUT RNN LEADER PIPE CENTER 10 0(11101 ■ GRAPHIC SCALE • 0 09 ,•0 1-.20' 10/08/99 99242 -02 _..„ C4 . 4 V: ',99242- 02\15[110.9 Z , �/ W 6•b 2 JV. 00 CO • LU WI H U) LL Q2 LL ry W F =. ?� W O ui • to O -' O tu =L0 r • LL Z' W N o Z ix,e.w utzv Kwce I rr—Seed to Llano or I Dl/tvaertw._.1.. a0EA Or ()DSmmo GRADE > 20% (St6P1 000 NA1CNEn - T10.1 PET WALL --0J1PeTER a , EMCLO err WAL1. NE0 Nce.NTfR at PO AREA C0 EnST'OG GRAD( > 200 (Letter DOT NAODIEL - tn.) PRELIMINARY LANDSCAPE SCHEDULE ____SYMBOL BOTANICAL NAME COMMON NAME SPECIFICATION /REMARKS Deciduous Trees ace• rube, 'Red Sweet Mel 2" eel. 00.12' 1a. evenly Llr'odenAYOn Tu'Ipllre headed between 6.1'. Wall Py't. callary.ne •A.t.to'74l' brenrJaa netth.d spee'nere. Plate,* acrlrolle Corru. kp1..e chnen.. ace• c1r ,000140 Acv gl ale 'Poe' Prvu..0. Evergreen Trees Red Sweet Maple Lender Plane owe Arl.tocrel Pear London Plane Trea KOreen Doe+'ced VM5 Marla Fero Anr Maple 010+..1(19 Gerry 1.1.1.1 /2. 041. 01 nultneteen .tr. 6' Fatah, well branded. B.B Th.Ja p11cete P,ru..ylrawu Paeoaot.uga 06.15011 Ch.0a.cyaa's o. Caa0lll.' Pi'44 eoeto.14 Large Shrubs arbutus w'edo 'Corpecta' Berber. thebetr9,! Plrls japan. r'�r1ed call /ornlca RI0000e00000 .p. Dez orate 'Cavere' O.Nntsu. del4vayll Prv.+a Iwlunlee Thtl4 occIdrtal's 'Snreld Grew' Come. atelon1rrea Naiadl.cu. decoke, Sella encee'1.!. Plyaacarpu. capltetua Small 8hruba Abel's 9.'Edwa•d GaudYY Berber'. a 112111a'n Pee' Pea aerate Groan blend' J.ntperu. sp. Phl.01.90 'Mee 0.01,5 bt0.w00011 Pvnu. 1. 'Otto 1.1.y .• Red Ceder e u Pro Da.gtes Fir 1.400U Cypress gave Pero 6.1' natant. 611 end buO.y 1.0 04.4 B.8 0v60 Strawberry Tree Japere•e Barorry Pte, P401010 01'40 Myrtle Rn000dreron Japenete Wally Welly -leer Caner... P0•ta001 Laurel Arlecneltee Pedne9 009,000 Coen 5prey 51104 t011010 P4C1r1c N'nebark 14' relit. M.. /ell and b»ly, BIB Cr a.. .caber, tpecIn9 as *Mw Edean% GacMr Abs.. 041113. Pan Barberry JapSrose Wally Jw'pa- YA190 Pine Fragrant Osnare0 Otto 04 QMr's Laurel 15 -9" h. (NI and busty, 8.8 or c ..tamer, ateacl a as 64-001 SYMBOL 801NICAL NAME COMMON NAME SPECIFICATION /REMARKS Oroundcover__ Arctoataplyb* 800.011 Kim...!and% �/)/� �()�� /�/ !nerve• sp. Jv+ipr 1/%r/.% % //��!!.r1 t et 010.0 N408 1 Wedre hells NeealeDO'nl' Nebh,'. 011 Ivy uypwleuw celyetrte 51. Joh+Y Wart Rough Seed Bioewale Seeding Cmj Exleting Vegetation To Remain 4" pot. 3111" 00. Of 1 001'00 een141nr at 24" 06 Seed over dlalwb4d Area.. tee a 00I004uon. App.oxlnate cearl 9 .'^Its, vrlly See tpecnlcauam LANDSCAPE PLAN 1" =200 !I Or 6a 7d' SCHEMATIC PLANTING PLAN `.1 80.50' ■ RI • ti E'44E L . ,c !a SViziFH,,se 1111 lir 'ruC+- 4 110' ENC.= e`�GO L i4Y.: a.f Rat tALL /llHe fNTF RB11'D Tukwila Mr. Van Gard a Gencor Project PRELIMINARY LANDSCAPE SCHEDULE YMBOL BOTANICAL NAME COMMON NAME SPECIFICATION /REMARKS Deciduous Trees Aces rnbrun 'gad S.n.at' R.0 5vvst C:aple Pis cellaryara 'Lrtatocrat' Aristocrat Poer Acar c :rclydtu, CCM.a kou.a aaurensls Pre rapk K;rean Docaoo0 Evergreen Trees T,,Je pllcata Red Ceoer Psedotsuga remiss? Do el. Fr Min. 2' cat. 10.12' M. e,eny ?waded betusa. 6.1'. sell branched. TatOtld • 1 -I/:' cal. or avlti.*tess n et 6' Mlget, gall bra mod. 5.5 Crar'gparls octu.a 'GracIlls' 4.rca1 C,0 ?.,* Large Shrubs 6•1' heigra, mu aro busy to bass. 5115 Cn north .ids or bldg, plant Linos: In Ilea of F'r or Cedar to mate:? aa., (a, Bs,cs,1* thbsroli Jepanasa 'Sarbar'y GPlas Japonica Para ^ n„ ry:ca califcrnlca Pacific LL'JR Myrtle ® Rrcocda,dron so. Rrododanacn 00 Forsythia irtar'redla Forsythia Corm. *totoctt, Raotcig Dag+ood GCcr,..tolonl /s,a Flaelrarea' ViioatwlgDogvocd Small Shrubs :a' e'n. ht, NH and bu.8, 5t0 c' contain... spac'ng as I$CW, O Ibr errata 'Craw, Wend' O P n.. too° Tlugo' O Ga:tsrla *$lion Japanese .W lly rngo Pine !x111 I5.I6.` It. Ma aro bwry. 0.0 n canta!na', .pacing as shown SYMBOL BOTANICAL NAME COMMON NAME SPECIFICATION /REMARKS C:_pi Existing Vegetation To Remain Groundcover V'rca Thar Neva Rough Seed a• pots •le' on. o' I gallon 0ontalrs, at :a• ac 50ad ova, Olstvbad areas, ''J.. parlay Rya • 8 lb s. s. >IOOD.I. Bloswale Seeding Notes: Sea spsc!ncaticns Cvplatm wets, cor.a,vie g irrigaVC5 pun rc an rwa uroscace areaa to be provmed ECE by aia .man 05,195 Group upon approval or me plan. MAR 1 3 2000 DEVELOPMENT TUKWILA, WASHINGTON Weisman Design Group Inc P.S. Davey Associates Bush Rued Hitching* 0 1 .a 3? d ®� SCALE: 1 /16'. 1'A' Landscape Plan FEBRUARY 22, 2000 tl E ISTM ELEVATION LOOKING WEST Oj SCALE I "•20' Kn..EGa0 Rnrowce ELEVATION LOOKING WEST SCALE 1"•20' 0 r 2.4.00 ua` NOTED au. 050 MR VAN GMG STORAGE TUKWILA SITE SECTIONS VICINITY MAP art *0111 :11.2 otNC.. c1: .1. 00010KN1 (ny 0, 3151 10t 0 0310 :MOM", Z'o" Zo[ 0 w rt K4 OVI 4adndRlKC1d a fmde .*.otKMf. 1104* ,00 aK 4.101. d N.1.00 11000 w9aw4 .11 -- . toM 3 1 4,.1.[ .41, 0t0 i0 K W a 1111∎1! fu 0 M 40 ..,�dMifCOM 0 A..O, M ,ana„0 It f1Rw .0U .ffup.Ri On1�01µ,v N0.0.ii MH,Ip *014*0w1. CWKN pr 1110! . 34 0 / aw: i.rt i4*i.¢ +p°a v.ir� .ttiNiwi sam. UIY.1pN . 0* 00141. fR Af ,ww 0011011.004311 tdu, 140 0 prr 4.004. vd0 0,[Si •u.w0 Y4.40 .411f. •r ro'¢ (1031 .xc.1.1 (wt) .uxu ,•.tu S1,f1.x+Zs Mp1.011111 S SOWED 4.01 0Jt4. tt NY 101,1 ,OC4.T M MY /Cr a d KCCa1IXCNUotri10t 11 tM0 C wn d ,p vS 0001 *110 10/4011, • M0.0CUS 1001101 MO PC. 1w, 1 CM Or S RAUL m l.mOMm11 ,aL,vwO our of 00r5 W IN Cf.70110041 11 10r0/111/011110111 1x11 01.0111 GAS MO •01.1 rar ss+w3 4*m 111111 11118 4.0C 3COM mn.mt11 C"' :ran umnd. m oo,: 0.4 110 >w1 1.10, a . mu K•dr. 11011 1110/•14 4.110 010.102 o",,1`, :4714cl*.1=',V: 1 �;:,S1r.:1 .4.1 • 10.1911.404w LV101 10 •4 ]L 40•0, r.110 [od14 •104000171. 4uM r 10.. . 1M 441 3,0..41.. 1w1 • 45tr▪ 03 4.3 *1140 1i9KU 4.4* 53 rPw. 0 ,.gip 01, Kf1 t« ns 01,110.110 of 1:ww 000r uirtWO 4� »p,4Lt7tT 0.7.!1111 f1.R wd...w 1110 1 ¢ Cr ..a«.cid ,r , i`t 40.4 *oor1.y tit n""* 7.11 w uu 10 rrf wf Crfw 1.0 *px Nva 1r7711112.71 2,1 tO 1111 1000 Cr K11,f l0 00 1 Sf�Ni 10 nCK,L [b010 110 VW. OHO 101 TKV rtllvad C.0 11..4 V CV Ct010.004* 1114 .*9 911 GRAPHIC SCALE 1 1 (w1111 1 10/0 20 SE 1/4 SEC. 23, TWP. 23 N., RG. 4 E., W.M. TOPOGRAPHIC & BOUNDAR Y SURVEY b b W zo# as o ° z. L,J U 6 LIJ � Y 2 i(AJ J.MC 1..20' 9/20/99 • 99242.00 • 1 . 1 W. • 2. U 0 110. in = '6 J J . n L JJ 0 . g W _. Z W uj 12 a O N, �W W, I = ,F- U Z': ;UU 2 • • S.E. 1/4 SEC, 23, TWP. 23 N., RGE. 4 E., W.M. / SidlY 170■11( CON001.0.1.1 S,MI f•■•■4 I I AREA OF EXISTING \ a i 001/00 1 20* (0010.11 DOE HATCNED - MI ' .. 1 tr.a !atom itotitt v tot 11. .,,. : I ":1 . onvoto woo', to mAynt . 1 ti ?? ` .... AREA OR E/150000 GRADE 4 905(940000 007 NATONED - E10.) • g o 5 IsgiC'l0 *bi u 99242-07 \ 4,0 0' Op. VAULT "NYC AT Pa. notooto,.rt ., ...,.. •471.• ..-. ' ' ''' '''.'.2-,....: ' *'''''' . ' gROC D NE AC A i>e ro inE DE: -(S 5 'D j r 11.°‘G 1 1 ■ S'0,,, /7;43' '''s':, ,t.,:,,,,,,' ...'-'-..; , ....,,_. ....._ . . . . • . , _ . /1 I i &°4144.14;.'";:''7:::, '''........ i /i `'• kz, L. . 7-' '7 E1051000 SLOPE ARCA D'0000/P10 20* GRAPHIC SCALE MT) 4.ot cn z 09 tz 5 tr. 0 2 0 ES 1Y ) g A OF SLOPE AREAS EXCEEDING 20% LL.1 0 cc 6 0 ; (1-) 0 (21 z 0 5 z . ce -J 0_ Js JOD 11/30/09 99242-02 1. 1 • S.W. & S.E. 1/4 SEC. 23, TWP. 23 N., RGE. 4 E, W.M. C~. -N wee• s'4 "SCALE:: f • 100' �wAc TU SP 83 -17 -35 8312210340 2a .ore ommal NM A ei NCINI MAP WAS I • .•. s r s1 j7�'"CENTER rPARK WA U`E} T( — ry u` °•rro.._ ' r,TUKWILA SURROUNDING AREA MAP`:, =ALE; 1•_100' GRAPHIC SCALE �SQ U \59542-02 \XUAK.Sog .9 • 1eZi Fes.. -lwl)— = •.- �mrrQit.w.a•w.r- MI • — 1.,,1<,1 11N. 00n U . Z Uf- ce Z Ci 5 Aki W = ` o 3 g =5sT■ (1a 15 gew X11 SURROUNDING AREA MAP GENCOR MINI 5 z JS „sso.11 of JDD x.100' 10/08/09 99242 -02 GI Z w =. 0 ,0 0 al I J i N u- W° u_ Q Ci H = Z� ;i— 0. W ~ UC O co 0 I- . WT.9.W i - LL Z W =: 0 Ss° U: \992.2VSUR.ORp VICINITY MAP HOKS O 07700 Tann 011.0 01 Cr CONNVri IKIDHt0T [ORpn° '011m171R Ix »7 471_7•71 awns, sun. R0O.. rs WILOT 70 s11 K. KKK cunt. sonbis IHM( arta OAK n1•f 9 I IGIIS M H•Tp•L HOOD 0117101 WA. DOD 0.,Y Iw1 Laxlan•n IINn ND 37ux0Y»..1n R 1%•710 x Hat . Mu srlRS.1[O m K arses Soo-RM Romn..1. 70003 747x[00 01 1 1107 M0. 3041001 Sr Slam 470 •3000.7141 xc. 0.710 .47071 lru MOCK DANK OOn a Tons w Na 0-11 OM= Saiin ix Lana MR 7 m' H01 00.47. LOGIID •71014 floc a IIR,a• 112x•nw.-03400 oKR nrtRnlrz 193 x• »M •111.1 fOUnL Y..1 rtll. soffC .717 i canna µ1Y KUMC itti OR 0.397 ACRn. •11x9 via 1.7x110 VKCS 74 M14 TH. 1.040 at1UOCS (KM) HKOOM VA45 SR MR17 00UDCS •M INOK •3 10G710 01 CMOS 0.43 R MO IUD. K /SSW[ HO SHAM MII M[ KWCr 0' WCSE KCpO[ lim....foaria■ 1700 fx AA., S 0rIK4 70 K1 7}01/1Hr Kas uucHy sns 0,7b 0fin:a0 on01 ,0 Man .1717 mMVp7 NKR, RRs SORCVARO lxa) •Y -1.n CAS MO 100011 7Ri 7110‘ w S MrtR a A SCOW 1 -e0o-nl -7147 fr xn77 Ur sK00a11I 00.2 1- 0401 -1 30111 -ebo- 3x4 -)Y7 NOM a . nn1 Itrar. urx X100l*1 Ma fKM17013 ♦, , al{M�ttl. A R 7. to 01 M C•sdpR I,RaI 0.•Y w u , IR.p Mx 707 rtOT11D HOROI MU 10770an•CI 11.0 30300 w0100 roII1rRL n, :0000 0 awa e031n.:101NCT3l 01n7x0KAs M011407* s0w«O•7 A How 0 M KsT of Of LO MKT 1, Prat SOHN MO1s010(0 MS17GSr Paulo. NC Of NOM ow 003.0 1 0 M11.•030401 0101000. tat a lli7. TO 001L.O C CM NOM MT 0' 4W 000 111 Mitt scoot WCS• C 40x0 SAO ICS- L1K MO FUT. WIC 0 CM. 10 M 012 1, LHC V IR4M, 50■71 1.171 x0 1. R C. •3 000070 TO [ 4011 Or 0.0001 0 MD MM. 300 •1070'7110 4717 1»023 i¢I.1101[ a Ui. 10 ISSI 7071 rdf. 0 ITAc L. uo.w"=a .. 0010• fist Inn aff 10 aC IONI a O f%70 M G710.p7 fa Hain, Cans •r011R11tf 0n M M tt/1 07710. uma Ca G. SR. ▪ NCROK C0M7 IC *4707 0202101 A 411701 002 • SA. 02 1 01••01 IG 1100104 00021 rz 7v 0.1170 110 70.1090 C•RL 00aast . mr c0710.0 O 7700 x47 as GRAPHIC SCALE 101111) 100 20 ft -C;1Vm - 00:x) r. ^1:717 - *f(1"Ca SE 1/4 SEC. 23, TWP. 23 N., RG. 4 E., W.M. TOPOGRAPHIC & BOUNDARY SURVEY TUKWILA I •, (AJ JJ)Jc 1'.20' 9/20/99, b+. 99242.00 1 . 1 G2 Z 2 Z re 6 �0 U O J F=. n u_ LO 1. D. = a. uj z� O uj D O CI H: ;W W. II 0: . Z = :IO ~ S.E. 1/4 SEC. 23, TWP. 23 N., RGE. 4 E., W.M. 1180010 ACCESS TO / 11851 PILL APTS. WATER SYSTEM NOTES: 0 CONNECT TO EXIST. e• CJ. WATERAIAN (CONERY N 010 8100) 1118 e. TAPPING TEE, GATE VALVE AN0 THRUST BLOCK PER CITY 0. 1UKYALA S70. ORO. 'W -6' Q 90 if .- 6• D.I.P. p] DD.C.V.A. PER CITY 6 111KVALA STD. D.C. 'W_12' Q 1 - F1RE HYDRANT A55EUBLY WTI 6. 0.101. FEED PER 01* OF TUKNILA 510. 000 0 F.D.C. 19111 a• DIR. FEED PER CITY OE 78001LA 5701. DWG. 'W -12' 0 1 - 1 1/2. 0010511/1 SCONCE PETER 0 A55EYB12•PER Ott Of 1UKWILA STARDARDS�E Q 60 Lf •. 6• D.I.P. \ \ Q 60 Lf - 1 1/2' O01E5RC SERVICE EA151, AR00 045 5TAR01 6• PAM LEADER O 2.011 1301E f119Y .DCO ,.. FIRST HILL APARTMENTS 501E511901 O. EOM N D. W • LOXIXAPIAI eul0R0 AREA or EA1511NG V w , ) GRADE > 2011 (51(0>N 001 H0ICHED - TYR.) 11 :;1•I'� S MAp1x 111.%113 R[b Il, •' O. 1 .' "L• .• W NhF6•x HtlM RELEA SED BY OW2.CR PRIM EASEMENTS RUST `1 �4 1 � 10 BUKO>IIG CONS1RUCDd1 _ •` \I 8 Y. •.14 AREA OF 11051450 GRA06 • 205 (51IOMI DOT H*lO,tD - 148.) 12' 00. INTERCEPTOR SCALE (1YP.) GRADE AT 3:1 (2:1 WAY) TO BACK Of C1050. PET. WALL AREA DIM It-61.20 IE -7020 17' C/C ••12 5D O 2.350 .1114 54' TYPE E 1E -61.00 N(IN) -77.130 (12• NW) IE N) -75.10 (10. 5) IE W1) -7..50 (24' E) NEAT SAWCUT It SEAL UNE (PATCH EAST. GRADES) Or SOWN rI PPM YNACT LlEVAe00...7155 I2) 11013 a-.� 8111 TYPE 111 -713.90 E -70.90 6' RAIN LEADER o 2.0% 12. 0P. INTERCEPTOR SCALE (TIP.) 50UH re TYPE B R- 97.906 IE(I1) -95.00 (12• 9) IC(C1JI) -713.90 (12. 5) EIRE EON100 UANNME S.T. TYPE 0 10.6200 0/000.77.30 111.74.50 0710ES 90' ELBOW ELEV..70.60 0861[11 010..3 /4.2 001. PLATE DIA-1 5/16'l OL/WARR N?IREIPIOR UG 11 *A1`T 4160 -5* 111.61.406 10(5).74.40 (12' N) 1E(OUT).77.80 (12' 5) �1Re A1mf5i 1074 040018708 [AV Y�P,1. A[C ,O 001117 SOYH IA' TYPE 9 111.62.35 �IE((N)- 77.66 (12' N) E(N)-73.50 11(• NW) C(W 1).)350 (12.5) \ CONG. RETUNING WALL --.......!..1.„.I. PLR 51RUCT. GAGS, • p44 C 1 U: \99242- 02 \KYN.E.9 PADEN EMT. DRIVEWAY AS SHOOK, PER CITY Of TUKWILA STANDARDS. AND REPLACE SW, CURB GUTTER AS NECESSARY GRADE SLOPE AT 2:1 NA%. TO BASE Cf PET. WALL AREA Cr EVISTPIG GRADE > 20% (SHOWN 001 HATCHED - 128.) 0 �. • • 20' WBE `08110111 BPoV(TYA.ty0 ]OR 011 08ICT ACCESS . 0*4 PER \ CITY a 780011( 1 8 0110. 'R6'. '\86814[11 ADJACENT 80111015 Of 11[141X, CURB W 040151 10 IICKT CONSIRUC1101 J0N15 VICINITY MAP NO SCALE LEGEND: 12=13 D111I VILE= u500 PAVED AREA 011601140 RETAI•ING WALL 1140[111 LINE DITCH/SWALE 4- i- E- 0011WR SPOT GRADE RODE UNE 100/019*. Of BANK 510004 001.(1 PIPING 5411. SEWER BRING YAWN /DIN W47111 VALVE WATER PETER HYDRANT 50UN CB 55101 SS CO. lE 1E FL 1W BW O5 R.L. 1110 /GIN or C/C 11115100 ACRE AREA EACE @110 200 •E144ii•�93 1250 6SS 6• W N e r • • • • N,. ..0.b5YSV. TOP (RIP) ELEV. MEAT 01E9. F10WUNE ELEV. TOP OF REIAKIINO WALL ELE, 00TT00 Of RETAINING WALL REV ROCS 000ISROUT RAN LEADER PIPE CENTER 10 CENTER MI IN I I E GRAPHIC SCALE (NM?) 1 b - 70 1t SCHEMATIC GRADING & UTILITY PLAN MR. VAN GARD MINI STORAGE 0 O U Z (0 .m JS JJD 10/00/99 99242 -02 -.x 1 H 1 G3 Z -Z J U: :)O n0. L =. J �LL LO ra • w Z I- O W W 2 • p. U 0 I--. 2 Z W N o 0 I- Z fi JAN -28 -2000 17:57 FEATURES HOUSING— Hear housing is NOOK corrosion-resistant die-cast aluminum. Corrosion - resistant externs) hardware includes slotted' hers -head and temper -proof fasteners, Finish is dark bronze thermoset polyester powder. electrostatically applied. BALLAST High•reectance, high power factor. Encased•end•poned solid- mate Ignitors. Ballast is copper wound end 100% rectory tested. Meets ANSI standards end is UL 1029 listed, Electrical components are mounted on back housing. (For SO he* availability, consuls factory). OPTICS — Reflector is finished In white thermoset polyester powder, Ileoilo• statically applied. Front housing and retractor are one-piece, Injection- molded, UV- stebilited potyearbonMe, Standard finish on opaque portion of front cavar and beck housing Is dark bronze polyester enamel. Retractor Is sealed end gstketed to Inhibit the emrancs of outside eonaminenu. INSTALLATION -'Top 3/4' threaded wiring access. Beck access through re- movable 3N'knackout Fsed -thru wiring can be achieved by using a conduiet tee. Mount on any tlet vortical 'urine. SOCKET Porcelain. horizornall•orianted, medium.base socket with copper spay, nickel - plated screw shell and center contact UL listed 1160W, 600V and 4KV pulse rated. LISTING -- UL 1572 listed soluble for wet locations, CSA certified (see options), NOM labeled Isla options), SEA CON 4258371585 P.01/02 ••,•� • +Liu nit: IMYIt a REI•AL f; iER1 CRIPTI0N WP2 LITHOh.. UP 1SOS TO 1.91 01 NATURE SAVER' FAX MEMO 01616 Date RNA iiiiiinfilirri GO' SE • Zs ■ 2,.. . :.. ■ C iiilMIOAV Co. /Dept. /J �L Pnone N 1, Fax* _ ! t.--4 v I Fa • . 150S 1 [Wattagel Ammp 7a= 10af 1losta Acrateodaa Older as eeearets a urea numbs.. relr Photoeel WIN Mitt) POI NEMA teim4ock uhotacenhrol 1347V1 P61 NEMA twist-lock phototootroi (410V) TB 120 200 2.441 27 317 Me Wall-Pales TWP High Pressure Sodium 70, 100,154W r to ZS-mounting Height 154/16' (39.2cm) Width: 211.1/9' (alcm) Depth: 7-3/4' (19Jcm) Weight 14 to 15 (bs, (6 W7 kg) Example: TWP 70S 120 LPI DTAL WNW Wool Ina iwi IF $In&. fuse 112D, 217.347V11 OF Double Puce (201, 240, UOVI' EC finereeney elreuit" Oaf Cutest restrike fystem4 CR Catroston• esisuM Ankh (housing only/ CRT Corrosion•resdtanlfinish IT,fonle .70F Reduce emblem opereson PE Photoelectric cell, button typal (Pt Lump (shipped In carton wth flouts) se Integre! aepfinet Options FS No shield WO Wireausr0 SNP Reactor k1gh pawv actor besot MP Reactor eorrpal pourer lector balsa 2 $P Reechoes high power lector belest 651 Opdonal erchimoursI color -acct OAS Optional architectural tutor - medium brace OWN Opdoaef sichitWunl color - halts CSA tabeld for US eli ms' t to Canada NOM Libeled for shipment Mexico NOTES: 1 Coyotes S5V lamp. 2 Not ev.nsbre Nov. 7 Not mils big lnWWI. s Optional muItI4.p tolls* -120. !a, 250, 277V 1170, es7.ea'N In Conedel. S Not available with mukt•upbsbeet. e LMr»notint/mded 7 Owns 1smp wetei a not to rrorsd battaat e Nisch finish on housing only. n4ittomiLiceinAra JAN -26 -2000 15: at 206 ?68055? 95% TWP 81 P•01 er • ±s JAN -28 -2000 17 57 SER CON • ■ •.� .u, �uu, MS Higi•" `ressure Sodium Wail -Paks CNNMiehnl oIlMlltplioa tnwiot F.stcosdle. t• 4258371585 P.02/02 TWP 70S Tat report no. 1114121712 TWP 100S Tait rmpon no. 1114111502 TWP 150S Tot report no. 1194121s0.1 _ t 0 E 1 3 14 • 0 1 2 3 4 1• Distance In units of mounting height 10W, High Pressure Sodium lamp, horizontal tamp orientation, 12' mounting height. 0,700 toted lumens. Tote) Won efrtcisnct: 33% Coefftebnte of utilization 2 1 0 1 1 3 4 •• 1 2 3 Coefficients of utililetlon ~S's. WAIN r 4 1 • Distance In units of mounting height 100W. Nigh Mauro Sodium lamp, norizentel lamp orientation, 11' mounting might. 2,100 fetid Ionians, Tsui fixture stilctenelr. 35% ELECTRICAL CHARACTERISTICS lino current Primary Priggery lamps) , dropout Input :boar Itap�ul4don W,1sg0Rsltaft »oItepo shnloparatm0 V0140e was fat r lS) ns V u 1 larrians 2X10 .w.n li 111 .47/.11 111 30 PC* MPF 240 ,401.40 112 111 10. 4,5% • s1>:!t m isra5 m 410 .11131 114 110 301 UW,11 M am 111 103 VMS 140 X1.51 113 110 00. eS1i • s131i 171 MS 131 410 21/11 31.... 4 170 LOAM • . . , . V1 1.13/15 1114 110I00NPf 110 1X1.13 . 102 101 111 aft • EIS V1 .1101 122 4N sy.42 St Thud to WWII 1311 mild NEMA ale as air wnies4 Mawr, eetdkroK verluo4 milonging r.aom can aut fuenew 110«ese blowswt (lets NI soma MN msNwrmMA. anomfora ants n• ea this IA*N. sheet en based oft the nim ow,,M evellabte date area vs WOG N Wags NIA sodas, TWP S1 411aee Uthoni.WIN& SW. UM TWI.614"1 JAN -28 -2000 15 :41 1 _ 1 • 1 3 4 Costftelsnts of utllitptio• • 1 = 3 4 o a Mating, in units or mountlnp h.lght • 150W. High Pressure sodium lamp, Aorsontal lamp arient/0on,11' mooning )'sight 14,000 ratad lumen. Taut axone stflctencr 11.4% 14.04Jo, IlsigM Condo boor 14skiehwskN+e1Wthe coedit hew) 10 ft• 1.44 16 ft• .14 201t . a IS ft. ■ 23 • MINYA fA trrnwN/A tI&WT /NN wrgI(NbJeWA . tiotr mi ooR U KTPW • . ffu e wine s ► A ri rar 74 1 959 206 768058? 95% P. R7 Z 00: W. W =: u_ f� a =w I=-• 1—O Z • W W. . = U' tL;O' Z' U =; • O~ Z • .4511.ttigl 4=,.t6;47:0 'A'k.4.'taVkUINarnw----rwg " • " • •-""'"', ',,,,,.;,,,*4.144.4.2M.I.stee..14tv.4.14i .1" z ce 2 II- -J 00 •(.0 0 LLI W -J F_ • u_ uj 2 g 5 • < w EcJ w Z 0 Z uj 0 0 O 52 C3 I- W w • 0 1.- r- 1- 0 Z O U) 1= I. 0 • File: L 99 -0078 5mm Drawing #2 W, ct JU U ;fn W! N }O}i :Z ,Z gyp`. Oco, LI .W W O Zir s lr' t .. t. • X MORATORIUM BOUNDARIE ZONED C -2 REGIONAL RETAIL d jj �i' r D. 'f f «� ti MLR. A ATTACHMENT A _ I _ '1111 • .1 .:;= i +:ykx 2?d`trtMbc;9rhii:r�:ti.:is nw Ml 4: :uaYGri.K+'nm''tAVeilii%10.2471V •'•. •.• .: •••.• •.. ••'^'�� -..tim ti%ildltiaViNt. • • • • To: Robert Davey Fax: 425- 392 -9612 From: Rebecca Fox Date: 01/20/00 City Of Tukwila Re: Free - standing sign setback Pages: 2.. CC: ent ❑ For Review ❑ PJease • ❑ Please . ❑ Pleas . Comment Reply Recycle_ pe yesterday's meeting provided you with useful information. Re your question on setbacks, my check of the code confirmed that a free - standing sign's setback is calculated from the sign's innermost edge (i.e. the edge closest to the building). The sign must be set back from the property line by a distance which is equal to the sign's highest point. The sign can never be re higher than the building. You might consider a monument sign for your free - standing sign. It could look very nice in this spot, properly placed. We'II look forward to receiving additional information on the signage colors and materials with your revisions. As we indicated in the meeting, use of color and placement of the logo could enhance the professional, office look for the building. Sincerely, Abc-e, Rebecca Fox 206 -431 -3683 ph 206 -431 -3665 fax Z 0 00 (/) o w =. n ~. wO • �Q f a �i z� Zo ui U �. 0 1- wW S H H. w Uco. o Z Vision Triangle No signs or sign supports which obscure vision between the heights of 3 and 10 feet within 40 feet of the intersection of streets or driveways will be allowed. • SIGN ref—,7?4 SIGN U 1l v 111■Sieb• Yr. ., • z Z` JV: U O, CO WI LL W C, gQ. = a. W z �. z ►-; W W± 2 U O i01-; W` H (z.). t.. Z' :,U N' o� z Mg VA-r,/ Goe1-7-742 �' 7—rJf iva STRANDER v3 a Oa VICINITY MAP NO SCALE TREE TIE CHAINLOCK PLASTIC LOCKING ROPE NOTE: 1.) 14LL TREE ,AND SHRUBS ON SLOPES GREATER THAN 4:1 SLOPE. 2.) 2 STAKES AND 2 TIES TYPIC4L. TREES OVER 8 USE 4 TIES TOTAL. 10'-0" TREATED FEELER CORE PINE STAKES DRIVEN TO REFUSAL INTO UNDISTURBED SUBSOIL SUBSOIL MIN. 24" DEPTH SET ORIGINAL CROWN 1 INCH ABOVE GRADE 4" SAUCER TOPSOIL :I I I 2X DIA. ROOT15,4LL SIZE JUTE MESH EROSION CONTROL MAT - 675(61 F'ER TREE. ORIGIN14L GRADE REMOVE 2/3 OF BURLAP OR ALL OF WIRE BASKET CONTAINER BEFORE PLANTING (-1-1 CONIFER PLANTING ON SLOPE NOT TO SCALE PLAN VIEW FOLLOWING PLANTING, ANCHOR EROSION CONTROL MATTING WITH 9 STAPLES PER TREE MIN. •i• • NW) WIL-L• A PAR TrIEPTS KEG a-- 1 I - Visit City of Tukwila office to view full-sizs building plans. S.W. & S.E. 1/4 SEC. 23, TV,P. 23 N., RGE. 4 E., W.1A. j SigaZINDING AREA ----- - 1:51: I 11 • SCUT:, L!/ C'4 (f..10N7.) itl 11 EASr eLEVATI0,4 0216.7 S1!) 11- 2 _10 00 CO CD CO Ulm j_ 'LL w0 g u_ < a Z 0 Z n 0 •0 cl u.1 o 1- z - •- M5T CATION SIM/ IVE-1171 HORT. tLEVATION (REAR.) SEE L'GEND FOR HEIGHT 1121 IE.IGHT/ Z HW W � JU 00 �0 • w= wO 2Q LLQ ND =a. w z� I—O ZI- w 2 off. O co 0 1— w w' U H O w.. U= O Z .,„ Lif 1,41 3 / 1. A/1? A • File: L 99 -0078 5mm Drawing #3 -4 File: L 99 -0078 • 5mm Drawing #1 i►`ii[ii►iliiiii� iii ►.ii.li�_iil��`iil(iiliiiliiii ii►ili►iiI•ifii i►il i ►I►i �l ii `iliuiliii`,;li►`�i.liiiihiii► BENCH MARK SQUARE AT M.E. CORN m..)(F ROAR VAULT ELEVA11011-...72,53 -r-42 t-ft>T2,r6i- 14-(LL Arr4; CA:1V E. rACE WALL .NoRTH OPEC STORY WOOD FRAME CONDOMINIUM MILDEW HIL.L7 1 .:" >7/ THREE STORY WOOD TRAK CONOONINIUIA BUILD r—a)CiSrt (-461 I 17A%/14-4 f. • . • • • ' ••V' •'•• \I. , .• • •• • \ ...P 4',;+? './?- \ ..1‘ . .^ N • • ' .1 • •. , r'T v.' • I To •.. ,•7,', ,..\, • ••N; - '.:::.- • •:-...•••••;.::•••:-.f.,8;;;Z::-..--13:•---•• _..,..:_••••••••- --4-7z.--- -L- ."----1.7;i> -- ....... • ..„, 'I .. .... \. z- - '. • • °94-.. - '1,,,.. - .7- r_ ... ...--- • '''' ,..--...7:1•-•:::-"::_-.'r•-::*.r.::.---.;:;;;;.;:- ---.; -:::-4r ,..),\ ...:4.' ,k...,, .•::----X2-,--- •- • 1-f=1,--ik ';•' ---4.i.'.:.. i;;A- .. ----..:;...-:: . :: „pD . ) ...„:„..i... ................ -T-....• .L. • - • .4 -V-. '.1. .. ....- -- - . • 71-":::.--.---x.747-=•".='-7.--V".1 F ...• - , -.--,!, • -• 9" --•:-• .. •• • .. •'•••• . -..-,-...._5.1..:_z-_-,,_,?....._...7-16-c- , \ I i I, ••.:.c•..;.,'...,1 1 1 •61. t •.,. , ..\,\.. )(4 „.;iN '.;"••' , • \ • 0,•••4"•-----' •._, •4••• I. '. • \ ',/•-•-• .. •1 . . E. FACE 'NALL IS vAuLTs s. . \I . .1–::-..... •ifb• ,e. ..t. • P. 2cPr'1.1 I..' • ' • . •§L. • ( ...., T , 65 ... • 1..,'; 1§ : 1 • .;•'' •:1•• 1 15E1 • • zR6 3 -<\ Atli— A 1-1 1-1 I (4) ■11 t•. • -44") '.9 • Tb• • SOO 's" Abit4, COP } :5'A OF' na,ie cftED _ftzot,cza-tf Lt- cc To 5A4‘, OE 0)ct s-r: 1)4M*. ":-":-/ -1.-764 5F 11 (0.1-7-5 /4c-) 1c4.1..1„ e Pz•c. • • s•V \ •-..c°No.1110 v.. • x °D(4 .4."1.41111.1 "viy, "J'r• ;''''45•4„ 4A440';' 44/t44;7'.'..N.js:). • ovc• ts' • l• 144)-::14 • rhitlifTrt.TriTIT:1■1Ti. ;0,1 _•Lf 1 1 1 1 1 1 ••• 0 •••••,1mch...:', . . • • ,•••••••.,.k.i. • • H P! 7.\J IOO Aize-A r L-c, WER 9R•DPE.1a1c( HALF 01-4■-.64 4 3 Sr ( LoLACR P12,,PeTrrtr 414 Re 4) I- '14 % rzsA-0, I INto_017),(• PRogecrED — Air) c2,6,./1 (-4 61 •;.-• ep = ( ?i-3 21- Sr= 4:- CI 61,04 sr 6.0t...e.a.+ fv.Teexci> Aitr- Pr) 11- 41 % irleetzulao METAL ROOFING SECTION EAST SIDE ".... 1 R-V 10 LI ,A Fi2•01---)e2G rr U I 10'21 59<0 (0.1; /4C) [ ike..A.e...eA-S L aL9/4 ÷ 47,4•.`-4 1. 4 42AV*2. 14. s-96 .1. lob• + 12 9,6 = 41.1MmUMMINI.. vHH-r cilos, 4F (0- 2-4)q /irc) 116,f (o.967 A-c-) 471 4-.??. 3 Sf r•rtgr'ilr41 Arl-M2 H96,02 V, tt-te-eavie,Jd69. F,1:1 S F (t-trq: PacrE TZ're() 2.q.(1 < icire-12.,40,3s.11PC pAv k.t.ouJER ?o9-1-• fkg•EA 1/•41b SF (0.0S ,4c-) -7•Roulz.= c7L-T> .44(2-EA 4;43‘1)• 3 -I- 'T G42_ 1...._i)".7, t.09. File: L 99 -0078 35mm Drawing #2 niili'ii�i►►iJl► ilil► Ill iilill► i�iliill iii lii� :'.Li`i�il�ii`il��ilii±til►i►;: • MR VAN GARD STORAGE, TUKWILA LOCATION a. GALVANIZED a t 0 , ILI 0 a ce Z W re < EIU. ILI 1- Ct uj = W) W 0 6 10 111 W 0 CO — 1.1.1 0 ..-1 1.- 4 ct C) 0 .7J U) 0 CO 2 P 917 Tidal Sand (9 (9 Z Z Z I- 0 0 ..1 CI -J a c e o z w z 3 z <0) 4 rf5 r- 0 I= a uj Cew 0 LU 5 a 0 0 _j ;1 15 : al 6'1 1! i < rz a a P X ▪ < : - E1- 2 x W) n m U)co -J E I.- . I- L C 0 t I- 0 0 17 -0W Z z to W W co UJ LX"C 0 ::: :: ;& l N > 2 t•I > 2 im ir. u) 0 a. a. c..) cn 0 0 11.1 OD CZ W 2- cu 0 co ce ce z co co W 1.1- LU CI Et ce rt re 0 , ci_ E cn ,,,cc cc 0 a (3 Q.0 > < IT 0 LU 0 0 sa W -I `'''' 0 0 I- 0 .J , Z I- .e-1 0 -I Z 0.0 00 lid. 0 M CZ 0 -J :D e :, E! CO 03 0 111 it -J a 00 li it X 0 W 0 ILI • u. g 0 UJ x a (..) 0 :4 11 !7.51 tu 11 c) 0 c) f- ur ce 00 0 LU w I- I- 0 0 -.1 X I- a. x :Li 2 8 6 II 2 8 .= = 0 _i z -I m 0 0 0 =1 cn a. 5 CO 0 < 0 e- N cm . 0 fa r.. PLEXIGLASS WEATHERED COPPER Weathered Copper it 0 U) W _10 N -I Z Z W :.. 4'.:•• .,, i CO • 0 Et ci) W Et Fp 1- 1-z = 0 %U.r cd z 0 -J Et CO OD -1 Z < 2 17) 1— z 0 0 0 -1 0 File: L 99 -0078 35mm Drawing #3 -4 II Ji1)11111'I ll11) 1ill)11I1i111 1)11.11ll IIIi1111) IIi1�1)11 Il ili111 1111,1 111 iliii. lii I���I�ii(;` GALVANIZED STEEL MOUNTING CLIPS 24" & 30" TRIM CAP 24" ALUMINUM LETTER ICAL WALL 30" ELECTRICAL STUB BY SIGN CONTRACTOR SIDE VIEW N.T.S. GALVANIZED STEEL MOUNTING CLIPS 8' -0" TRIM CAP ALUMINUM LETTER ICAL WALL ELECTRICAL STUB BY SIGN CONTRACTOR SIDE VIEW N.T.S. 25' -0" 13' -0 ". Mr. Van Gard SELF CONTAINED PAN CHANNEL LETTERS FABRICATED SHEET ALUMINUM CONSTRUCTION 8" RETURNS PAINT RETURNS MR VANGARD DARK BLUE 3/4" DARK BLUE TRIM CAP TO MATCH MR VANGARD DARK BLUE YELLOW R &H #2465 PLEX FACES NEON ILLUM AS REQUIRED SIGN DETAIL SCALE: 3/8" = 1'A" Self S 8' -0" 5' -1" SPECIFICATIONS: SELF CONTAINED PAN CHANNEL LOGO FABRICATED SHEET ALUMINUM CONSTRUCTION 8" RETURNS PAINT RETURNS TO MATCH MR VANGAR DARK BLUE NEON GRID ILLUMINATION AS REQUIRED �" WHITE PLEX FACE W T D E 36 AND YELLOW 3630-015rt1NYL APPLIED FIRST SURFAC SIGN DETAIL SCALE: 3/8" = i' -0" iiiii ll1.0.11∎11 riiilu:iiii►iiliiiiiiiii iii1i5iii.liiii�iiiiliiii 1� • :.0 WWI 11111111j 1111.11i I.) ili.i1011j1(11.0.41011-:.‘:. REC fVE.f JAN 2 7 2000 • 1111(4% L No 44 TITLE: SIGN SPECS Date: Approved Signage Consulting Permits / Variances Design Purchasing Project Management C.S. Sign Corporation 2103 N.W. 96th St. Seattle, WA 98117 Voice: (206) 949 -7050 Fax: (206) 783 -5401 / '\ WATER SYSTEM NOTES: 0 CONNECT TO EXIST. 8" C.I. WATERMAIN (CONFIRM IN THE FIELD) WITH 8" TAPPING TEE, GATE VALVE AND THRUST BLOCK PER CITY OF TUKWILA STD. DWG. 'W -6' ® 90 LF - 8" D.I.P. 0 D.D.C,V,A. PER CITY OF TUKWILA STD. DWG. 'W -12' I ® 1 • FIRE HYDRANT ASSEMBLY WITH 6" D.I.P. FEED PER CITY OF TUKWILA STD. DWG. 'W -4' pb F.O.C. WITH 4" D.I.P. FEED PER CITY OF TUKWILA STD. DWG. 'W -12' ® 1 « 1 1/2" DOMESTIC SERVICE METER ® 1 « 1 1/2" IRRIGATION METER WITH DOUBLE CHECK ASSEMBLY PER CITY OF TUKWILA STANDARDS ®55LF- 8 "D.I,P. ® 55 LF 1 1/2" DOMESTIC SERVICE / / EXISTING ACCESS TO FIRST HILL APTS. FAC S.E. 1/4 SEC. 23, TWP. 23 N., RGE. 4 E., W.M. 1HREE STORY WOOD FRAME CONDOMINIUM BUILDING FIRST HILL APARTM :NTS STORY WOOD FRAME CONDOMINIUM BUILDING ULDING OOD FENCE DB96 TYPE I TE =116.80 = 111.80 4p 5 12" DP. INTERCEPTOR SWALE (TYP.) GRADE AT 3:1 TO BACK OF CURB PROVIDE BREAK IN CURB FOR SWALE DISCHARGE EXIST. ARCO GAS STATION BSMT. #1 F. =8 RGR. ENS . AND E 1 5R 0 42 S EASEMENT 44. E. FACE WALL IS NEAT SAWCUT & SEAL LINE \ (MATCH EXIST. GRADES) BEN MARK bIIS CH LED SQUARE AT N.E. CORNOF POWER VAULT ELEVATION'..77.53 (2) ELECTRIO.,_ VAULTS CB93 TYPE I TE =77.50 e4 y IE =74.50 ■ EXISR CITY O ,1 VE< �Sr. coNc PA w \ KWI /STANDARDS, AND x IEPL CURB & U R AS NECESSARY i„-r P„,,,•• •• • \ AiF_It • • \H'CO l CBI5 TYPE I TE =101.00 IE =98.00 12" DP. INTERCEPTOR SWALE (TYP.) AREA DRAIN W /12 "SD 02.0% TE =96.00 IE =93.50 VC/MN 54" TYPE 11 TE= 100.00± IE(IN)=96.50 (12" N) IE(IN) =93.40 (12" W) IE(OUT) =79.20 or 3) FLOW CONTROL MANHOLE 54" TYPE 11' TE =81.64 0/FLOW =77.30 IE =72.30 ORIFICES: 90' ELBOW ELEV. =76.60 ORIFICE DIA. =3 /4 "9 BTM. PLATE DIA. =1 5/16 "0 0.7' CTR /END = 12" SD 0 1.0% CB94 TYPE I (SOLID LID) TE =82.00 IE =78.00 r - S - CONC, RETAINING WALL ALONG PROP. LINE-PER STRUCT, DWGS. GRADE SLOPE AT 2:1 MAX. TO BASE OF RET. WALL Typr 4. • ^r,FkrpE rl \ c.k) "1A �\ 4 CITY OF TUKWILA STD. DWG. 'R6. "1► IS' REPLACE ADJACENT PORTIONS OF SIDEWALK, CURB & GUTTER TO ,. NEXT CONSTRUCTION JOINTS • 4, d 1h� 20' WIDE CONCRETE DRI &V FOR EMERGENCY ACCESS ONLY PER\ / / / / / / / / / / / / / / LEGEND: DESCRIPTION, PAVED AREA BUILDING RETAINING WALL SAWCUT LINE DITCH /SWALE CONTOUR SPOT GRADE RIDGE LINE ':0P /CTM. OF BANK STORM DRAIN PIPING SAN. SEWER PIPING WATERMAIN WATER VALVE WATER METER HYDRANT SDMH CB SSMH SS C.O. TE IE FL TW BW DS R.L. CTR /CTR or C/C 20 PROPOSED EXISTING f E —E--4- �400� �- 400 12" SD 6" SS 6" W N • • • ■ • • TOP/TOE — — TOP (RIM) ELEV. INVERT ELEV. FLOWLINE ELEV. TOP OF RETAINING WALL ELEV. BOTTOM OF RETAINING WALL ELEV. 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