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Home My WebLink AboutLUA 01-134_Report 01-, I Of-J 3 L} / John Nason Nason & Associates 14405 SE 266 1h St. Kent, WA 98042 10/12/01 ADF MIXED USE BUILDINGS/LUA01-134 PARTIES OF RECORD William M. Bechtold 18032 Starmont Ln. Huntington Beach, CA 92649 (714 )-846-2667 10/23/01 Last printed 10/23/01 7:53 AM ·lo·, , .. 1.111• • ,,,~ I • • ,.,t.~..,o ~'I @ . I .. ~ l ,. , t'(i) r .uA •. ...... '<Ill> ·1 .. "." ~.~ ( •,'!,,, ..., DEVELOPMENT PLANNING CITY OF RENTON SEP 2 8 2001 f~E CEIVED \ ' ,0 \ ' ""' ;:~ Hft H 0 ') .I .-)00 DEVELOPMENT PLANNING . CITY OF RENTON SEP 2 8 2001 RE CEIVED i ~ ~ LU gi i ~2: g~ ,-o ~~ ~5 ~2 .. £1 LL-~-! 00 ii >-!z ,..; t:w '• Oic '.0 ti llV ,,.\ :r,: -~ g £$, n~ 11~ ~ ,11 Ji :1 !?1 g Uill A PORTION OF THE SW 1 / 4 OF THE SE 1 / 4 OF SEC.27, TWP 22N., RNG. 6E., W. M. GRA PHIC SCALE k;-• .LJ-..{ 1-10·.12• TE£ (W.htWJxf\.) 1-10" GATE VAL~ (Fl) 1-10• ~TICAL CROSS WITH2"TAP --- \ __ ,, \ \ \ \ \ \ \ \ \ \ \ \ ,' \ \ \ \ \ .. ,,:,;;·.;, \ .,· ·. ').) ,-1-10··~~· ~ :"o&,~"'"c '>-~\ ,,,_,._ \· i \.,, <:' \ ~\ \ \ \ \ \ \ \ \ \ '\ \ . ' \\ \\ \ \ CONNCCT 10 EX. WA-mt 1-10·.12• TEE (W ...... .bofl.) \ 1-10-CAT( VAL\/£ (f'L) \ 1-10• YERlCAL CROSS Will-I 2"Tlf> McDONALO S C .,1.,.· i-- INV-382.1! : 1!.e~~\. ~ Ye:l"ITICAL DATUM• NAO 811. BENCH LIARK • OTY OF RENTON COtH~O.. LI ON . I 1511 ~:~{J"C~~l~A~as~~ON"t:(t:TSP\J~~ t.lo1Kr(~ ~N A LION. CAS£ AT ll1[ CONSTRUCTEO INT[RS[CTlON ,Y NE 12TH STRrt:T ~ UN~ A~ t,j[. EL£V• 126.7e2M Ofl 415.95FH T. SITE AR[A • 35 ~19 S.f.'t-- PftOPCRTY AOOR[SS: ---------------- 4409 SUNSET WAY, R[NTON. SURVEY LECM!NC> -PROP(RTY UN[ -EXISTING CONTOUR SO "' STORM DRAIN SS • SANITAR Y SEWER W ,. WATER LI NE O .. FIR[ HYOR .\NT a • CATCH BASIN Q • MANHOLE 0 "' UTILITY POLE 0 • LIGHT POLE 0 -fND. I.I ON, IN CASE o • FND. 1.R W/CAP. • • SH 1/2" LR W/CAP I 21464. ID -PO¥!£R VA.ULT /TRANSf0RMER. -TrLE.frV PCO. ~~ ~1..; '-'c II ' ----_}~ ~ • -__;;__ -~~ ---.. ( ECOLOGY 81..0CK O '' BAFfl...E WAU. PRELIMINARY -Of\A--~'TO~ "!!PCINOLOCAI....U'lll!OCTIONA- ~ -~ ·o ~ i! ~~r~ ~ ffi~~~ ·~ :~~~ ~~~n ~ im~:i ~ ~llli :!! 0 0 Cl z 0 _J 5 f ~ "'"' § C oo.f! C = ·c ~ u C u 0 .SU !·i > ~ uo:: d Ill w CJ) ::::, "Ii ! <' 0 ·~ w ~w X ~ ~~h~ PFIQ.£CT NO.: Q7010 ORA\Jlt,I BY: OtrA-i ISSUEOATE: 12~ SHC[TREV. ~21-01 [!] ANO QRADNQ PLAN C1 DEVELOPMENT PLANNING CITY OF RENTON SEP 2 8 2001 RECEIVED ""=====, l ~" ~ J -o- ' ' ' ' ' ' ' ' ' ' ' ' i ~ ~~ • ~ h ~11 ~_'_-£" 8 ':lh c r r~~ -'(:'~~ -~~~ ~~~ \ ~· ·§§ ~ '------~":-1 ~~-: - ~'"'1 '"' I" pl '" ' I ;~ '' : 111 , 111 11; '111 " ,, '.~---=---_:-:;;,, I ',,-.: \a. .... _,,, ... ,,.: ~'- ~·-1,• 10 c ""--~-::::.LrNE c;;jS GG o r 11....:,.. ~ '~ J A I ,I I I ' I 11 I I : I! l ... _ .. -__ ... ., _ _ t $1'=LE ~!f:ECtl ~tL ~ ~ ,, e·-&· li e 12c 20 ' WIDE F IR E LANE 13 c 14c 15c J. j ll -4l-I .SC~EMATIC FLOOR P L AN F INAL LAYOUT 5UB JECT TO CL IENT RE V IE W. ... --~ l w C:s RO&& FLOOR AREA: 1,18b SF . P A RT IAL S IT E P LAN wi th DOUBL E S IDED DRIVE-BY ESPRESSO B A R (w/ INTER IOR &E A T ING ) ~ ~~ ~ JOHii Q. NASON A.ROl-ll'TECT i44l!IS S.t:. 2E:6~ ST. 'l(E!N f.·111~IN'G'W'lil ..... (253)631~ ~~i~:=; OWllD ADF Pr-1*, U.C 15007 WoodiD"rilk- ............. NE Woodbrrilla..Wl te07Z--8111! ADF Propertle1 MIXED USE BUILDING COMPLEX (A Two Bldg. Complex) LOCATIOII .«09 SUNSET HWY RENTON , WA ~ ISSUI DAll ., •• IZOO'I ....... , PROJECT NO.: SUlfSETJL DRA.l'N iY: CHECKED B!: mu: DOUBLE DRIVE-BY ESPRESSO with INTERIOR SEATING = A-2 DEVELOPMENT PLANNING CITY OF RENTON SEP 2 8 2c :1 RECEIVED ~1 FINl&w c.R.AD£ /EXCEPT a t DOCl'llt, • \LLII.LQI 1' • Ll • " soun-1 (INTEFclOFV ENTRY ELEVATION Sca /19 : 1/4 "•1'-e>" ~ ti FrNl&!-1(;,!ll,ll.pl!'. /EXCEPT a t DOOM • W,1,1,.Q J WEST END ENTRY ELEVATION Sc.ti•: 1/4"•1 '-t:!'" Ll • " TYP ICA L EX TERIOR M ATERIALS, ~ .... ~""""°'"'=~--"°"'" ~-!NC,11111'0 o:tOO!' T!W&&E & E.AV'E .AND F.Atoel.6-, 1~, GJ,j ,.a CED .6"1 IIU.<E .ANO ~.At,C<A MAJII01-~AlofeeEV'EL6:D"'6~~VIN"LI O<!'0 ll&I!: eu1LOINQo.l ~Til<:l!"MED WITWWTDE C .6.11 : ::~:..•~l~~~l ED 2~.,1 6100!9 ~! E=:~~~ EAST END ENTRY ELEVATION Sc:::.a /s , 1/4 "•1'-(Z)" STFcEET (NOFcTl-i) ELEVATION !!>c.a l•: 1/4"•1 '-(Z)" E5FRE550 BAR ELEVATIONS -T-~ T :!: ~ " ~ 28~ l!EGIST!!1£0 ~ROU!Cf !:.c.-h•SOO< ....___ ~ ~ JOHN G. NASON ARCH ITE CT 1U 05S.E 266 tn ST KENT, WASH INGTON 960 <1 2 (25]) 6]1-0 29' ~t.: -~~:::!~, .. --·· OWNER ADF Propert iea, LLC 1~7 Woodinville- Redmond Road NE 1foodinville,11'A 96072 -698f ADF Propertle1 MIXED USE BUILDING COMPLEX (A Two Bldg. Complex) LOCATION 4409 SUNSET HWY RENTON, WA NO REVI SION Ii ,., ,'J ,,, "' & ISSUE DATE 9 /2812001 (A•vl•w) PROJECT NO SUNSETJL DRAWN BY· CHECKED BY· TITLE ESPRESSO BUILDING (No.1) SCHEMATIC ELEVATIONS SHEET A-3 DEVELOPMENT PLANNING CITY OF RENTON SEP 2 8 2001 RECEIVED c§> r>j , , , V (B' (c' r § I § i 1--- 1 ' " I § , __ _ I ~ ,,,._ I 1~M 0------cci'\ f: I (1'~ 3sE,-_-/ --:---I I • I ------r--,-:-7---i------i ::---=--==-~ ,I 'f,®\f\1 E><leTIN6 10-WID E ~ANIT.un' &E\IAER E ASoEME'N'I I I ·-. _ _1 .--~ = --- ct::::::i ( .0--uA--~--'--9-_J_J_ ---J1r.;=:~:,f-c-:-- ,/.... ~: 11'-li!!" I 22·-D" ;1 I ~ i ~I ~: ·1 (~~~ ( i)---+-1i " 11-_,; -~~=WALi. (~ I I I I I r-----~ ----:1-- r ~------~-" L_T J • ·:4 / r:-, 38-4---:f._-:-:-i---1-{ --!:.;..,~('= .. _, I ~·----. · .. .,.-r I ,,f -i-----7'~ ----0 -~ , r I ,1 I ,,, # ,,,, I :l_x :J . ( :1 --I 'I ~ --LJ-~1---'+ '~ L ' / -;:;,-'?" : ', \ I l ,,,;.-<y-"' ,'! , I /~-, .. ~-~f7v.c~T"'-""' I ,,, ,,,,~;~'tft',,r::P I ' .L I try"' r u,, .. , / /.'.. ,,,,_o~;;· I I :-i -r ---1-->+ I ,,,:;,<,~'e»'"~ I : , -7 ....,..-1 -:::::--.,,..-',.,,,. j I ~,' ,,-:,4-,,-, _:;;;;;;,,,, ! ..... -... I ,~-~ _,..,.., , ELEV •311ll i"::J UL-<1 ~, .....,__, --... '--~:~,; /':;.t:_ ) N .. -;-.;i,,w"-----'..--- --------~ ,s2 ,,r--~--'7-' l:11 -_, PARTIAL 51TE FLAN w/ GROUND FLOOR RETAIL and COVERED PARKING ~ JOHN G. NASON ARCHI TECT 14405 S.E. 266trl ST K(NT. WASH INGTON 96042 (25J) 631-0294 .. --,:;--,--.. -,·:·----~ OWNER ADF Properties, LLC 15007 Toodinvi!le- Redmond Road NE Woodinville ,l'A 98072-6988 SUNSET JAVA JAVA ESPRESSO BAR and MIXED USE BUILDING (A Two Bldg _ Complex) LOCATION 4409 SUNSET HWY RENTON, WA ~ ISSUE DATE 8 124/2001 (A.v .. w) PROJECT NO: SUNSETJL DRAWN BY: CHECKED BY: Tim GROUND FLOOR of MIXED USE BLDG _ & Covered PARKING _ = A-12 DEVELOPMENT PLANNING CITY OF RENTON SEP 2 8 200 1 RECEIVED ' (2'c--------+ '..J I ---- (4'-._/ - , il F=--= ' (s\---------+ ._/ ' ' (~------+ (B' (c' <o' (E' (F' (2' (H' (J' 11 Y Y 11 11 I I I I I I I I I ----~-~1t'----·----,------ r,---+--;, ~,~ UW,_.LIJ H ; l·m }, 11t J:L ~; I _j _____ _ ' c:' =-jj 1 ·1 ______ _ / -jj-·~',-~---·j_ _ -I -- 1 I ~---------; ' I ;--------I ~ • / r---r ; //r I .__,,_ I // I I // I J,,// I --;'/~ I / ,".J I // I I I // I /,,-j / I // I _ _j___ / l0' NOTE, FIR5T AND SECOND FLOOR APARTMENT LAYOUT5 5 /MILIAR ROOF OVER14ANG 51-!0U.N FOR REFERENCE. F IRST and SECOND FLOOR PLANS (w/ ROOF LINE ABOV E ) ~ JOHN G. NASON ARCHITECr H-405 S.E. 2661~ ST. KENT, WASHINGTON 98042 (253) 631-029<1 ---·--=-.. --------~--.. - DYNER ADF Properties , LLC 15007 Woodinville- Redmond Road NE WoodinvilleJfA 98072-6968 SUNSET JAVA JAVA ESPRESSO BAR and MIXED USE BUILDING (A Two Bldg. Complex) LOCATION 4409 SUNSET HWY RENTON , WA REVlSION ISSUE DATE 8 /24/2001 (A•vtew) PROJECT NO.: SUNSET.JL DRAWN BY : CHECKED BY· TITLE MIXED USE BLDG . w/ FIRST and SECOND FLOOR APARTMENT LAYOUT SHOO A-13 DEVELOPMENT PLANNING CITY OF RENTON SEP 2 8 20 01 RECEIVED r- " ;, " ;, " Ti-ll!QO FLOOR &ECONDFLOOIQ: I i ' ~ - i ~ \ I· i 1 1 1 1111 ! '1 1 '!!I : I I 1 1~~~-;,:;;,:~;;:;.~'!;' I~-:~ ! --a l 6 "ar&"YIN'(Li,EVEL SIDING, EXY"OM'D CCNCIQEfE WALL & ClN IQEAR ANO SIPES ~ ei..i1LP IN:l. ~~~~AL AND P"'A INT 5LABCINGo~E ATFA!'<KING : -} ,_:. ~ _______--'I I l l I I ~ .... ~"'~ PROPERTY LINE IN i . 11 F~"'6 AREAS ~FE~ETOB!.JILDINC;, 1 ~ I F~l,.C,~E at e10-l'ILTRATION SWAL.E REAR ($0UTl-4) ELEVAT ION -APARTMENT$ over GARAGE ' -1 -· ------2~- ----e, .. "3.12 ~410.1 2' ---,,"-N:' ... 1' &LAeO"l~EAT!"Al=ll(N:;. t ~ ~ ~ ~ ·-·;~ ~-,~~ ~=:1 --+--'" FRONT <NORTl-4) ELEVATION -APARTMENT$ over COMMERCIAL and GARAGE !CALE ve,·.r-eo· 6UILD1NC::i AT 6ACK Of' SET 6El-llND SMALLER RETAIL 6U1LD1NC::i AT STREET. EXTERIOR MATERIALS.· ~5T;INDIN:l,5E~METAL~ 4 " VINTI-BEVEL SIDING ACCENTS O\IE!'i.12"!1Kl1'<.Te,,t,Np/ua1FL~N:".J 6 ' ar &" VINTL ~VEL SIDING CEPAl't ~ILING. ANP ~l~T!'"'5 FRONT and REAR ELEVATION$ -APARTMENTS over COMMERCIAL and GARAGE ~ JOHN G. NASON ARCHITECT 14405S.E.266!h ST KEN T, WAS HINGTON 98042 (253) 631 -0294 OWNER ADF Properties, LLC 15007 Woodinville- Redmond Road NE lfoodinville,WA 96072-6966 SUNSET JAVA JAVA ESPRESSO BAR and MIXED USE BUILDING (A Two Bldg. Complex) LOCATION 4409 SUNSET HWY RENTON, WA NO REVISION LL & & & & &; ISSUE DATE 8/2412001 <R•~w) PROJECT NO.: SUNSETJL DRAWN BY· CHECKED BY TITLE NORTH & SOUTH ELEVATIONS MIXED USE BLDG. S11El1r A-16 DEVELOPMENT PLANNING CITY OF RENTON SEP 2 8 2001 RECEIVED r t __ _ l ... -... - ? i '- ['- "1 ~ ---';""t;-1 ~, i", ::::-------!r:::l:o;;:;T~I!;: ~=4!----=-.=\ { '-' <><" &" VlNTL ~\IEL &!DING <-----H-------&ECUREC:, PA,;ll(.IN:;;, tND!:R APAl'olTMENT& EAST <SIDE) ELEVATION -APARTMENTS over GARAGE EXTERIOR MA TERIA L 5 , 4'" c,r i,• Y INTL ~EvEL &IDIN::. ~CEDARRAIL..11'1:,AND6ALU&lc~ WEST <SIDE) ELEVATION -APARTMENTS over GARAGE EXl"06ED CCNC~~ WAL U~ ON ~AR AND &1DE& OF ~ILD"'IC&. &ACX. FILL ANO &EAL ANO PAINT Fo,,i;A!"PEA~E EAST and WEST SIDE ELEVATIONS -APARTMENTS over GARAGE \l;::.. -'1Y "-;""'-;;,;.I ~ , ~ JOHN Q. NASON ARCHITECT 14405S.E.266thST KE NT, WASHINGTON 98042 (253) 631-0294 ~:f-:.if?,., ",,~~..,,·--:'' OWNER ADF Properties , LLC 150071foodinville- Redmond Road NE Woodinville.WA 98072 -6988 SUNSET JAVA JAVA ESPRESSO BAR and MIXED USE BUILDING (A Two Bldg. Complex) LOCATION 4409 SUNSET HWY RENTON, WA REVISION ISSUE DATE a12•12001 (A.view} PROJECT NO.: SUNSETJL DRAWN BY: CHECKED BY : TITIE BUILDING SIDE ELEVATIONS SHE>:r A-17 DEVELOPMENT PLANNING CITY OF RENTON SEP 2 8 2001 RE CEIVED '/N1Jl/1l11l}Nl1 Y!JDJIJHJJN1l111lBJJl1M H- \: t ± I ! IIJJ~i~~[l!-;)'lll~llff';li :~)II IIJI -II IIJ=lllill-n!!F-IJl=ll ' i'l=W" Ir= "' -:::::;_::::_::::-'.l.!~ill,_JII 1.1-:.11 _ ,I ' ~~~-tJJ,~llr=lll~~,1,rl 111 IU,,1 - --1• _ 11 _ ,==-=111=111_. _ --1 =I =·11::::11 1 .. ~gW.okr~JJ~ ;.._ _ ·1_ ! EL.EYAToi;;. ....,., E ~ r~P'l.Atl! -'r ----0"1~,,r &E= 1'1..00R l"'L.ATir"r ----04~.,2 eclTTct1 01'!9:T'. &l.Ae §I r-·, ti ~1 ~ l!i 11 1 11 . jj . GARACo<!'.&ffilllE&~~b' , rl , J l ~~l lc;:!''c;-'PJ!=_J-~~L,,~ --- e ~U/L ~I~~ ~ECTION 4t ELEVATOR 4nd WE5T STAIR ~\~~~wtr 1__..,._.,.,,,._1 ~ ~ JOHN G. NASON ARCH ITEC T 14405 S.(. 266th ST. KENT, WASH INGTON 98042 (25J) 6.31-0294 --~-=-r·r~a";;::c:- OWNER ADF Properties, LLC 15007 Woodinville- Redmond Road NE Woodinville.TA 98072-896E SUNSET and MIXED USE BUILDING (A Two Bldg. Complex) WCATION 4409 SUNSET HWY RENTON , WA NO . REVISION /1', h ,. 4 "' & ISSUE DATE e,11200 1 ~r...,.) PROJECT ND.: SUNSETlL DRAWN BY: CHECKED BY· T1TlE TYPICAL BLDG . SECTION 'A' APARTMENT BLDG . SKEF:r A-28 DEVELOPMENT PLANNING CITY OF RENTON SEP 2 8 2001 RECEIVED Smooth Feed Sheets™ 345050 0005 Sentinel Real Estate Corp 666 5Th Ave #26 New York, NY 10103-2699 032305 9044 Kinder Care Leaming Center 1777 NE Loop 410 #1250 San Antonio , TX 78217-5240 722960 0160 James & Marcie Jones 9855 SW 153Rd Ave Beaverton, OR 97007-8478 722960 0220 Colette Brotherton 2535 126Th Ave NE Bellevue, WA 98005-1547 722960 1350 Kimberly Hamey PO Box 50061 Bellevue , WA 98015-0061 722960 0770 Ramesh Patel & Nima Kamboya PO Box 40173 Bellevue, WA 98015-4173 722960 0390 Alexander Ayzenberg 3035 70Th Ave SE Mercer Island, WA 98040-2612 722960 0980 Hector Oliva & Blanca Aubrocio PO Box 2701 Renton , WA 98056-070 I 722960 0660 Warren Holm 3815 NE 4Th St #C61 Renton, WA 98056-8533 722960 0420 Carlos Santana 4308 NE Sunset Blvd #F6 Renton , WA 98059 .AVERY® Address Labels 516970 0103 Kazem Noven 200 W Old Wilson Bridge Rd Worthington, OH 43085-2247 722960 0590 Ty & Margaret Celaya 6752 E Speedway Blvd Tucson, AZ 85710-1220 722960 1420 Joanne Black 12375 Mount Jefferson Ter #1 lC Lake Oswego, OR 97035-1463 516970 0115 Paul Yang Property Lie 6177 155Th Pl SE Bellevue, WA 98006-5125 149450 0010 Central Highlands Plaza PO Box 53290 Bellevue, WA 98015-3290 722960 0690 Sue Caraco 3002 61StAve SE Mercer Island, WA 98040-2445 722960 0250 Kyung Suk Han 348 Lind Ave SW #27 Renton, WA 98055-1943 722960 0170 Charles & Cleo Shafer 1327 148Th Ave SE Renton, WA 98056 722960 0740 Jean Miller & Teresa Brighton 1168 Shelton Ave NE Renton , WA 98056-3543 722960 0050 Celia Rivera 14333 SE l 70Th St Renton, WA 98058-8546 Use template for 5160® 032305 9097 Mcdonalds Corp 046 & 0106 PO Box 66207 Chicago, IL 60666-0207 032305 9202 Renton Sunset East Associat 18032 Starmont Ln Huntington Beach , CA 92649-4845 032305 9283 Not Available From County 400 108Th Ave NE #600 Bellevue, WA 98004-5570 722960 1340 Richard Anderson 2401 161St Ave SE #X6 Bellevue, WA 98008 149450 0050 Central Highlands Plaza PO Box 53290 Bellevue, WA 98015-3290 722960 1080 John & Nancy Scofield 7600 N Mercer Way #302 Mercer Island, WA 98040-2127 722960 0790 Phong & Bichnga Nguyen 423 Park Ave N Renton , WA 98055-1523 722960 0600 Al Oer 6925 112Th Ave SE Renton, WA 98056-1022 722960 1120 Lee Ann Yake 1303 N 20Th St #Cl009 Renton, WA 98056-2581 722960 1410 Jairo Cardenas & Won Ock Lim 4308 NE Sunset Blvd Renton, WA 98059-4020 Laser 5960™ Smooth Feed Sheets™ 722960 0670 Jerry Van Kougenet 4308 NE Sunset Blvd Renton, WA 98059-4020 722960 0560 Joshua Pedeferri 4308 NE Sunset Blvd Renton, WA 98059-4020 722960 0010 Eliezer Carrera & Rosalba Herrera 4308 NE Sunset Blvd #Al Renton, WA 98059-4020 722960 0060 Gerald & Gina Corder 4300 NE Sunset Blvd #A6 Renton, WA 98059-4025 722960 0110 Gordon Erbenich 4308 NE Sunset Blvd #B-3 Renton, WA 98059-4020 722960 0150 Erin O'Connor 4300 NE Sunset Blvd #B7 Renton, WA 98059-4027 722960 0200 Aurora Lee Case 4300 NE Sunset Blvd #C4 Renton, WA 98059-4028 722960 0240 Dwight Kramer 4308 NE Sunset Blvd #C-8 Renton, WA 98059-4020 722960 0300 Ross Emry 4300 NE Sunset Blvd #D6 Renton, WA 98059-4029 722960 0350 Michael & Linda King 4300 NE Sunset Blvd #E3 Renton, WA 98059-4031 .AVERY® Address Labels 722960 0100 Juana Avilez Rios & Jesus Sarabia 4300 NE Sunset Blvd Renton, WA 98059-4053 032305 9024 Efim & Valentina Zukovski lftach Goobes 43 I I NE Sunset Blvd Renton, WA 98059-40 I 9 722960 0020 Joanne Dedo 4300 NE Sunset Blvd #A2 Renton, WA 98059-4065 722960 0080 A Darlene Britt 4300 NE Sunset Blvd #AS Renton, WA 98059-4025 722960 0120 S L Stewart & C D Randall 4300 NE Sunset Blvd #B4 Renton, WA 98059-4066 722960 0180 Adalberto Ramos 4300 NE Sunset Blvd #C2 Renton, WA 98059-4028 722960 0210 Kelly Potts 4300 NE Sunset Blvd Renton, WA 98059-4053 722960 0260 Christian Hansen 4300 NE Sunset Blvd #D2 Renton, WA 98059-4067 722960 0310 Juliet Yellman 4300 NE Sunset Blvd #D7 Renton, WA 98059-4029 722960 0360 Arley Leathers 4300 NE Sunset Blvd #E4 Renton, WA 98059-4031 Use template for 5160® 722960 0760 William & William Carson Jr. J Cynthia 4300 NE Sunset Blvd Renton, WA 98059-4053 032305 9055 Not Available From County 4325 NE Sunset Blvd Renton, WA 98059-40 I I 722960 0030 Linda & Cheyenne Greene 4308 NE Sunset Blvd #A-3 Renton, WA 98059-4020 722960 0090 Gordon & Deborah Lindberg 4300 NE Sunset Blvd #BI Renton, WA 98059-4066 722960 0130 Mark Riley 4308 NE Sunset Blvd #B5 Renton, WA 98059-4020 722960 0190 Beverly Kuh 4300 NE Sunset Blvd #C3 Renton, WA 98059-4028 722960 0230 Carlos Dickey 4308 NE Sunset Blvd #C7 Renton, WA 98059-4020 722960 0280 Leonid Sokolsky 4300 NE Sunset Blvd #D4 Renton, WA 98059-4067 722960 0320 Kirk Williams 4300 NE Sunset Blvd #D8 Renton, WA 98059-4029 722960 0370 Lan Trong Mai 4300 NE Sunset Blvd #Fl Renton, WA 98059-4068 Laser Smooth Feed Sheets™ 722960 0380 Victoria Torrilhon 4300 NE Sunset Blvd #F2 Renton, WA 98059-4068 722960 0440 Philip & Tam Nguyen 4308 NE Sunset Blvd #F8 Renton, WA 98059-4020 722960 0480 Sandy Frank 4300 NE Sunset Blvd #G4 Renton, WA 98059-4033 722960 0510 Shannon Pauline & Mary Jean Day 4308 NE Sunset Blvd #H3 Renton, WA 98059-4020 722960 0550 Lisa Armstrong 4308 NE Sunset Blvd #7 Renton, WA 98059-4020 722960 0620 William & Lipscomb 4300 NE Sunset Blvd #12 Renton, WA 98059-4061 722960 0680 Paul Tyner 4308 NE Sunset Blvd #J8 Renton, WA 98059-4020 722960 0720 Margie Bell 4300 NE Sunset Blvd #K4 Renton, WA 98059-4037 722960 0800 Sean & Cynthia Layer 4308 NE Sunset Blvd #M-4 Renton, WA 98059-4020 722960 0830 Clifford Lee 4308 NE Sunset Blvd #N3 Renton, WA 98059-4040 .AVERY® Address Labels 722960 0400 Sarah Jones 4300 NE Sunset Blvd #F4 Renton, WA 98059-4068 722960 0450 Jeannette Eusebio Jr. & David Madaya 4300 NE Sunset Blvd #GI Renton, WA 98059-4033 722960 0490 Jill Norton 4308 NE Sunset Blvd #HI Renton, WA 98059-4020 722960 0530 Elvis Rivera-Ronquillo Anselm Mazate-Cujcuj 4308 NE Sunset Blvd #SH Renton, WA 98059-4020 722960 0570 Jon Schmidt 4308 NE Sunset Blvd Renton, WA 98059-4020 722960 0630 Brian & Darya Borick 4300 NE Sunset Blvd #13 Renton, WA 98059-4061 722960 0700 Maxine Gleason 4300 NE Sunset Blvd #K2 Renton, WA 98059-4037 722960 0730 Joseph Vaiente 4300 NE Sunset Blvd #LI Renton, WA 98059-4038 722960 0810 Robert Miller 4308 NE Sunset Blvd #NI Renton, WA 98059-4040 722960 0850 Bill Krantz 4308 NE Sunset Blvd #01 Renton, WA 98059-4041 Use template for 5160® 722960 0430 Carmen Espanol 4300 NE Sunset Blvd #F7 Renton, WA 98059-4032 722960 0470 Douglas Bristol 4300 NE Sunset Blvd Renton, WA 98059-4053 722960 0500 Marjorie Mccarron 4300 NE Sunset Blvd #H2 Renton, WA 98059-4069 722960 0540 Kelly Buck 4300 NE Sunset Blvd #H6 Renton, WA 98059-4035 722960 0580 Darlene Sue & L Scott Drebert I Ruth 4308 NE Sunset Blvd #12 Renton, WA 98059-4097 722960 0640 Harry & Marie Williamson 4300 NE Sunset Blvd #14 Renton, WA 98059-4061 722960 0710 Aaron & Kristin Peterson 4300 NE Sunset Blvd #K3 Renton, WA 98059-4037 722960 0750 John Iv Johnston 4300 NE Sunset Blvd #L3 Renton, WA 98059-4038 722960 0820 Janis Lynn Castle 4308 NE Sunset Blvd #N2 Renton, WA 98059-4040 722960 0860 Wei Chen & Guo Wei 4308 NE Sunset Blvd #02 Renton, WA 98059-4020 Laser 5960 TM Smooth Feed Sheets™ 722960 0870 Joan Gee 4308 NE Sunset Blvd #03 Renton , WA 98059-4020 722960 0900 Riley & Caterina Frank 4308 NE Sunset Blvd #P2 Renton, WA 98059-4042 722960 0940 Lorrie Rasmussen 4308 NE Sunset Blvd #Q2 Renton , WA 98059-4043 722960 0990 Rita Mccloy 4308 NE Sunset Blvd #R3 Renton , WA 98059-4044 722960 1030 Alba Zuniga 4308 NE Sunset Blvd #S3 Renton , WA 98059-4045 722960 1060 Herbert Hong 4308 NE Sunset Blvd #TI Renton, WA 98059-4046 722960 1100 Jesus & Olga Romero 4308 NE Sunset Blvd #U2 Renton , WA 98059-4047 722960 1140 Joyce Jones & Tammy Lynn Mackay 4308 NE Sunset Blvd #V2 Renton , WA 98059-4062 722960 1190 Brieanne Regalia 4308 NE Sunset Blvd #V7 Renton, WA 98059-4048 722960 1250 Robert Miller 4308 NE Sunset Blvd #I Renton , WA 98059-4020 .AVERY® Address Labels 722960 0880 Qin Cao 4308 NE Sunset Blvd #04 Renton , WA 98059-4041 722960 0910 Gregory & Debra Nestor 4308 NE Sunset Blvd #P3 Renton , WA 98059-4042 722960 0950 Darcy Harrison 4308 NE Sunset Blvd #3 Renton , WA 98059-4020 722960 1010 L Scott & Ruth Dre bert 4308 NE Sunset Blvd Renton , WA 98059-4020 722960 1040 Katherine Fox & Nancy Trautengberg 4308 NE Sunset Blvd #4 Renton, WA 98059-4020 722960 1070 Gregory O'Connor 4308 NE Sunset Blvd #3 Renton , WA 98059-4020 722960 1110 William Pagaran 4308 NE Sunset Blvd #U3 Renton, WA 98059-4047 722960 1170 Sharon Fisher 4308 NE Sunset Blvd #VS Renton , WA 98059-4048 722960 1200 Chritine Troy 4308 NE Sunset Blvd #V8 Renton, WA 98059-4048 722960 1260 Donna Colvin 4308 NE Sunset Blvd #W6 Renton , WA 98059-4049 Use template for 5160® 722960 0890 Jui-Szn Hsing 4308 NE Sunset Blvd #Pl Renton, WA 98059-4020 722960 0920 Teresa Hansen 4308 NE Sunset Blvd #P4 Renton , WA 98059-4042 722960 0970 Janell Sutton 4308 NE Sunset Blvd #RI Renton , WA 98059-4044 722960 1020 Richard Brenden 4308 NE Sunset Blvd #S2 Renton , WA 98059-4045 722960 1050 Angela Weber 4308 NE Sunset Blvd #TI Renton , WA 98059-4046 722960 1090 Vinh Letuong & Kim-Cuc Nguyen 4308 NE Sunset Blvd #U I Renton , WA 98059-4047 722960 1130 Lewis & Vivian Pappas 4308 NE Sunset Blvd #VI Renton , WA 98059-4062 722960 1180 Takashi Tamura 4308 NE Sunset Blvd #V6 Renton, WA 98059-4048 722960 1230 Norman Erbenich 4308 NE Sunset Blvd #W3 Renton, WA 98059-4063 722960 1280 Cheng-Hsi Sung & Shou-Ying Wang 4308 NE Sunset Blvd #W8 Renton, WA 98059-4049 Laser 5960™ Smooth Feed Sheets™ 722960 1290 Anita Sylvester 4308 NE Sunset Blvd #X-I Renton, WA 98059-4020 722960 1320 Annabelle Alabaso 4308 NE Sunset Blvd Renton, WA 98059-4020 722960 1370 Dale & Helen Myers 4308 NE Sunset Blvd #Y 1 Renton, WA 98059-4051 722960 1400 Shannon Grimm 4308 NE Sunset Blvd #Y 4 Renton, WA 98059-4051 722960 1460 Dana Lynn Belshaw 4308 NE Sunset Blvd #Aa2 Renton, WA 98059-4026 722960 0930 Kerstin & David Kramer 1550 Union Ave NE Renton, WA 98059-3904 032305 9048 Chester West & Jeffrey & Eleanor Free 1645 Interlaken Pl E Seattle, WA 98112-3424 722960 1210 Basilisa Papagayo 4212 S Rose St Seattle, WA 98118-4436 722960 0650 Kathleen Macpherson 3021 NE l 30Th St Seattle, WA 98125-4416 722960 0840 Chung & Yen Ho 2533 15Th Ave S Seattle, WA 98144-5022 .AVERY® Address Labels 722960 1300 Danna Hedlund 4308 NE Sunset Blvd #X2 Renton, WA 98059-4050 722960 1330 Kimberly Dyer 4308 NE Sunset Blvd #X5 Renton, WA 98059-4064 722960 1380 Rodolfo Cabrera & L Navarro Monia 4308 NE Sunset Blvd Renton, WA 98059-4020 722960 1430 David & Betty Goding 4308 NE Sunset Blvd #Z3 Renton, WA 98059-4052 722960 1470 Keith Lofstrom 4308 NE Sunset Blvd #Aa3 Renton, WA 98059-4026 722960 0610 Claudio Ramos PO Box 5691 Kent, WA 98064-5691 722960 0140 Theresa Francis 2823 NW 75Th St Seattle, WA 981 17-4631 722960 0780 Calvin & Barbara Watts 5404 S Orcas St Seattle, WA 98118-2539 722960 0520 Tai Huu Tran 1217N 148ThPl Shoreline, WA 98133-6210 722960 0960 Vicki Carpenter 3100 S 208Th St #1304 Seattle, WA 98198-5991 Use template for 5160® 722960 1310 Milton Vadney 4308 NE Sunset Blvd #X3 Renton, WA 98059-4050 722960 1360 Betty Sue Doane & Danny Lee Flynn 4308 NE Sunset Blvd #X8 Renton, WA 98059-4064 722960 1390 Marc Ramsey 4308 NE Sunset Blvd #Y3 Renton, WA 98059-405 l 722960 1450 Ann Herberg 4308 NE Sunset Blvd #Aal Renton, WA 98059-4026 722960 1480 Ziya Yang 4308 NE Sunset Blvd #Aa4 Renton, WA 98059-4026 032305 9282 Olympic Development Prtnshp 6355 NE Early Dawn Ln Poulsbo, WA 98370-776 l 722960 1440 Not Available From County 4614 S Othello St Seattle, WA 98118-3849 722960 0040 Paul Titus 10550 Lake City Way NE St A Seattle, WA 98125 722960 0460 Connie Long PO Box 88451 Seattle, WA 98138-2451 722960 0290 William & Loren Lipscomb 1542 Magnolia Way W Seattle, WA 98199-4324 Laser 59601 M Smooth Feed Sheets™ 722960 0340 William & Lorena Lipscomb 1542 Magnolia Way W Seattle, WA 98199-4324 722960 1220 William & Loren Lipscomb 1542 Magnolia Way W Seattle, WA 98199-4324 722960 1000 American Savings Bank Fsb IOI S 9Th St Tacoma, WA 98402-5101 722960 0270 Ross Hart 5811 Titleist Ln SE #K202 Lacey, WA 98513-6504 .AVERY® Address Labels 722960 0410 William & Lorena Lipscomb 1542 Magnolia Way W Seattle, WA 98199-4324 722960 1270 William & Lorena Lipscomb 1542 Magnolia Way W Seattle, WA 98199-4324 722960 1240 American Savings Bank Fsb IOI S 9Th St Tacoma, WA 98402-510 I 722960 0070 Sarah Stookey & Bert Ray Phillips 1010 Washington St #240 Vancouver, WA 98660-3152 Use template for 5160® 722960 1150 William Lipscomb 1542 Magnolia Way W Seattle, WA 98199-4324 722960 0330 American Savings Bank PO Box 2037 Tacoma, WA 98401-2037 722960 1160 Brian Maes 4224 77Th Ave SW Olympia, WA 98512-7464 Laser 5960™ ~::.·=!·.:to~:.::~~=---~~~, ;------r illltl :::~:=~~~c:-~:;.:=;'.:-;;;= ., 1 ~ .· , . S€*.r~~il!£~':~=~r~a.C:'° ',,, __ _ ....,._...._._e,o,:u,• Ol"'l.'1'•.ocl!C>'U<NO•MM•)«;II...,. H'"'-Pt ... '111!:<:n:,.,...,.,...,,.,..! ~~{.~~.""-·--· DO <)_l!,.,TOf! .. RECYCLABLES G. t:r GAReAGE Zoned RM·N ~~R ELEYAT~ SIDE ELEVATION M.ITIIAL ..... 11!_ .... ~- --···.o.cl!c::>"II 1!!CtTO,-,-!c:.i:u.5E& GARBAGE and REC,CL ING ENCLOSURE PLAN VIEW .. ";);-·~~ SITE PLAN ANAL 1515: TOT AL S!TE AREA, ~rL~l~=ASFOO'T'AC,E AI..L ei.)ll.Dl"ICI !'OOif>RINT!,, ST AND ALONE 'E~Se,o ~AR MIXED IJ&E eulLDINCo, 6fli!IOU',IO FLOOR ~A, C0'1"1ERCIAL AND ~'tVICES COVEIQED 1'-A,:.,C::INC; PORTION Fl~T FLOOR LIV~ UNITS, C~ID01Q. ELEVA TOl'II <IND &TAIIQ:&, EXTERIOR DECK&, ~CGIND FL OOR LI VN:3, !,.NITS, ~IOOR ELE V ATOR a,io &TAI~, EXTl!RIOR DEc;.,,:t,, TC1'A!.. 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LANP&CAPE INCREA&ED FOR 2°1•N , ~· NONE A!!IUT& o,i ZONE EXCEPT 25' TO ILETLAND& NONE . Ael.lT& O! ZONED ~R?T. NONE. E><Ci!!:l'"T EXl&T ING, 20' &..W. &EILER EA!\8'lENT. 15 ' L..WO&CAf"E 1· TO'"' !l!!TeACK AND 5Ete,:.,O::: l'OIII: 0.-&ITE e10-•1L TERATION euJALE 5' FOR ~IL01t6 CQ,,l&T. Rl:QIJIREMENT& :10' ( .IOl1,1T5 EDCtE Of' &Eu.ER EA&EMENT J 1.&l&&l' , .. ,,./ .# -no~••:; :IO~~"-:' -~1 ATTAOEO DUELL~ <&T~TUREO I'"~>. I&-L lvNc:ii lJ'll'!5 •t ~ 6PAC£5/\JilT • 6Ul!5T 19.Al'<KING •1 J5 Sl9ACE5JUollT • 11 !!IPACE& -4.5 &PACI!:& MIXED USE BUILDING (~UILDING 12) ~ ' TOT AL 19AIQKING REGl 'O. f"ER AeOYe CRITERIA, FARl<.ING PROPOSED, EXTERIOR PAir.,(ING 19Af'o'<IHC, ~ED, 5T.IINDA~ '!!I' I l!l.5',<10' 519ACl!5, 11 5P'ACE5 (SPACE& IN YARIOU& LOCATION& NOT INCLIJOING, AN AOOITICt,IAL 1 &PACE& IN E&l"Rl:MO DRIY'!: LANES) l'"Al'-l<ll,IC>' l'"!li!l:?VIDEO, COMPACT e"','•16' e !>PACE& WC l'"A!'tloo::INGo ~YIOEO, (I) VAA ACCE"lel..E 16 '•1&', I 519ACI! MIC 19~1NGo l"'ROVIOl!O, <2J STANDARD&' "'I!>' WAI.K. 2 ~AC.!!5 5T~TURED PA!QK.ING P~ l'"!li!ID'VIDEO, 5TAI-IOARD &"°)'di" 5P'ACE5 , 13 Sl9ACEe f"~ ~ED, COMF'ACT 1~'><13', /~) 13 &PACE& ;jt, Ol"'ACI!.& TWO FLOORS OF APARTMENTS over, GROUND FLOOR COMMERCIAL and . COVERED PARKING Zoned CN MA><IM.J""I &Tl"lJCTURl!O l'"A!l!KJNC:, AVAILABLE MAXIMUM PAIQl<ING AVAILABLE: 48 5FACE5 <Flu& 1) ADDITIONAi. PA*INGo NOTE& 1 REGlJIREO ,t,,pA ACCE&Slet.E PAAIC:ING &PACE& f'ROVIDED. (CINE VA.N ACCE!l6!el..l! AND ClNE &TANDA~.J AN AODITIGJt,IAL OPTIONAL N0,1-!'ITANOA~ ACCE&&lel..E ~ACI! I& ~01!0 AT Tl,.lf II.EST END Of' Tl-IE RET AIL LEA&E &PACE. P~ 'fQEGlJIIQEO' &1-ACEe. ANO 'PROVIDED' &PACE& Dlf'l"ER. elJT NO CONelDERA.TION IH REC:Ul~O t,1,.Me,ER& 1,,j.4$ eEEN T Al(Et,( FOR Ti.E ~O ANO O"l"-&ETT INGo ~ 14 TWAT 15 EXPECTED. II PAIIIKINGo 5P'ACE5 ~ ANa.LE& u !-0 DEGl'IEI!&. E:,m,eJOl!O CONCl'it!!TI! CURO UJ.IEl!L &TOP& ALLOW OYERl-!ANC. 1-4 " •I• INTO LANO&CA~ A RE A& \.NL.EM CONTAINED WITJ.IIN J.IARD &IJl!iFACE" WA.LL ANO Ti.EN !11,EELe.TOP ~IDEe. OVE~ANl'.s. ~ OJT& AR£ AT E.6.&T •...:I u.E&T 'COR-ER&' ~ 5 1T'E TO ALLOW ~~I~~~=~ ANO MAXll'U1 CIJIQe CUT SPACkll CINE LA-.e Cs.Al'leAc.E &ICLO&Ulllll!: ~o l'O!'t ACCEM ACCE&e.reLITT •nc:::1 ~T CONYl!Nll!NCE Of' ALL &IT'E u&E.R6. l'itECYCl!Nei COI..LECTK:JN WI LL eE MANDLED N c..AReAuE ENCI.O&UfE ~ •O'ld Fiil!:C YCLll<.IGI NOTES fllle:CTCLINC, l'!EC:UIRED FER RE5 1DENTIAL I.NIT, I.!> e.F. >< It, I.NIT& • 11 &F. ltl;CTCLINl'.i FOR COl'"NEfltCIAL USE&, e, t,J/',fl,rx,I!) !,F >< l b00 !,F • 11.!, &I" ~CYCLIN::!. ~VIDEO WITM Tl-l!'iiiEE '!If, C.AL. 'TOTE !'<:$' IN e.El"'ARATE ENCLOSURE. &lll!P &' • 1-4'• ~ c.A~Ac.l= COLLECTICIN REGlJIRED PER l'E.51DENTIAL I.NIT, 3.0 &JI." I& U'olll5 • "-' &I". GA~ COI.LECTICIN FOR C01"1E~IAL 1J5E&, le, !F-/1,rx,I!) 5F >< lb00 51" • ¥.) 51'. GAROAGE COLLECTION f"lltOYIDED Win.I ONE -4-T•ro u.El!.LEO Dll"!P&TER IN &EPAfltATE ENCLO!IJRE. &IIE:O 13'--4 " >< 1-''• IN> 51', O:I ' WIDE ACCEM OP"ENlt6 ~DEDJ L EGAL D E5CRIPTION: l,.Of)C,CITT C#_,-O,,~P'\.AT,..OJ.0."1'!9.,oll!COOIIOl!Dl.t-lDl!l'IKM:loco.,,.rTT :..rr~~~:~:=-~~~l~~.T~~...:t~~c,1'4! KJloGCO>IT"T",-INGo1"()1,L r...e..>l!CT 1"0 Al.I-1!:A6t!Ml!:MT6, 1'111!6Tilt3Clto,,.ie ""'ID P'tE61!1'1v4tlo.& c, -~ TAX PARCEL Nunt:>sr, IZ>323~-~-IZ>4 \ $ ,/"' -,;? .# .# ~o!!- ..,.:.----f"t•" EXISTING McDONALD'S and PARKING LOT 51-4EET INDEX <Thie Rev iew ) 61'!'£ !"\..AN. 61T1!! 11,TATl&TIC&, 6A!lm"61: ENGLoeu,,1£ Zo ned CN Ao·) "LOOI'! Pl.AN elllLDll'6 'l /1!611'111!1!&60 9Aolll: -l"E~ &e:lltVICE LEA&EJ Ao-) 9UILt:lklo ~ ELEVATION& A-12 ~l'LOOl'tl"L,,IN.!M.IILOING'1."1:TAIL •""6COVE"l'EDP~ Ao-ll ~treT "LOOl't!"\..;l>,l?!U)Q."2,~61Pl!Kll.l,L~ll&.<6ECGNOl'LOOlt&.Orl!J A·.. l'flilONT -~AA l!LEVATIO-.. 1!11.D"c.. "2, C0'1'"1EIIIICIAI.. -~61DENTIAI. NORTI-1 ;,,.n 61DE ELEvAoTlc:,,,.&,e!.0'6."l,c.cn-EflliCIAI.-IOIE&IDl!NTIAL ~ A-)· ICMl!MATIC elllLDING 6ECTIOli, l!ILD'G "l, ~IIIICIAI. -N!~DENTIAI. L-LI L,l,Nt)t,C;IJ"'I! 191.ANTIN6 !"LAN e""O DETAIL&. C-1 CO!?O&IT'I!! IJT LITT -~ING PL.AN ~ ~ C-) Ol!~ION V-'U.T -8 IO-"L~f1Gt,I 6WALI!: ~c..AL C>l!TAolL6 "-J L/ SITE PLAN w/ RETA IL LEASE SPACES and APTS. ~ ~ JOHN G. NASON ARCHITE CT 14405 S.E. 266th ST K(NT, WASHINGTON 9804:Z (25J) 6)1-0294 :.:::'~ ..... ~-:.;.~~ ~.-:.~('::'!. •. ~"t:7-~ OWNER ACF Propertiea, LLC 15007 Woodinville- Redmond Road NE Woodinrille.TA 98072 -698e ADF Propertlee MIXED USE BUILDING COMPLEX (A Two Bldg. Complex) LOCATION 4409 SUNSET HWY RENTON, WA ~ ISSUE DATE t /1•12001 (Review) PROJECT NO.: SUNSETIL DRAWN BY CHECKED BY: TlTl1: ESPRESSO and MIXED USE SITE PLAN and SITE STATISTICS SHE"1 A-1 DEVELOPMENT PLANNING CITY OF RENTON SEP 2 8 2::1 RECEIVED NOTICE OF APPLICATION A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: MARC ROUSSO SHORT PLAT /LUA02-134, SHPL-A PROJECT DESCRIPTION: The applicant is proposing a three-lot short plat in the Residential -8 (R-8) dwelling units per acre zone. The site currently contains a single-family residence, which is proposed to remain on what will become new Lot 1. Lots 2 and 3 will eventually be developed with new single family residences. Access to the lots is proposed from Aberdeen Avenue NE. The lots are proposed to range in size from 5,304 square feet to 7,898 square feet. PROJECT LOCATION: PUBLIC APPROVALS: 1901 ABERDEEN AVE. NE Administrative Short Plat APPLICANT/PROJECT CONTACT PERSON: Jim Hanson with Hanson Consulting; {360) 422-5056 or Hanhauer@earthlink.net Comments on the above application must be submitted in writing to Jason E. Jordan, Project Manager, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on December 13 1 2002. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Jason Jordan at (425) 420-7219. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. ··------------------------------------------·· .. ·····~· ,. ....• ,,.,_ I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: DATE OF NOTICE OF APPLICATION: November 21, 2002 November 27, 2002 November 27, 2002 If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 South Grady Way, Renton, WA 98055. File No ./Name: LUA-02-134, SHPL-A/MARC ROUSSO SHORT PLAT NAME: ----------------------------------- ADDRESS : _________________________________ _ TELEPHONE NO.:--------------- NOTICE OF APPLICATION .doc ~ CITY OF RENTON ~ Planning/Building/Public Works 1055 South Grady Way -Renton Washington 98055 PRSR1 F\RS1-CLASS StA ~A 961 111191~1 ADDRESS SERVICE REQUESTED r •;~,--s··;·--- ' ,: f' ,.-. ·; / [' -•:: ''.._<,·, •. __ J (>~;)\JE.0 /~i?,·-, i 788? ~ , I HI '3 \,,>, V"J 3 0 "2.,;,,L"d,,'Y Kushal Varn13 & Kaja! Ram 2609 NE 54Th Ct Renton, WA 98056 ·c,&<"->SS/:-,_z:;:,,:, ll,l1,l11l11l1H1l,l,,l1li,1ll,i \'Ii~ ov 1,l,i,,l,l,,,11,,,l,l,,ll .. ,l.l,1,i,,l,l,ll,,,I November 14, 2001 Mr. Dale Fonk ADF Properties, LLC CIT~F RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator 15007 Woodinville-Redmond Road, Suite A Woodinville, WA 98072 Re: ADF Mixed Use Buildings, Project No. LUA-01-134, SA-A, ECF Dear Mr. Fonk: As we discussed in our telephone conversation last week, there are issues related to traffic and access associated with the ADF Mixed Use project that need to be addressed prior to taking the project before the City of Renton Environmental Review Committee. In addition, I have received comments from the Engineering Plan Review that indicate additional information regarding stormwater control and water pressure for fire flow. For these reasons, which are more clearly delineated below, a "hold" has been placed on this project as of this date. As you are aware, the Development Planning Section of the City of Renton has determined that a traffic impact study is necessary, in spite of the earlier waiver of this requirement. In addition, the letter forwarded to you under separate cover from the Washington State Department of Transportation (dated October 18, 2001) raised an issue that we need to discuss. That is your need for two curb cuts and the WSDOT restriction on the number of curb cuts on frontage less than 1,320 feet. There are several possible solutions and we encourage you to work with your neighbor, McDonalds, and/or with us to come up with the best one. Regarding the stormwater control issue, please contact Arneta Henninger (425-430-7298) regarding additional information required, if your engineer has not done so already. 1055 South Grady Way-Renton, Washington 98055 @: This paper contains 50% recycled material, 20% post consumer Mr. Dale Fonk Woodinville, WA 98072 November 14, 2001 Page 2 of 2 • The City of Renton has 4,000 gpm available at the site. The preliminary fire flow estimate is 5,000 gpm required, with sprinklers. It appears the fire flow requirement would have to be reduced. Please contact Jim Gray at 425-430-7023 for additional information. We will remove the hold and reschedule this project as soon as these issues can be resolved. Please contact me, at (425) 430-7382, if you have any questions. Sincerely, £//~/l-b-1''/L-~ Elizabeth Higgins, AICP Senior Planner Copy: John Nason cc: Mr. John Nason/Nason & Associates holdltrdoc ' NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE, MITIGATED (MONS) DATE: LAND USE NUMBER: APPLICATION NAME: October 10, 2001 LUA-01-134, SA-A, ECF ADF MIXED USE BUILDINGS PROJECT DESCRIPTION: The applicant has proposed development of a 35,580 SF property Into two mixed use buildings of 1,186 SF and 24,464 SF. The proposed uses would be retail, personal services, and residential (18 apartment units). The property Is located In the Center Neighborhood Demonstration District. An environmental review and administrative site plan review are required. PROJECT LOCATION: 4401 NE Sunset Boulevard OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110, the City of Renton is using the Optional DNS(M) process to give notice that a DNS- M is likely to be issued. Comment periods for the project and the proposed ONS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Detem,ination of Non-Significance Mitigated {DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: September 28, 2 001 October 10, 2001 Permits/Review Requested: Other Pem,its which may be required: Requested Studies: Location where application may be reviewed: PUBLIC HEARING: CONSISTENCY OVERVIEW: Land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: Proposed Mitigation Measures: Environmental (SEPA) Review, Administrative Site Plan Review Grading license, building pennits Geotechnical engineering report, stom,water control Technical lnfom,ation Report Planning/Building/Public Works Division, Development Services Department, Renton City Hall, sixth floor, 1055 South Grady Way, Renton, WA 98055 NIA Former1y residential, now vacant Geotechnical engineering report, TechnicaJ Information Report, Environmental Checklist State Environmental Policy Act, King County Surface Water Design Manual, Renton Municipal Code The following mitigation measures will likely be imposed on the proposed project. Other mitigation may be required following further review of the project proposal. These recommended mitigation measures address project impacts not covered by existing codes and regulations as cited above: 1. Fire Mitigation Fee; Fire Mitigation Fee is $388.00 per new multi-famUy residential unit. 2. Parks Mitigation Fee: Parks Mitigation Fee is $354.51 per new multi-family residential unit. NOTICE OF APPLICATION ' 3. Transportation Mitigation Fee: Transportation Mitigation Fee is $75.00 per each new average daily trip [trip calculations are based on the Institute of Transportation Engineers {ITE) Manual]. 4. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. 5. Geotechnlcal Engineering: Applicant shall follow the recommendations contained in the geotechnical report. Comments on the above application must be submitted in writing to Elizabeth Higgins, AICP, Senior Planner, Development Services DMsion, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on October 24 2001. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager. Anyone who submits written comments will automatically become a party of record and wtll be notified of any decision on this project. CONTACT PERSON: ELIZABETH HIGGINS, AICP (425) 430-7382 If you would like to be made a party of record to receive further information on this proposed project, complete this fonn and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File No./Name: LUA-01-134,SA-A,ECF / ADF Mixed Use Buildings NAME:----------------------------- ADDRESS: _________________________ _ TELEPHONE NO.:----------- NOTICE Of APPLICATION • LAND USE NUMBER, LUA-01-1:M,SA-A,ECF PROJECTDESCR!PTION: Th•appllan!I\J.lpn:,pot..:ldirv.iopm•ntcfal:l,!8()SFprope(ly·1nlotwo mlxfll use buildings of 1,186 SF and i.t,464 SF. Tl>o pro_..:! uMI wouk:I ~ t.t:111, persoMI ul'Yic,n, and fllolder,tlal(1Bap.lrtm"'1tunlb).Th•pr~lsloqt.dlnth•C•nter"-!vhborfioo<ID•mon•lr>.donD11trict-An 4nvln:inmenQl,-vt.wandadmlrnstnltiv.11i<ipl•n"'>'J_.,..,oqulred. PROJECT LOCATION: OPTIONAL 0£TI'RMINATION OF NON.SIGNIFJCAHCE,MITIGATED (DNS-Mt. A! !he Laad Ag..-,cy. tho C~y of Rent,:,n haodeterrn01edthal""!lmfltanlen,...oomentejn,paciaaraun1Jlcalyton,aullfromthepropoud?<Ot8ci Tll<lra(°""as pe,mrt1<>d under the RCW 4J.21C 110, !he CltyOI' Ren""1 ,s ~•"'O lho Opwial DNS<M) pro,:au to ilf\'<> nobc8 that a DNS· M,sl~ytobe1ssued.Corm,ent.,erio<fsforl:heP'f1Jlectandthepn:>p0$8dDNS.JAarell!&g'a!ooi1lua~comment p,,r,00 n,....,w111t>enocornmootf>"l',OdfollOWI111 ttieis.uan""QfthelhfllsMOldOetarm01attonofNcn-Slgri/ficanct! Mrti\;alQdjONS·M).Al~-d,Jyai>peaJpe,iodwillf<>COWthe,osuanceoflheDNS·M PERMIT A.PP!.ICATION DATE. Seplember26,200T NOTICE OF COMPLETE APPLICATION; Pormrts.'R,,,_Req.,-. OtherPen'rltswtircilmaybero:,qu1red RaquesledStudkl• G<a<!lr>Ql~nOOlldillg-p,ern,lts Gootadv,b!lenglr1&emgrei:,ort,stormwaterCQ(ltrolT!!Cmbii lnformallonRe?Oor.10S5SoolliGr&lyWay.R..,lor,.WA98055 Environmeni111Docum•nllltfla! Evalual•thePropoaadProjecL Geo1Bcnn,cajeng,neet111g,&po,1, Techn,callnformabooR"P"'tEn,~onmental , __ Df'•lof>mentfteg<.ill!Jon• U-forProj,,<;tMidgatlon Propos.<!MltigatlonMe .. urn: $1at(<Envi,onmoolalPol,cylW.,K1rigCoontySurfaoceWat<lfD""ogr,M.lnCSiM Re<ilonM1.mlGcll)alC<>ds The ful/llWlng mjljgst,on m(la3Ufes wm ~kery be impo,ed on lhe ~po$ad prOject oth"' m,t,gation m~l>e ""lJ.-00 loilOW\f\(lfu,¢y,< ,~,..,.. ol lh<lsal Tha,e reoomm<>n<!ed m,t,gaucm mGaS1Jres ad<lfflS• P<Oj<>ci impacts not cov..-edbyexioi>:>gcode,aod'81/utationsasc,ted~. ,. Fl ... Mltlgadon FH: Fire M1~gallo<l Fe(! is 1336 00 p$i'OOW mtJITMamOr residential \JJl~ 2. Pari<1MIUgollonFM:Parl<sM111(/alWJnFQels$J5451~newmult1-fam•lyrnsldentla!OOlt. • J. Tr;,nsportatlon Mitoiµtron Fee: Transportahon M!tigatlon Fee~ S75 00 pe,eect, rlOW average da,ly 1f1p ~ calrulalions a~ bas.ed ontl.e lnshlute of Transport,,t,or, En~.,_., (ITEJ Manua,] ~ &u.!on Control. Install and m3.,tari tempo,,...,. er=n control m..a5uras lot all olockpied or dist!Jrbed areas Tho Tempo,aryEros.,nCootr<>M<Jasumsmuslbe01slalledar>dma01tairiedt11rougtto,,tlhoduraUonoftfleProract 5 GtotechnicalEngln .. nn;-Appficanlshallfollowlherocommer,daOOnscooterioo"'the""""l<>cMlcafn,port Com.m""lsoolheabo,eapplicalk>nmuslt>e$1Jbrn,tte(!'1""'""'loE11ZOO<!th1i,gglos.AICP,Se<ilorP1annor.De~ei,t S..rvice,D,vision. \055Soull1Gra<lyWa).Rentor,.WA9/l055.b)'5.00PMor,~. ~'JO'.ihaveque•l>onS abou1ttiisproposal orwi•h!obemadeap,irtyofrecord11ndrecelV8add,!ionafnolifica"°'1bymal,coolao;tthef'roject Manoge<.Anl<l08...,osubmit,wrrt18/1commemsw111autornabeall)'becomeapartyo1reco..dandwlllt>,,no!lf!edofany dl>CIS.,..,ontt,,apror,,c: CONTACT PERSON: ELIZABETH HIGGINS, AICP {425) "30-7382 If .J'OU woutd like to be made a party or roeord 10 raceille rur1her Information on thts proposed pro1ect, complete th,s fomi and re tum 10: CJfy or Renton. Development Planning. 1055 &,. Grady Way Renton, WA 98055. File No/Name· LUA-01-134 SA.J\,ECF / /1.DF Mixed Use Buikl1r,gs SAMS------------------ADDRESS ________________ _ TELEPHONE NO CERTIFICATION su~+h ccJ,\\iel\, hereby certify that 3 copies of the I, -d b · ~ conspiqmus places on or nearby above document were poste Y.me m K' l l 700 I . the described property on C 1c;k\oe_ I (_ • Signed: f/2 oJ-u~ ,?av,<-Gt,1 Notary Puqlic in and for .Jll,e S\i'te of ATTEST:~hsc.:ribe.<l.,l~~~:the~:(}-0 , dayof (lJCX· ~,90/ · Washmgto~rfsidil)gi'I)'.)<,~' MARILYN KAMCHEFF .. • ... . . . ;: J ""'"""™"""""'" ·-1 J .1 3 ~1 ~ .. U:'1~/_.:-:·:~1-d ~ .... ,.,,..,,~" . CITY OF RENTON . DEVELOPMENT SERVICES DIVISION LIST OFSURROUNDING PROPERTY OWNERS witltin 300 fee1 of the subject site PROJECT NAME: __ A __ D_1-_~P._r~o_,_p_e~r~±~ie_...r~~B~\=J~9~· _____ _ APPLICATION NO: ___ L_14_1)~0~1_-~/ 3~i,..,.,~£~C~E+1 -S/J~-~li~--------- The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS (Attach additional sheets, if necessary) ASSESSOR'S PARCEL NUMBER NAME 1, J)g It. foa k (Print Name) (Continued) ADDRESS Applicant Certification owners and their addresses were obtained from: WTitle Company Records , D ~aunty Assessors Records Sig~?J Date~ 3° j) (Applicant) br PruPed-i., .c, t-L.C NOTARY ATIESTED: residing at -~=:..:...:,...u.:s.,._:::::...., ****For City of Renton Use**** ASSESSOR'S PARCEL NUMBER or the St~ of Washington, II\.~ , 20.al. ~-:1~~"'~~";: fl-,j 't··:-p CERTIFICATION OF MAILING' 1 ,._..,,,_.\;\ l\.h,, CH,.;- • • · " MCf: ARY PUBLIC I, fuiJr£<t. u'.b4uv, hereby certify that notices of the propo ·' <P~~pli~,fi~~lf!Tlil (City Employee) CC::foA~!';glO~'I.J EXPIRES each li~operty o. wner on ID · ) z · o j ,I.A,~ ;L, 2003 Signeci.£;:zA,r a~ Date: / 0 · l '2..· OI NOTARY ATTEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing ~Qa1~ · _ -· · .· on the.523 ,d, day of <Qc:i. · ,20 0 I. ' Signed listprop.doc REV 03100 MARILYN KAMCHEFF MY APPOINTMENT EXPIRES: 6-29-03 2 etroScan I King (WA) Parcel Number Owner Name Site Address YB Owner Phone 032305 9024 08 Zukovski Efim/V alentina;Goobes !ft 4311 NE Sunset Blvd Renton 98059 1978 032305 9044 04 Kinder Care Leaming Center 4413 NE Sunset Blvd Renton 98059 1987 032305 9048 00 West Chester C;Freeman Jeffrey T/El 1201 Anacortes Ave NE Renton 98059 1993 206-323-2079 032305 9055 00 Not Available From County 4325 NE Sunset Blvd Renton 98059 1947 032305 9097 00 Mcdonalds Corp 046/0 I 06 4411 NE Sunset Blvd Renton 98059 1979 032305 9202 02 Renton Sunset East Associat 4400 NE Sunset Blvd Renton 98059 1969 0 032305 9282 05 Olympic Development Prtnshp 4444 NE Sunset Blvd Renton 98059 1994 rn < 032305 9283 04 Not Available From County 4300 NE Sunset Blvd Renton 98059 om ;JJ CJ) =15 149450 001008 Central Highlands Plaza 460 I NE Sunset Blvd Renton 98059 1979 m rn <-,, 149450 0050 09 Central Highlands Plaza 460 I NE Sunset Blvd Renton 98059 C') -0 Os'. -,1r,-; 345050 0005 OJ Sentinel Real Estate Corp 4455 NE Sunset Blvd #All Renton 98059 1976 rn .-.., ~~ < 00 516970 010307 Noven Kazem 4502 NE I 2Th St Renton 98059 1981 ~-; z,, 516970 011503 Paul Yang Property Lie 4645 NE Sunset Blvd Renton 98059 1993 rn c:~ c:, 'l Z< 722960 001005 Carrera Eliezer;Herrera Rosalba 4308 NE Sunset Blvd #A I Renton 98059 1976 ;, 722960 0020 03 Dedo Joanne M 4308 NE Sunset Blvd #A2 Renton 98059 1976 722960 0030 0 I Greene Linda K/Cheyenne E 4308 NE Sunset Blvd #A3 Renton 98059 1976 722960 0040 09 Titus Paul E 4308 NE Sunset Blvd #A4 Renton 98059 1976 722960 0050 06 Rivera Celia 4308 NE Sunset Blvd #AS Renton 98059 1976 722960 0060 04 Corder Gerald A/Gina H 4308 NE Sunset Blvd #A6 Renton 98059 1976 722960 0070 02 Stookey Sarah Trustee 4308 NE Sunset Blvd #A 7 Renton 98059 1976 360-696-2053 722960 0080 00 Britt A Darlene 4308 NE Sunset Blvd #A8 Renton 98059 1976 722960 0090 08 Lindberg Gordon J/Deborah D 4308 NE Sunset Blvd #BI Renton 98059 1976 722960 0 I 00 06 Rios Juana Avilez;Sarabia Jesus 4308 NE Sunset Blvd #82 Renton 98059 1976 722960 011004 Erbenich Gordon H 4308 NE Sunset Blvd #BJ Renton 98059 1976 722960 012002 Stewart S L & Randall C D 4308 NE Sunset Blvd #B4 Renton 98059 1976 722960 013000 Riley Mark K 4308 NE Sunset Blvd #BS Renton 98059 1976 722960 014008 Francis Theresa A 4308 NE Sunset Blvd #B6 Renton 98059 1976 206-782-9361 722960 015005 O'Connor Erin E 4308 NE Sunset Blvd #B7 Renton 98059 1976 722960 016003 Jones James & Marcie 4308 NE Sunset Blvd #88 Renton 98059 1976 503-590-9706 722960 017001 Shafer Charles J & Cleo L 4308 NE Sunset Blvd #CI Renton 98059 1976 722960 0 180 09 Ramos Adalberto 4308 NE Sunset Blvd #C2 Renton 98059 1976 722960 019007 Kuh Beverly J 4308 NE Sunset Blvd #C3 Renton 98059 1976 722960 0200 05 Case Aurora Lee 4308 NE Sunset Blvd #C4 Renton 98059 1976 722960 0210 03 Pons Kelly J 4308 NE Sunset Blvd #CS Renton 98059 1976 722960 0220 0 I Brotherton Colene D 4308 NE Sunset Blvd #C6 Renton 98059 1976 425-885-2123 722960 0230 09 Dickey Carlos B 4308 NE Sunset Blvd #C7 Renton 98059 1976 722960 0240 07 Kramer Dwight E 4308 NE Sunset Blvd #C8 Renton 98059 1976 722960 0250 04 Han Kyung Suk 4308 NE Sunset Blvd #D1 Renton 98059 1976 425-227-8149 722960 0260 02 Hansen Christian B 4308 NE Sunset Blvd #D2 Renton 98059 1976 722960 0270 00 Hart Ross 4308 NE Sunset Blvd #D3 Renton 98059 1976 360-491-5955 722960 0280 08 Sokolsky Leonid 4308 NE Sunset Blvd #D4 Renton 98059 1976 722960 0290 06 Lipscomb William B / Loren 4308 NE Sunset Blvd #D5 Renton 98059 1976 722960 0300 04 Emry Ross 4308 NE Sunset Blvd #D6 Renton 98059 1976 722960 0310 02 Yellman Juliet M 4308 NE Sunset Blvd #D7 Renton 98059 1976 722960 0320 00 Williams Kirk 4308 NE Sunset Blvd #D8 Renton 98059 1976 722960 0330 08 American Savings Bank 4308 NE Sunset Blvd #EI Renton 98059 1976 722960 0340 06 Lipscomb William B & Lorena M 4308 NE Sunset Blvd #E2 Renton 98059 1976 722960 0350 03 King Michael R/Linda E 4308 NE Sunset Blvd #E3 Renton 98059 1976 722960 036001 Leathers Arley R 4308 NE Sunset Blvd #E4 Renton 98059 1976 722960 0370 09 Mai Lan Trang 4308 NE Sunset Blvd #FI Renton 98059 1976 722960 03 80 07 Torrilhon Victoria R 4308 NE Sunset Blvd #F2 Renton 98059 1976 722960 039005 Ayzenberg Alexander 4308 NE Sunset Blvd #F3 Renton 98059 1976 206-230-0595 722960 0400 03 Jones Sarah L 4308 NE Sunset Blvd #F4 Renton 98059 1976 722960 041001 Lipscomb William B & Lorena 4308 NE Sunset Blvd #FS Renton 98059 1976 722960 0420 09 Santana Carlos 4308 NE Sunset Blvd #F6 Renton 98059 1976 The Information Provided ls Deemed Reliable, But Is 1Vot Guaranteed -etroScan I King (WA) Parcel Number Owner Name Site Address YB Owner Phone 722960 043007 Espanol Canncn 4308 NE Sunset Blvd #F7 Renton 98059 1976 722960 044005 Nguyen Philip S/Tam M 4308 NE Sunset Blvd #F8 Renton 98059 1976 722960 0450 02 Eusebio Jeannette C;Madayag David 4308 NE Sunset Blvd #GI Renton 98059 1976 722 960 0460 00 Long Connie N 4308 NE Sunset Blvd #G2 Renton 98059 1976 722960 047008 Bristol Douglas L 4308 NE Sunset Blvd #G3 Renton 98059 1976 722960 048006 Frank Sandy L 4308 NE Sunset Blvd #G4 Renton 98059 1976 722 960 04 90 04 Norton Jill J 4308 NE Sunset Blvd #Hl Renton 98059 1976 722960 050002 Mccarron Marjorie 4308 NE Sunset Blvd #H2 Renton 98059 1976 722960 051000 Day Shannon Pauline/Mary Jean 4308 NE Sunset Blvd #1-13 Renton 98059 1976 722960 052008 Tran Tai Huu 4308 NE Sunset Blvd #H4 Renton 98059 1976 722960 053006 Rivera-Ronquillo Elvis 4308 NE Sunset Blvd #HS Renton 98059 1976 722960 0540 04 Buck KellyM 4308 NE Sunset Blvd HH6 Renton 98059 1976 722960 0550 0 I Armstrong Lisa M 4308 NE Sunset Blvd #H7 Renton 98059 1976 722960 0560 09 Pedeferri Joshua D 4308 NE Sunset Blvd #H8 Renton 98059 1976 722960 0570 07 Schmidt Jon J 4308 NE Sunset Blvd #I I Renton 98059 1976 425-277-6128 722960 0580 05 Drebert Darlene Suc/L Scott/Ruth I E 4308 NE Sunset Blvd #!2 Renton 98059 1976 722960 0590 03 Celaya Ty/Margaret L 4308 NE Sunset Blvd #!3 Renton 98059 1976 722960 0600 0 I OerAI 4308 NE Sunset Blvd #!4 Renton 98059 1976 425-235-5140 722960 0610 09 Ramos Claudio 4308 NE Sunset Blvd #JI Renton 98059 1976 722960 0620 07 Lipscomb William E & Lipscomb 4308 NE Sunset Blvd #J2 Renton 98059 1976 722960 0630 05 Borick Brian Q/Darya P 4308 NE Sunset Blvd #J3 Renton 98059 1976 722960 0640 03 Williamson Harry F & Marie J 4308 NE Sunset Blvd #J4 Renton 98059 1976 722960 0650 00 Macpherson Kathleen M 4308 NE Sunset Blvd #JS Renton 98059 1976 722960 0660 08 Holm Warren K ,(308 NE Sunset Blvd #J6 Renton 98059 1976 722960 0670 06 Van Kougenet Jerry L 4308 NE Sunset Blvd #J7 Renton 98059 1976 722960 0680 04 Tyner Paul R 4308 NE Sunset Blvd #JS Renton 98059 1976 722960 0690 02 Caraco Sue E 4308 NE Sunset Blvd #KI Renton 98059 1976 722960 0700 00 Gleason Maxine 4308 NE Sunset Blvd #K2 Renton 98059 1976 722960 0710 08 Peterson Aaron/Kristin 4308 NE Sunset Blvd #K3 Renton 98059 1976 722960 0720 06 Bell Margie L 4308 NE Sunset Blvd #K4 Renton 98059 1976 722960 073004 Vaiente Joseph L 4308 NE Sunset Blvd #L l Renton 98059 1976 722960 07 40 02 Miller Jean;Brighton Teresa G 4308 NE Sunset Blvd HL2 Renton 98059 1976 722960 075009 Johnston John R Iv 4308 NE Sunset Blvd #L3 Renton 98059 1976 722960 076007 Carson William J Jr/William J/Cynth 4308 NE Sunset Blvd #L4 Renton 98059 1976 722960 077005 Patel Ramesh A;Kamboya Nima 4308 NE Sunset Blvd #Ml Renton 98059 1976 722960 078003 Watts Calvin C & Barbara J 4308 NE Sunset Blvd #M2 Renton 98059 1976 722960 079001 Nguyen Phong T/Bichnga T 4308 NE Sunset Blvd #M3 Renton 98059 1976 722960 080009 Layer Sean B/Cynthia L 4308 NE Sunset Blvd #M4 Renton 98059 1976 722960 081007 Miller Robert G 4308 NE Sunset Blvd #NI Renton 98059 1976 722960 082005 Castle Janis Lynn 4308 NE Sunset Blvd #N2 Renton 98059 1976 722960 0830 03 Lee Clifford 4308 NE Sunset Blvd #N3 Renton 98059 1976 722960 0840 0 I Ho Chung/Yen 4308 NE Sunset Blvd #N4 Renton 98059 1976 722960 0850 08 Krantz Bill J 4308 NE Sunset Blvd #01 Renton 98059 1976 722960 0860 06 Chen Wei;Wei Guo 4308 NE Sunset Blvd #02 Renton 98059 1976 722960 0870 04 Gee Joan A 4308 NE Sunset Blvd #03 Renton 98059 1976 722960 0880 02 Cao Qin 4308 NE Sunset Blvd #04 Renton 98059 1976 722960 0890 00 Hsing Jui-Szn 4308 NE Sunset Blvd #Pl Renton 98059 1976 722960 090008 Frank Riley M/Caterina D 4308 NE Sunset Blvd #P2 Renton 98059 1976 722960 091006 Nestor Gregory L/Debra A 4308 NE Sunset Blvd #P3 Renton 98059 1976 722960 0920 04 Hansen Teresa E 4308 NE Sunset Blvd #P4 Renton 98059 1976 722960 093002 Kramer Kerstin J/David 4308 NE Sunset Blvd #Ql Renton 98059 1976 722960 0940 00 Rasmussen Lorrie J 4308 NE Sunset Blvd #Q2 Renton 98059 1976 722960 0950 07 Harrison Darcy L 4308 NE Sunset Blvd #Q3 Renton 98059 1976 722960 0960 05 Carpenter Vicki L 4308 NE Sunset Blvd #Q4 Renton 98059 1976 722960 0970 03 Sutton Janell M 4308 NE Sunset Blvd #Rl Renton 98059 1976 The Information Provided ls Deemed Reliable, But ls Not Guaranteed. etroScan I King (WA) • Parcel Number Owner Name Site Address YB Owner Phone 722960 09800 I Oliva Hector;Aubrocio Blanca 4308 NE Sunset Blvd #R2 Renton 98059 1976 722960 0990 09 Mccloy Rita A 4308 NE Sunset Blvd #R3 Renton 98059 1976 722960 I 000 05 American Savings Bank Fsb 4308 NE Sunset Blvd #R4 Renton 98059 1976 722960 101003 Drebert L Scott/Ruth I 4308 NE Sunset Blvd #SI Renton 98059 1976 425-235-1678 722960 102001 Brenden Richard M 4308 NE Sunset Blvd #S2 Renton 98059 1976 722960 103009 Zuniga Alba C 4308 NE Sunset Blvd #S3 Renton 98059 1976 722960 I 040 07 Fox Katherine L;Trautenberg Gerald 4308 NE Sunset Blvd #S4 Renton 98059 1976 722960 I 050 04 Weber Angela J 4308 NE Sunset Blvd #Tl Renton 98059 1976 722960 l 060 02 Hong Herbert 4308 NE Sunset Blvd #T2 Renton 98059 1976 722960 l 070 00 O'Connor Gregory E 4308 NE Sunset Blvd #T3 Renton 98059 1976 722960 l 080 08 Scofield John E & Nancy M 4308 NE Sunset Blvd #T4 Renton 98059 1976 206-232-9529 722960 109006 Le Tuong Vinh;Nguyen Kim-Cuc T 4308 NE Sunset Blvd #UI Renton 98059 1976 722960110004 Romero Jesus S/Olga 0 4308 NE Sunset Blvd #U2 Renton 98059 1976 722960 111002 Pagaran William A 4308 NE Sunset Blvd #U3 Renton 98059 1976 722960 112000 Yake Lee Ann 4308 NE Sunset Blvd #U4 Renton 98059 1976 722960 113008 Pappas Lewis/Vivian 4308 NE Sunset Blvd #VI Renton 98059 1976 722960 114006 Jones Joyce L;Mackay Tammy Lynn 4308 NE Sunset Blvd #V2 Renton 98059 1976 722960115003 Lipscomb William B 4308 NE Sunset Blvd #V3 Renton 98059 1976 722960 116001 Maes Brian C 4308 NE Sunset Blvd #V4 Renton 98059 1976 722960 1170 09 Fisher Sharon 4308 NE Sunset Blvd #V5 Renton 98059 1976 722960 1180 07 Tamura Takashi 4308 NE Sunset Blvd #V6 Renton 98059 1976 722960 1190 05 Regalia Brieanne N 4308 NE Sunset Blvd #V7 Renton 98059 1976 722960 1200 03 Troy Chritine 4308 NE Sunset Blvd #V8 Renton 98059 1976 722960 121001 Papagayo Basilisa D 4308 NE Sunset Blvd #WI Renton 98059 1976 206-722-2488 722960 1220 09 Lipscomb William B & Loren 4308 NE Sunset Blvd #W2 Renton 98059 1976 722960 123007 Erbenich Norman E 4308 NE Sunset Blvd #W3 Renton 98059 1976 722960 1240 05 American Savings Bank Fsb 4308 NE Sunset Blvd #W4 Renton 98059 1976 722960 1250 02 Miller Robert G 4308 NE Sunset Blvd #W5 Renton 98059 1976 722960 1260 00 Colvin Donna M 4308 NE Sunset Blvd #W6 Renton 98059 1976 722960 127008 Lipscomb William B & Lorena 4308 NE Sunset Blvd #W7 Renton 98059 1976 722960 128006 Sung Cheng-Hsi;Wang Shau-Ying 4308 NE Sunset Blvd #W8 Renton 98059 1976 722960 129004 Sylvester Anita 4308 NE Sunset Blvd #XI Renton 98059 1976 722960 130002 Hedlund Danna K 4308 NE Sunset Blvd #X2 Renton 98059 1976 722960 131000 Vadney Milton E 4308 NE Sunset Blvd #X3 Renton 98059 1976 722960 132008 Alabaso Annabelle T 4308 NE Sunset Blvd #X4 Renton 98059 1976 722960 133006 Dyer Kimberly M 4308 NE Sunset Blvd #X5 Renton 98059 1976 722960 134004 Anderson Richard E 4308 NE Sunset Blvd #X6 Renton 98059 1976 722960 135001 Harney Kimberly S 4308 NE Sunset Blvd #X7 Renton 98059 1976 722960 136009 Doane Betty Sue;Flynn Danny Lee 4308 NE Sunset Blvd #X8 Renton 98059 1976 722960 137007 Myers Dale W/Helen M 4308 NE Sunset Blvd #YI Renton 98059 1976 722960 138005 Cabrera Rodolfo W/Monia L Navarr 4308 NE Sunset Blvd #Y2 Renton 98059 1976 722960 139003 Ramsey Marc C 4308 NE Sunset Blvd #Y3 Renton 98059 1976 722960 140001 Grimm Shannon M 4308 NE Sunset Blvd #Y 4 Renton 98059 1976 722960 141009 Cardenas Jairo A;Lim Won Ock 4308 NE Sunset Blvd #Z I Renton 98059 1976 722960 1420 07 Black Joanne V 4308 NE Sunset Blvd #Z2 Renton 98059 1976 503-697-7354 722960 143005 Goding David/Betty 4308 NE Sunset Blvd #Z3 Renton 98059 1976 722960 144003 Not Available From County 4308 NE Sunset Blvd #Z4 Renton 98059 1976 722960 1450 00 Herberg Ann M 4308 NE Sunset Blvd #1 Renton 98059 1976 722960 146008 Belshaw Dana Lynn 4308 NE Sunset Blvd #2 Renton 98059 1976 722960 147006 Lofstrom Keith W 4308 NE Sunset Blvd #3 Renton 98059 1976 722960 1480 04 Yang Ziya 4308 NE Sunset Blvd #4 Renton 98059 1976 425-277-1398 The lnfurmarion Provided ls Deemed Reliable, But ls ,"iot Guaranteed. ~ Jesse Tanner, Mayor October 10, 2001 Superintendent's Office Renton School District #403 300 SW 7~ Street Renton, WA 98055-2307 CITY.F RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator Subject: ADF Mixed Use Buildings Project No. LUA-01-134,SA-A,ECF The City of Renton Development Services Division has received an application for proposed development of a 35,580 SF property into two mixed-use buildings. The property is located at 4401 NE Sunset Blvd. Please refer to the enclosed Notice of Application for complete details of this project. In order to process this application, the Development Services Division needs to know which Renton schools would be attended by children living in residences at the location indicated above. Would you please fill in the appropriate schools on the list below and return this letter to my attention, Development Services Division, City of Renton, 1055 South Grady Way, Renton, Washington 98055. Elementary School:--------------------------------- Middle School: __________________________________ _ High School: ------------------------------------ Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes___ No __ _ Any Comments: __________________________________ _ Thank you for providing this important information. If you have any questions regarding this project. please contact me at (425) 430-7382. Sincerely, Elizabeth Higgins, AICP Senior Planner 1055 South Grady Way-Renton, Washington 98055 @ This paperconta1nsSO% recyc!edrnalerial, 30% postconsumer Jesse Tanner, Ma or October 10, 2001 Mr. Dale Fonk ADF Properties, LLC 15007 Woodinville-Redmond Road Suite A Woodinville, WA 98072 SUBJECT: ADF Mixed Use Buildings CITY ~•F RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator Project No. LUA-01-134,SA-A,ECF Dear Mr. Fonk: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on November 6, 2001. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me, at (425) 430-7382, if you have any questions. Sincerely, Elizabeth Higgins, AICP Senior Planner cc: Mr. John Nason/Nason & Associates acceptance I 055 South Grady Way-Renton, Washington 98055 ® This paper conta111s 50% recycled material, 30°:lo post consumr:r 1' .... ADDRESS: ZIP: TELEPHONE NUMBER: ADDREss, 1soo7 w....J, .. ~.~-Rut.,..,,...J R 5 COMPANY (if applicable): r ADDRESS: CITY: ZIP: TELEPHONE NUMBER AND E-MAIL ADDRESS: 0 1?5. loM masterap.doc Revised April 2001 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): EXISTING LAND USE(S): A-C 11-A-J- EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: C PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): "' EXISTING ZONING: PROPOSED ZONING (if applicable): SITE AREA (in square feet): s-ooc sf SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR ORE (if applicable): /U PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): I,) f1 ,;)_ / , q c; ,µi tft p&r NUMBER OF NEW DWELLING UNITS (if applicable): NUMBER OF EXISTING DWELLING UNITS (if applicable): I an Ciol ,;p ~11d..tn~ U)t.1.J r'fC-t'~ /'tmc::,,.eoL NET FLOOR AREA qF NON-R~l~ENTIAL BUILDINGS lif applicable): ·~~~i'~ ~ 1 ~-, 1 o NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): _ ANNEXATION (A) $ COMP PLAN AMENDMENT (CPA) $ ~ONDITIONAL USE PERMIT (CU-A, CU-H) $ NVIRONMENTAL REVIEW (ECF) $ . 560,00 _ GRADE & FILL PERMIT (GF) $ (No. Cu. Yds: $ _REZONE(R) $ ROUTINE VEGETATION $ MANAGEMENT PERMIT (RVMP) t_@.cr:J ,k'.'.'SITE PLAN APPROVAL (SA-A, SA-H) $ _ SPECIAL PERMIT (SP) $ _ TEMPORARY PERMIT (TP) $ _ VARIANCE (\/-A, V-H, V-ll) $ (from Section: $ _ WAIVER l;N) $ OTHER: $ (Name of Owne~:?'ve) ~?/~- (Signature of Owner/Representative) masterap.doc Revised April 2001 PROJECT VALUE: d_ ;'.) ,.,,;f/,-o., IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): NA D AQUIFER PROTECTION AREA ONE D AQUIFER PROTECTION AREA TWO D FLOOD HAZARD AREA D GEOLOGIC HAZARD D HABITAT CONSERVATION D SHORELINE STREAMS AND LAKES D WETLANDS SHORELINE REVIEWS _ CONDITIONAL USE (SM-C) $ _ EXEMPTION (SME) $ _ SUBSTANTIAL DEVELOPMENT (SM) $ _ VARIANCE (SM-V) $ SUBDIVISION _ BINDING SITE PLAN (BSP) $ _ FINAL PLAT (FP) $ _ LOT LINE ADJUSTMENT (LLA) $ _ PRELIMINARY PLAT (PP) $ _ SHORT PLAT (SHPL-A, SHPL-H) $ Postage: $ TOTAL FEE $ ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. NO CHARGE 65'. 0'8 AUTHORIZATION TO ACT AS AGENT The undersigned owners of the property at 4409 Sunset Hwy, Renton, Washington, I authorize Dale Forrk, as Managing Member of ADF Properties, LLC to act as our agent only in the matters pertaining to the acquisition of building permits and other related permits with the City of Renton and other governing agencies. We grant no authority to ADF Properties, LLC to incur any obligations on our behalf and Dale Fonk, personally, does hereby indemnify and hold the undersigned harmless from any liability of any nature whatsoever arising from the acquisition of the said building permits and related permits. I, AGREE TO THE TERMS OF THIS A~THOR ATION t,f.An ette/lthoff / ~.:.l_.L:'..L~--~ _<::u ~ / h-t ?Uk,#L Anita Nordstrorrf ST A TE OF WASHINGTON COUNTY OF KING ) ss ) On this day personally appeared before me Annette Althoff to me known to be the individuals descnbed m and who ex;;:~~i;t \~e w1thm and toregmng mstnunent, and acknowledged that she signed the same as her free ~ .... tt£lfa;v. 'ai;t and deed, for the uses and purposes therem ment10ncd _--~ .. :,-''''' j. ~,,, Given under g;~~(;)~il,J seal this 7-"' day ( , 200 I ; f ~~~~~ ' ~ ' ~-. "" ;;;; < , ,;; ?. ;, 'bv_BL \" C:: "' :: \ (I' '\:0~·01, ........ ---""": II ci..,.. ''''"'"'''' .:: ''', '4S1i1NC:.~o+ --- ' 1, 1 '\\_\..._, .......... :·- STATE OF WASHINGTON COUNTY OF KING ) ss ) Notary Public in and for the S,y,..,,,."-">~~ Washington, residing at_~ze;~;;~l':.:_ My Commission Expires_~+-/----- On this day personally appeared before me Anita Nordstrom to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as ber free and voluntary act and deed, for the uses and purposes therein mentioned. Washington, residing at__c==¥;z:;.,='*'"'-c,.!c:-::_' My Commission Expires_~-~c..,..-~ 1. Gross area property: 1. ~£%, !?~ square feet 2. Certain areas are excluded from the calculation. These include public roadway, private access easements serving 3 or more dwelling units, 0 and critical areas.* Total excluded area:** 2. square feet 3. Subtract line 2 from fine 1 for net area -:,t;f,~ (or total of lot areas): 3. square feet 4. Divide line 3 by 43,560 for net acreage: 4. ,f/) acres 5. Number of dwelling units (d.u.) or lots planned: 5. ,---~-~---units/lots C-+ /A, 1/'ft/.) ~ OJ r--<MseGCA1...) ;;.;,~"?,=::-+1- 6. Divide fine 5 by fine i for net density: 6. 2(' 1 '5 d.u./acre ____ lots or units would result in a net density of ____ dwelling units per acre. *Critical Areas: Are defined as "areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deducted/excluded. ** Alleys (public or private) do not have to be excluded. A: /DENSITY.DOC Revised 04/00 ""e· SEP 2 8 2001 DEVELOPMENT SERVICES DIVISIC WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITIAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY: Calculations, Survey, Density Worksheet , Drainage Control Plan, Drainage Report 2 Elevations, Architectura!JAND< Elevations, Grading, Existing Covenants (Recorded Copy), Existing Easements (Recorded Copy), Flood Plain Map, if applicable, 6-<(L.ft Floor Plans , AND, Geotechnical Report, AND, wl Grading Plan, Conceptual , Grading Plan, Detailed 2 King County Assessor's Map Indicating Site, Landscaping Plan, Conceptual, Legal Descripiion, List of Surround'1ng Property Owners, Mailing Labels for Property Owners, Map of Existing Site Conditions, Master Application Form, Monument Cards (one per monument), Parking, Lot Coverage & Landscaping Analysis, Plan Reductions (PMTs), Posiage, .. ,' Preapplication Meeting Summary 4 Public Works Approval L.etter., Rehabilitation Plan 4 This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section . )(J.,.?, t'Mu.:t\7 'f'{\w, ... ,:"."G ~ I PROJECT NAME: _J-"-'--1 fu1u=---""{_;l"'-'-")._iJL!:.= ___ _ DEVELOPl\/ic:;, I Pl.i\i~NIN(i)ATE: _/_/_,_J_q_~_/,__f/J ______ _ CITY OF RENTON I I SEP 2 8 2001 RECEIVED - h:\division.s\develop.ser\dev.plan.ing\waiver.xls REVISED 5117100 DEVELOPMENT SERVICES DIVISIO WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITIAL REQUIREMENTS: Screening Detail , Street Profiles 2 Title Report or Plat Certificate, Topography Map (5' contours), Traffic Study 2 Tree CuttingNegetation Clearing Plan 4 Urban Center Design Overlay District Report, Utilities.Plan, Generalized 2 Wetlands Delineation Map 4 Wetlands Planting Plan 4 ·. Wetlands Study 4 Wirlljess: / A)1elicant Agre¥ent Statement zAND 3 • lnve~ry o;):'xisting Sites 2AND 3 Lease ~eement, Draft ,ANos MaP,,rlf ExisriQg Site Conditions 21\No, ·~p ofViewA~2ANo, / Photosimulations ~ AND3 This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section WAIVED MODIFIED COMMENTS: BY: BY: V 'j]_';, :/3,14f w~ B-p-+t ~ II .· •··. PROJECT NAME:-------------- DATE: -------------- - h:\divislon.s\develop.ser\dev.plan.ing\waiver.xls REVISED 5/17/00 D1:=11tlop Ctr,}jf:tv, p r: R1crv,I..Ao,vN1,v~ SE, IV '.1 Project Narrative p 2 8 200/ REci:u,,_ ADF Properties Mixed-Use building at 4409 NE Sunset Bou/eVat'(E,',O The proposed project is a Mixed Use of Retail and Residential in the CN (Center Neighborhood) Zoning being designed within the District 'A' Center Residential Demonstration allowances. The site is zoned CN with the CN zoning on the two adjoining sides and rear. The zoning across the Sunset Right-of Way is RM-N. The Site is currently vacant, dilapidated buildings were removed several yea1S ago. No improvements exist other than the utility services being available to the site. No special features exist except that the rear abuts a drainage channel that has been considered in the civil engineering design. The soil on the site consists of mostly Alderwood Series (predominantly Everett gravelly sandy loam,) which overlies a consolidated glacial till layer. The site generally slopes in the southwesterly direction. The majority of the site drains via sheet flow to the low area at Honey Creek southwest of the property. Any concentrated flow will ultimately drain into the existing wetland south of the proposed development. The site is proposed to have two buildings. The front single level retail building is about 1,650 S.F. with 1,050 SF shown as 'Coffee Shop' and 600 SF as a 'personal services use'. The much larger three-story mixed-use building is to the rear. The mixed-use building contains 26 cars in the 'structured' parking arranged around the 1,800 S.F. retail use with two floo/S of living units above. The retail use may be a pe1Sonal service or professional type use. An additional 23 parking spaces are available on-site for the various parking needs for a total of 49 provided parking spaces. Each of the two upper floo/S contain eight two-bedroom units and one one-bedroom unit for a total of 18 units. (This residential density is 22 units per acre.) They average about 1,000 S.F. per unit. The mixed-use building is about 38' to the mid-point of the pitched standing seam hip roof design. The site area is 35,580 square feet of which 75% is impervious surface of various materials. The buildings cover 35% (12,280 S.F.) of the site area. The site is accessed off two curb driveways forming a loop through the site. The site presently has three driveways that are relocated and consolidated as part of the site access design. The development will require installation of on-site fire hydrants looped into the existing lines in Sunset Highway. Sewer, domestic water, power, natural gas and other utilities are available in the Sunset Right-of Way. No additional properties seem to be needed or dedicated to the City for project development. The estimated construction costs are about $2,600,000 with a market value over $3,500,000. Some earthwork fill materials are required to bring the site up to acceptable access requirements and then provide necessary on-site slopes for storm drainage and collection systems which in-tum have a fixed exit elevation into the Honey Creek drainage at the rear. One very large Douglas fir tree to the rear of the site will be removed as part of the project development. Several smaller trees along the west property line are integrated into the parking as practical and a large (36') fir is also retained on the east property line. . -. C: N M I ~ I ;;cu I ::::==~::=~=~ .----=-;::--:--, J 101 st St. I +----,=-----,-r.:rn . I ~ nn""'-1' e ZONING P/D/PW TECHNlOAL BEllVICES Ol/l8/01 0.:, er., CN··~ E6 . 10 T23N R5E W 112 R-8 200 t°°_ 114000 D6 3 T23N R5E W 1/2 CITY OF RENTON • Department of Community Development 1055 S. Grady Way Renton, WA 98055 Phone ( 425) 430-7200 ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions form your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that would help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for non project proposals: Complete this checklist for nonproject proposal, even though questions may be answered "does not apply". IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project", "applicant", and "property or site" should be read as "proposal", "proposer", and "affected geographic area", respectively. A. BACKGROUND I. Name of proposed project, if applicable: Mixed Use, 18 Unit apartment building and appx. 1800 sq ft commercial space and detached appx. 2000 sq ft commercial building 2. Name of applicant: ADF Properties, LLC 3. Address and phone number of applicant and contact person: 15007 Woodinville-Redmond Rd. Suite A Woodinville, WA 98072 Tel: (425) 398-0107 Fax: (425) 398-1006 4. Date checklist prepared: 8/30/2001 5. Agency requesting checklist: City of Renton; Development Services Division and related agencies 6. Proposed timing or schedule (including phasing, if applicable): Commencement of development is as soon as practicable after permits are issued 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? NO 8. List any environmental information you know about that has been prepared, or would be prepared, directly related to this proposal. Wetlands Survey has been done, has been delivered to City of Renton 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain: None 10. List any government approvals or permits that would be needed for your proposal, if known: Grading & Clearing; Construction permit, various mechanical, plumbing and electrical permits 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) This is a site of approximately 35,000 square feet. We propose to import some fill to bring the grade up to match the surrounding terrain. Then to construct a Mixed Use building consisting of an 18 Unit, 3 story apartment building with appx. 1800 sq ft of retail/commercial space on the ground floor and a separate f 1 /i'if-sq ft (appx.) commercial/retail building· which will probably be an Espresso shop with a drive through lane. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the -----···-··---·-_,,_'TI'""i"'""'fl1l'---'"",;. ____ ·-"•=-'-'-"---- agency, you are not required to duplicate map's or detailed plans submitled with any permit applications related to this check/isl. This site is on the South side of the 4400 block of the Sunset Highway. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): E!fl!.i 10Uing,J.Ji.H1; .Jleep .slvpt.5", mountainous, mhe, b. What is the steepest slope on the site (approximate percent slope)? 2% c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Not agricultural, this is generally sandy gravel d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NO e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximately 2500 yards of commercially purchased fill dirt to be imported to bring the site up to generally match the surrounding terrain. f. Could erosion occur as a result of clearing, construction, or use? Jfso, generally describe. No, this site is so flat, there is no risk of erosion g. About what percent of the site would be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approx. 80% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Typical erosion control measures, silt fencing, bales of hay as advisable or prudent 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction: minimal, typical of small construction During operation of business after construction: none, other than from general public vehicles accessing the premises b. Are there any offsite sources of emissions or odor that may affect your proposal? If so, generally describe? NO c. Proposed measures to reduce or control emissions or other impacts to air, if any: Ifit is dry and the dust kicks up, we will wet it down with water to control it ------------------- 3. Water a. Surface I) Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Y cs, a manmadc drainage swale. 2) Would the project require any work over, in, or adjacent to (within 200 feet) of the described waters. If yes, please describe and attach available plans. Y cs, construction will be within 200 feet, however not within the required 25 foot setback from the high edge of the swalc. This is clearly shown on the site plan. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4) Would the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. NO 5) Does the proposal lie within a JOO-year floodplain? Ifso, note location on the site plan. NO 6) Does the proposal involve any discharges of waste material to surface waters? If so, describe the type of waste and anticipated volume of discharge. NO b. Ground C. I) Would ground water be withdrawn, or would water be discharged to ground water? Give general description, purpose, and approximate quantifies if known. NO 2) Describe waste material that would be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals ... ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. NIA Water Runoff(including stonn water) 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where would this water flow? Would this water flow into other waters? Jfso, describe. Typical groundwater from downspouts/roof drains, parking lot catch basins. Will be treated and stored as required on-site, then discharged into the new bioswale we are adding for boiremediation before discharge into the existing manmadc swale. 2) Could waste materials enter ground or sJrface waters? If so, generally describe. NO d. Proposed measures to reduce or control swface, ground, and runoff water impacts, if any: Our groundwater is virtually exclusively storm water runoff. It will be treated and retained prior to discharge into the downstream system. 4. Plants a. Check or circle types of vegetation found on the site deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other l shrubs l grass pasture crop or grain _X _ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation Note: please review Wetlands Survey attached for further details. b. What kind and amount of vegetation would be removed or altered? Site will be stripped pretty bare at commencement of project c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Site will be landscaped per plan to be submitted by licensed Landscape Architect. Extensive effort will be made to use drought tolerant plantings. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other __________ _ mammals: deer, bear, elk, beaver, other ___________ _ fish: bass, salmon, trout, herring, shellfish, other _____ _ amphibians and reptiles: frogs, salamanders, snakes, other _____ _ Comment: This site is small and is surrounded by commercial development on all sides. The only animal life might be mice or moles typical to the Northwest b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? Jfso, explain. No d. Proposed measures to preserve or enhance wildlife, if any: NIA 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) would be used lo meet the completed project's energy needs? Describe whether it would be used for heating, manufacturing. etc. Electricity will be used for lighting, either electricity or natural gas will be used for heating and for hot water. b. Would your project affect the potential use of solar energy by adjacent properties? ff so, generally describe. NO c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Well insulated building heated spaces, insulated glass, set-back thermostats, typical measures used in contemporary buildings of a similar nature 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? ff so, describe. NO 1). Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: NIA b. Noise 1) Whal types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? General traffic from surrounding streets, this is not deemed a negative impact. 2) Whal types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Construction shonld be a 90-110 day period and will necessitate the noise typical of light commercial construction. 3) Proposed measures to reduce or control noise impacts, if any: None 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? -------·-----~-"-''-'' =·"!''---.'-,';'"-/~\"''1 ____ ,. __ , _,_: --~--- Site is currently vacant, adjacent properties are general retail/commercial nses. b. Has the site been used for agriculture? If so. describe. NO c. Describe any structures on the site. None d. Would any structures be demolished? If so, what. NO e. What is the current zoning classification of the site? Site is zoned commercial consistent with applicants intended uses. f. What is the current comprehensive plan designation of the site? Commercial/retail uses g. If applicable, what is the current shoreline master program designation of the site? NIA h. Has any part of the site been classified as an "environmentally sensitive" area? Jfso, specify. NO i. Approximately how many people would reside or work in the completed project? Depending on the tenant in the retail lease space, there could be anywhere from 6-15 employees on site at a time. The 18 Unit apartment building could potentially have 30-40 people. There are 16 two bedroom units and 2 one bedroom units j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: NIA 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: None 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or /ow-income housing. 18 units, expected to be mid-range price level b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts. if any: None 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Apartment Building at peaks wilt not exceed 45', wilt he standing seam metal roof, and beveled siding exterior walls with split faced CMU on the hottom floor. The other retail/commercial building exterior to be split faced concrete block, stucco and glass storefront b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: This site is currently a weed patch and an aesthetic blight on the overall area. Our development should represent a considerable enhancement to the overall aesthetics of the area. 11. Light and Glare a. What type of light or glare would the proposal produce? What time of day would it mainly occur? Minimal, some parking lot lighting, it would be consistent with the existing commercial surroundings b. Could light or glare from the finished project be a safety hazard or interfere with the views? No c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: None 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? The overall Renton Community and surrounding area offer a wide range of recreational opportunities, many of them outdoor oriented. b. Would the proposed project displace any existing recreational uses? If so, describe: NO c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Nooe 13. Historic and Cultural Preservation a. Are there any places or objects listed on , or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. NO b. Generally describe any landmarks or evidence ;f historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, of any: None 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. This site accesses directly onto the Sunset Highway. There are currently 3 curb cuts serving tbe site, we expect to reduce that to 2. We have discussed the possibility of having some off- street circulation with the McDonalds facility next door, no conclusion to those discussions as of yet. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes c. How many parking spaces would the completed project have? How many would the project eliminate? Between 35 and SO d. Would the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways> Ifso, generally describe (indicate whether public or private). NO e. Would the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. NO f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Peak Volume for the Espresso would be between the hours of 6:00 AM and 1:00 PM and should not exceed about 100 trips per day. Since we do not know yet what the retail space will be leased as, that is difficult to project. The apartment building will generate typical trips typical for that use. g. Proposed measures to reduce or control transportation impacts, if any: None 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. NO b. Proposed measures to reduce or control direct impacts on public services, if any. None __ " ______ -___ ·_,~_._ .. _,:;~,!ffl'-·_i.:;_. -----·· .... ·---l'_, ___ .. _._"•·_. - 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, waler, refuse service, telephone, sanitary sewer, septic system, other. Sewer, Water, Natl. gas, Electricity, and telephone are all readily available b. Describe the utilities that are proposed/or the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Utility Provider Electricity Puget Sound Energy Telephone Qwest Water City of Renton Utilities Sewer City of Renton Utilities Natl. Gas Puget Sound Energy C. SIGNATURE The above answers arc true and complete to the best of my knowledge. is relying on them to make its decision. Signature~ Dale Fonk, Managing Member, ADF Properties, LLC Date Submitted 016 / ----,,~-~--------------- I understand that the lead agency Construction Mitigation Description ADF Properties Mixed-Use building at 4409 NE Sunset Boulevard Proposed Construction Dates: Present until complete. It is the intent to proceed as soon as pennitting allows. Project is expected to take one year for both buildings. Hours of Construction Operation: Construction hours would expect to utilize most hours available per City Ordinance and as further allowed by pennitting. Construction hours are now indicated as 7 AM to 8 PM Monday-Friday and 9 AM to 8 PM on Saturday and Sunday on specially request. The site grading hours are indicated as 7 AM to 8 PM Monday-Friday, and Saturday and Sunday on special request. The allowed hours for hauling as indicated as 8:30 AM-3: 30 PM Monday-Friday and Saturday and Sunday by pennission. These hours seem acceptable except to possibly request longer hours on the construction hauling. An earlier start may be desired as well as a later end time. (This may be subject to traffic impacts as well.) The dirt (fill) hauling will be along the frontage road of Sunset Boulevard and it's feeders as detennined by fill sources. At this time an estimated 2,500 yards of compacted fill is required to bring the site up to grading required for the site stonn drainage/retention system. Construction Mitigation: Mitigation of the fill and haul impacts will be standard practices of flagging for traffic, water for dust (as required), and other on-going cleanup measures. Erosion control measures are addressed in the Erosion and Sediment Control plan and the SEPA Checklist prepared for this project. DATE: TO: FROM: S.pec c a) vn-t) MEMORANDUM Sl:!RVlCE~ oEVELOPMan' .. TnN CliY OF REouv NO"V 12 1999 RECE\VED Construction Services, Fire Prevention, Plan, Review, Project Planner Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application: _CJ]-""-'-{-({y_,._· +---'Lu'---"'""be.,<.=. _______ _ LOCATION: l/lfO:) Nf. SCU?,fff-{:!,Ive{ PREAPP NO. __ CJ_4_-_l-"-O__._ _______________ _ ~ A meeting with the applicant has been scheduled for Z: 00 Pf-1 , :fhtlrsday, NQI Z'-f ,I{.. , in one of the 5th floor conference rooms (new City Hall).' If this meeting is scheduled at 10:00 AM, the-MEETING MUST BE CONCLUDED PRIOR TO 11 :OD AM to allow time to prepare for the 11 :00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Please submit your written comments to ~s~·«~?~M~~-C=~~~-----at least two (2) days before the meeting. Thank you. Preapp2 DEVELOPMENI PlA1W~ING CITY OF RENTON SEP 2 8 2001 RECEIVED DATE: TO: FROM: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM November 15, 1999 Elizabeth Higgins, Planner Jim Gray, Assistant Fire Marshal SUBJECT: Jiffy Lube, 4409 NE Sunset Blvd. Fire Department Comments: 1. The preliminary Fire flow is 4000 GPM which requires one fire hydrant within 150 feet of the building and thr~ additional hydrants within 300 feet of th/)uilding. (-?) 2. Pro~ a list of any flammable, combustible liquids or hazardous chemicals that are to be used or stored on site. ' ;;,'6~ 3. A fire mitigation fee of $4,529.00 is required based on $.52 a square foot of the building square footage. 4. Separate plans and permits are required for the installation of flammable or combustible liquid tanks and systems. This includes waste oil tanks. Please feel free to contact me if you have any questions. \' ( JIFFY LUBE & RETAIL STORE NE SUNSET BLVD. West of Anacortes Pre-Application November 24, 1999 WATER: 1. There will be a System Development Connection charge for water at $0.113 per gross square foot of site area, but not less than $850. 2. 3. 4. One fire hydrant is required for each 1000 gpm ofrequired fire flow. The primary hydrant is to be within 150-feet of the structures, but not closer than 50-feet. The secondary hydrants must be within 300-feet of the structures. Drawings to adhere to Ci ds available at the 6th floor. /~}'· If required fire fl is over 2500 gpm a water loop s is required. A loop system is required to be lo ted in a 15-ft. Utility Easement. The r uired fire flow will be determine by the Fire Preventi n Department. 6. 7. 8. 9. A 5-inch storz adap fire flow standards. or existing hydrants used to me the required Domestic and ii;ngation meter size and location to be shown. '---r-d~~- The Site is located on the SW 3-23-5 assessors map. The project site is located in the Water Aquifer Protection Ar~ 2 SEWER: I. The Sewer System Development Connection charge is $0.078 per gross site area. Show total square feet of site area and show area of any wetlands on site. ( Y(,. iattl[) , 2. A clean-out is required 5-feet out from the building. 3. Sewer line to have a slope of2% to the property line. 5. If the project produce fats, oils, or grease, then an appropriate removal system will be required per plumbing code . 6. The project is located in the May Creek Sewer Basin. u~ /?&:tu{) STORM DRAINAGE: ~/ I. The Storm System Development Connection charge is $0.129 per square foot of new impervious surface area, but not less than $3 85. 2. Show topography of entire site and minimum of 30-feet outside the property. Show wetand areas, class and size. fe,<.t(;! ~ !{pr-fo'!JC/ 99CMJ0JW.D0C\ '-/VA ~Jv 71!-~ r 3. 4. 5. 6. 7. 8. A level one Drainage Report \\~II be required and level 2 and/or level 3 may be required should conditions warrant. ~ report is to address Core requirements and Special requirements as listed in~-•& County Surface Water Design Manual. The proposed project must demonstrate adequacy to meet City code requirements for detention, waterqualitybdco v_ancecapacity. ,/'~ /~i.-,) ,,Jrv, L;"M UT"~ rorv7/J-J'f'"' Drawing seal is l "=20'. Use NA VD 1988 datum for elevations.· Provide following items on the title sheet legend, vicinity map, legal description and Survey Data (Benchmark). Runoff collected from pavement and gravel surface ~th vehicle access/parking must flow through oil/water separator CB or adequate biofiltration system. TRANSPORTATION: I. The traffic mitigation fee is $75 per new trip generated. The ITE trip generation manual ~I be use as bases for the trip rate. 0 "()4~ ( C~ ~ -/ . l,lic#,h:h# ~ Item 2 & 3 apply only if sidewalk does not exist, 2 A nurumum of a 5-foot planter strip is required between the curb and sidewalk. {._~ • ·. ~ 3 A five(5') foot sidewalk 1s required ~th the back edge located at the property line. ~ (', If sidewalk is existing maintain in go repair, __;:fJ ~-/ 4 Provide a bnef traffic report of distribution from the site ~ 99cm!Olw f:W 5 (ff·' W) 99CM101W.D0C\ DATE: TO: FROM: CITY OF RENTON Planning/Building/Public Works MEMORANDUM November 24, 1999 Pre-Application File No. 99-107 Elizabeth Higgins, AICP, (425)430-7382 SUBJECT: Jiffy Lube on Sunset Preapplication Comments Applicant: Project Name: Project Address: Richard A. Tomkins, Principal Pacific Engineering Design, Inc. Jiffy Lube on Sunset 4409 Sunset Boulevard NE General: We have completed a preliminary review of the preapplication materials for the above-referenced development proposal. The following comments on development and permitting issues are based on the preapplication submittals made to the City of Renton by the applicant and on the Codes in effect on the date of the review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton ~ Municipal Code and the City of Renton Development Regulations. The Renton Municipal Code is available at the City Clerk's office and the Renton Public · -~ ·brary. The Development Regulations are available for purchase for $50.00, "7)\ ~ p s tax, from the Finance Division on the first floor of Renton City Hall. reject Proposal: The project proponent wishes to obtain Site Plan Approval or construction of an 8,710 sf commercial building to be located on a site of unknown size at 4409 Sunset Boulevard NE in Renton. A "Jiffy Lube" automobile servicing facility would be located in a 2,470 sf area of the building on the west side. The remaining 6,240 sf of the building would be a retail lease space (unknown user). Thirty-four parking stalls would be provided. CITY OF RENTON Planning/Building/Public Works MEMORANDUM November 23, 1999 Page2 Zoning: The property is in a Center Neighborhood (CN) Zone. The Comprehensive Plan Land Use designation is also Center Neighborhood. Transportation services, and specifically vehicle service and repair, are permitted in the CN Zone. Although the retail use is unknown at this time, a variety o~ret · ~ a,~ activities are permitted outright in the CN Zone, including "auto supplies." 'f"" · . ! This property is also located within the "Centers Residential Demonstration rnstrict 'A'", wt,;ct, allows ,esWeotial develoement ,ooe, oert,,;, ooodltions. .. Land Use Permits Required: Site Plan Review is required for projects in the~);,:- Zone. An environmental review by the Environmental Review Committee would = r also be required because the project is more than 4,000 sf in size. The -~ l,.., nvironmental Review Committee makes a determination of non-significance, .7""" cvf termination of non-significance with mitigation, or a determination of • ~..-l')z si nificance. The Environmental Review Committee may also determine that a ~ blic hearing will be required, in which case, the Hearing Examiner will conduct he Site Plan Review. ~/&?> I If the project, as submitted, falls below the threshold for a public hearing, the Site~ iii£) Plan Approval will be administratively reviewed by the Development Services ~ &,/~-; Department Director. (The materials submitted by the project proponent for the -( preapplication conference indicate that an Administrative Site Plan Review ~·~ • process would be available for this project.) '?JJ;!'O°/ o/~ The purpose of the Site Plan Review is to ensure that the site plan of proposed uses 1s compatible with existing and potential uses and complies with plans, policies, and regulations of the City of Renton. The Site Plan Review criteria are. 0 Jji 1tr1f':!:2 tl-i)J'( ~~The processing time for the Environmental Review ee decision and 1. Conformance with the Comprehensive Plan, its elements and policies; ~ 2. Conformance with existing land use regulations; and, ~-u 3. Mitigation of impacts to surrounding prope · . 0{5 7:;t:t IP,1,;;;A( Administrative Site Plan Approval is 8 to 10 wee , assuming no appeals are {'I/"' ~ I filed. The fee for the combined process is plus $0.33 for each mailing label. The applicant is being provided w a complete Environmental Revie and Site Plan Approval application package with a copy of this memo. Building and Utility Construction Permits Required: A building permit utilities construction permit will be required. At the applicant's option, these permits may be submitted simultaneously with the site plan application. The processing time for a new commercial building permit is approximately 6 to 8 weeks. Timing for the utility permit is less. CITY OF RENTON Planning/Building/Public Works MEMORANDUM November 23, 1999 Page 3 Lot Coverage: The maximum lot coverage for buildings in the CN Zone is 65% of the total lot area (unless parking is within the building or a parking garage). Setbacks: The CN Zone requires a minimum 10' landscaped setback from Sunset Boulevard NE or a 20' landscaped setback from the back of the sidewalk, whichever is less. Rear or side setbacks are only required when abutting or adjacent to residential zones. This property abuts other CN Zones, although a residential zone is north of the site, across Sunset Blvd. Landscaping: There is a minimum requirement for a 1 O' landscaped area along streets (unless reduced through the site plan review process). This project, however, is adjacent to a residential zone, Residential Multi-Family Neighborhood Center (RM-N), therefore the minimum landscape area is 15'. Building Height: The maximum building height in the CN Zone is 35', without a conditional use permit. Because this project is adjacent to a residential zone, the height may exceed that of the residential zone by 15'. The height limit in the RM- N Zone is 30' or 2.5 stories. Therefore, the maximum building height for this property is 45'. Screening: Garbage, refuse, or dumpsters, and recyclables must be screened, except for access points by a fence or landscaping or some combination thereof. Pedestrian Access: A pedestrian connection shall be provided from a public entrance to the street unless the Reviewing Official determines that the requirement would unduly endanger the pedestrian. Provide direct, clear, and separate wa s rom s1 entries and internally from bui · s to adjacent retail properties. Parking: All parking must be on site, no parking on residential streets is permitted. The application will have to indicate how much parking is both required and provided. The parking requirement for "motor vehicle repair and service" (2,470 sf for Jiffy Lube) is 1 stall for each 400 square feet of gross floor area (7 spaces). • The reta1 ent 6 240 sf will ha mined by use, although the range for retail is between 4 spaces for each 1000 sf of gross floor area (25 spaces) and 1 space for every 500 sf of gross floor area (13 spaces). Americans with Disabilities Act requirements for both access and parking must be met. CITY OF RENTON Planning/Building/Public Works MEMORANDUM November 23, 1999 Page4 Access: The project is only accessed from Sunset Boulevard NE on the north. Sensitive Areas: The site is indicated on the City's Sensitive Areas maps as being within the Honey Creek watershed and in an area of potential concern for wetlands and streams. Wetland plants may be present on the property. A wetland reconnaissance will be required, and if wetlands are present on the property or on the abutting property, a delineation and report will be required. Environmental Mitigation Fees: Typical Environmental Mitigation measures include the required Fire Mitigation Fee of $4,722.12 ($0.52/square foot of building) and Transportation Mitigation Fee ($75/new trip generated by project, based on ITE Trip Generation Manual, 5th ed.). 'rJ; V cc: Richard A. Tomkins Jennifer Henning :a~ ()!P' ,, DATE: TO: FROM: CITY OF RENTON ECONOMIC DEVELOPMENT, NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM November 23, 1999 Elizabeth Higgins ruou Rebecca Lind STAFF CONTACT: Owen Dennison SUBJECT: Jiffy Lube Preapplication (99-107) The site is designated Center Neighborhood in the Comprehensive Plan. The CN designation is explicitly intended to discourage strip commercial development, and to create an urban, pedestrian district. The streetscape envisioned for the Center designations has the buildings brought to or close to the street. Greater consistency with the intent of the Comprehensive Plan could be achieved by moving the retail pad to more directly address the street. This is implemented in the maximum front setback in the Zoning Code. The policies encourage parking on the side or rear of the structure. As it requires access through the service bays, the auto service component should be treated differently in the site plan. A preferred design would re-orient the service bays so that they are parallel to or screened from the street. The proponents are also encouraged to locate the car stackin area so that it is not particularly noticeable from the street, perhaps to the rear of the retail building. Applicable Comprehensive Plan policies (Land Use Element): Policy LU-89. Create ~enti;rs which.support a ci)ywide transit SY,Sne and e!l:.?_urage pedestrian ... ~ ... 1\ access. Wl\fG). C),e. 'p-fY\l'>-'\ ;. ~ {;Lc.<0-,f: ~ f "".j ~ ~VYll:31~__) I (S'+. u -f> ~ Policy LU-102. Site and building design and use should be oriented primarily toward pedestrian/people to maximize pedestrian activity and minimize automobile use for circulation within the center. Policy LU-111. Site plan designs which locate parking lots associated with commercial uses, apartments or other uses behind or adjacent to structures are encouraged. Discourage parking lots from locating between structures and street rights-of-way. Policy LU-114. Promote the clustering of Neighborhood Commercial uses and discourage the development of strip commercial areas. Policy LU-293. Private development projects should be encouraged to orient toward the street and to encourage creativity in project design and landscaping in the abutting right-of-way. cc: Sue Carlson \\CENTRAL\SYS2\DEPTS\EconomicDevelopment\STRA TPLN\Pl.ANNING\PREAPP\CN\Jiffl..ube.doc\od GEOTECHNICAL ENGINEERING STUDY Proposed Jiffy Lube and Retail Building 4409 Northeast Sunset Boulevard Renton, Washington This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed Jiffy Lube and retail building to be located on Northeast Sunset Boulevard in Renton, Washington. We were provided with a site plan with topographical informa'.ion. Pacific Engineering Design, Inc. developed this plan, which is dated December 7, 2000. Based on this plan and conversations with the project engineer, we anticipate that the development will consist of two buildings; a retail space designed for a Jiffy Lube automotive shop, and a 3-story mixed-use building. The Jiffy Lube will be aligned with Northeast Sunset Boulevard on the northern portion of the site. The footprint of the building will be approximately 2,600 square feet with a finished floor elevation of 389.0 feet. The 3-story, mixed-use building will consist of two-stories of residential living over a floor of commercial space. The footprint of the mixed-use building will be approximately 2,700 square feet with a finished floor elevation of 389.0 as well. The current grade of the site is approximately 384.0 to 386.0. We anticipate that the site may be filled to reach the proposed grades for the buildings. The plans, however, are still being developed and the proposed finish floor elevations may change. A 19-foot by 105.5-foot detention vault is proposed on the southern portion of the site north of the 25-foot wetland setback. The vault will empty into a 150-foot long bio-swale on the southwestern portion of the property that will empty, in turn, to an existing stream to the south of the property. The remainder of the property will be covered with an impervious layer, either concrete or asphalt. Drive access will be from Northeast Sunset Boulevard adjacent to the northern property line. A proposed joint-use driveway for the site is planned in the northeastern corner. It will also provide access to the adjacent property to the east. SITE CONDITIONS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the site. The trapezoidal site is approx;mately 35,300 square feet in size. The northern property border is aligned with Northeast Sunset Boulevard, while the eastern, western and southern property borders align with Anacortes Avenue Northeast, approximately 150 feet to the east. The site has approximately 185 feet of frontage along Northeast Sunset Boulevard. The site is currently undeveloped and partially covered with small vegetation and trees. There is some gravel on the northern portion of the site providing a vehicle turnaround. A stream aligned with Northeast Sunset Boulevard comes onto the southeastern corner of the property flowing to the west. The topography of the site is generally flat. The elevation drop from Northeast Sunset Boulevard to the north is approximately 4 feet and gradual. The elevation of the stream to the south is GEOTECH CONSULTANTS, INC. ADF Properties, LL C March 14, 2001 JN 01065 Page 2 approximately 5 feet below the general grade of the site. The bank of the stream drops at a moderate slope within the 25-foot setback area. The southern bank of the stream, off the subject property, is retained with an approximate 8-foot-high rockery. The surrounding property use is generally residential and commercial along Northeast Sunset Boulevard. SUBSURFACE The subsurface conditions were explored by excavating four test pits at the approximate locations shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The test pits were excavated on February 28, 2001 with a rubber-tired backhoe. A geotechnical engineer from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soil encountered. "Grab" samples of selected subsurface soil were collected from the backhoe bucket. The Test Pit Logs are attached to this report as Plates 3 and 4. Soil Conditions The test pits encountered up to one foot of topsoil overlying medium-grained, loose sand. The sand was observed to an approximate depth of 2.5 to 3.5 feet below grade. Underlying the sand is medium-dense, weathered, gravelly, silty sand that becomes dense to very dense and glacially consolidated approximately 3.5 to 4.5 feet below grade. These soils are referred to in this report as glacial till. The till was observed to the maximum explored depth of 10 feet below grade. Groundwater Conditions Perched groundwater seepage was observed at an approximate depth of 7 feet. The test pits were left open for only a short time period. Therefore, the seepage levels on the logs represent the location of transient water seepage and may not indicate the static groundwater level. It should be noted that groundwater levels vary seasonally with rainfall and other factors. We anticipate that groundwater could be found in pockets within the till and perched between the near-surface weathered soil an<,; the underlying glacial till. The final logs represent our interpretations of the field logs. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. The relative densities and moisture descriptions indicated on the test pit logs are interpretive descriptions based on the conditions observed during excavation. The compaction of backfill was not in the scope of our services. Loose soil will therefore be found in the area of the test pits. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. GEOTECH CONSULTANTS, INC. ADF Properties, LLC March 14, 2001 CONCLUSIONS AND RECOMMENDATIONS GENERAL JN 01065 Page 3 THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY REL YING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The test pits conducted for this study encountered loose topsoil and sand overlying glacially consolidated, gravelly, silty sand (glacial till). The dense to very dense glacial till was observed approximately 3.5 to 4.5 feet below the existing grade. Based on this, the proposed buildings can be constructed on conventional foundations bearing directly on the dense to very dense native soils, or atop of structural fill place above this competent soil. Based on the proposed elevations of the finished floors, we anticipate excavations up to 4.5 from the current grade may be needed in the foundation areas. The plans indicated a finished floor grade of approximately 389.0. However, the plans did not indicate the finished floor elevation of a mechanics pit, which is typical of buildings constructed for this specific business. We anticipate that a mechanics pit may need to be constructed with a finished floor elevation approximately 6 feet below the slab of the building. Temporary cut slopes greater than 4 feet in height should not exceed a 1: 1 (Horizontal:Vertical) slope except in the dense glacial till where they can be made at 0.5:1 (H:V). A major consideration for this development is the location of the multi-story mixed-use building in relation to the detention vault. The plan indicates the southern footing line of the mixed-use building will be placed directly next to the northern wall of the detention vault. Proposed elevations indicate that the footing will be approximately 3.5 feet above the base of the detention vault. This will require the northern wall of the detention vault to be constructed as a retaining wall to withstand the surcharge load of the building. If this is unfeasible, the footing elevation of the building can be lowered to the base elevation of the vault, or the detention vault wall could be reinforced to support the building wall. The southern portion of the site should be graded to drain all surface water into the detention vault. No surface water sl1ould be allowed to drain into the wetland area. Also, considering the specific nature of the business to be located on the site, we anticipate that drums containing new and used oil may be onsite. These should be placed on the northern side of the site, in a protected area away from the bio-swale and inlet to the stream. A significant geotechnical consideration for development of this site is the overly moist to wet condition of the silty soils. Based on our observations, the moisture contents of the on-site soils are significantly above the optimum moisture content necessary for the required structural fill compaction. These fine-grained, silty soils are sensitive to moisture, which makes them impossible to adeqwately compact when they have moisture contents even 2 to 3 percent above their optimum moisture content. The reuse of these soils as structural fill in non-structural areas will only be successful during hot, dry weather. Aeration of each loose lift of soil will be required to dry it before the lift is compacted. Alternatively, the soil could be chemically dried by adding lime, kiln dust, or cement, provided this is allowed by responsible building department. Regardless of the method of drying, the earthwork process will be slowed dramatically. The earthwork contractor must be GEOTECH CONSULTANTS, INC. ADF Properties, LLC March 14, 2001 JN 01065 Page 4 prepared to rework areas that don't achieve proper compaction due to high moisture content. Utility trench backfill in structural areas, such as pavements, must also be dried before it can be adequately compacted. Improper compaction of backfill in utility trenches and around control structures is a common reason for pavement distress and failures. Imported granular fill will be needed wherever it is not possible to dry the on-site soils sufficiently before compaction. The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. While site clearing will expose a large area of bare soil, the erosion potential on the site is relatively low due to the gentle slope of the ground. We anticipate that a silt fence will be needed around the downslope sides of any cleared areas, specifically at the 25-foot setback for the wetlands. Rocked construction access roads should be ex1ended into the site to reduce the amount of mud carried off the property by trucks and equipment. Wherever possible, these roads should follow the alignment of planned pavements. Cut slopes and soil stockpiles should be covered with plastic during wet weather. Following rough grading, it may be necessary to mulch or hydroseed bare areas that will not be immediately covered with landscaping or an impervious surface. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may include revisions to our recommendations to accommodate site, development, and geotechnical constraints that become more evident during the review process. We recommend including this report, in its entirety, in the project contract documents. This report should also be provided to any future property owners so they will be aware of our findings and recommendations. SEISMIC CONSIDERATIONS The site is located within Seismic Zone 3, as illustrated on Figure No. 16-2 of the 1997 Uniform Building Code (UBC). In accordance with Table 16-J of the 1997 UBC, the site's soil profile within 100 feet of the ground surface is best represented by Soil Profile Type Sc (Very Dense Soil). The site soils are not susceptible to seismic liquefaction because of their dense nature. CONVENTIONAL FOUNDATIONS The proposed structure can be supported on conventional continuous and spread footings bearing on undisturbed, dense to very dense glacially consolidated, native soil, or on structural fill placed above this competent, native soil. See the section entitled GENERAL EARTHWORK AND STRUCTURAL FILL for recommendations regarding the placement and compaction of structural fill beneath structures. Adequate compaction of structural fill should be verified with frequent density testing during fill placement. Prior to placing structural fill beneath foundations, the excavation should be observed by the geotechnical engineer to document that adequate bearing soils have been exposed. We recommend that continuous and individual spread footings have minimum widths of 16 and 24 inches, respectively. Footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. Footing subgrades must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. GEOTECH CONSULTANTS. INC. ADF Properties, LLC March 14, 2001 JN 01065 Page 5 Depending on the final site grades, some overexcavation may be required below the footings to expose competent, native soil. Unless lean concrete is used to fill an overexcavated hole, the overexcavation must be at least as wide at the bottom as the sum of the depth of the overexcavation and the footing width. For example, an overexcavation extending 2 feet below the bottom of a 2-foot-wide footing must be at least 4 feet wide at the base of the excavation. If lean concrete is used, the overexcavation need only extend 6 inches beyond the edges of the footing. The following allowable bearing pressures are appropriate for footings constructed according to the above recommendations: Placed directly on competent, native, lacial till soil. Supported on structural fill placed above competent, native soil Where: (I) psf Is pounds per square fool 4,000 psf 2,000 psf A one-third increase in these design bearing pressures may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post-construction settlement of footings founded on competent, native soil, or on structural fill up to 5 feet in thickness, will be about one-half inch, with differential settlements on the order of one-half inch in a distance of 50 feet along a continuous footing with a uniform load. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: Where: (1) pcf ls pounds per cubic foot, and {Ii) passive earth pressure Is computed using the equivalent fluid density. We recommend maintaining a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above ultimate values. GEOTECH CONSULTANTS, INC. ADF Properties, LLC March 14, 2001 PERMANENT FOUNDATION AND RETAINING WALLS JN 01065 Page 6 Retaining walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: Active Earth Pressure • 35 pc! Passive Earth Pressure 350 pcf Coefficient of Friction 0.45 Soil Unit Weight 130 pc! Where: (I) pcf ls pounds per cubic foot, and (11) active and passive earth pressures are computed using the equivalent fluid pressures. • For a restrained wall that cannot deflect at least 0.002 times Its height, a uniform lateral pressure equal to 10 psf times tho height of the wall should be added to the above active equivalent fluid pressure. The values given above are to be used to design permanent foundation and retaining walls only. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining or foundation wall only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the w2!ls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners in the walls. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. If site grades do not allow the use of footing drains around the mechanics pit, its wall should be designed for hydrostatic pressure and all joints should be made waterproof. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well-compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand-operated equipment to prevent tre walls from being overloaded by the higher soil forces that occur during compaction. GEOTECH CONSULTANTS, INC. ADF Properties, LLC March 14, 2001 SLABS-ON-GRADE JN 01065 Page 7 The building floors may be constructed as slabs-on-grade atop the medium-grained sand or weathered, gravelly, silty sand, or on structural fill. The subgrade soil must be in a firm, non- yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported structural fill. All slabs-on-grade should be underlain by a capillary break or drainage layer consisting of a minimum 4-inch thickness of coarse, free-draining structural fill with a gradation similar to that discussed in PERMANENT FOUNDATION AND RETAINING WALLS. As noted by the American Concrete Institute (AC!) in Section 3.2.3 of the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below any on-grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture-sensitive equipment or products. AC! also notes that vapor retarders, such as 6-mil visqueen, are typically used. A vapor retarder is defined as a material with a permeance of less than 0.3 US perms per square foot (psf) per hour, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted. However, if no potential for vapor passage through the slab is desired, a vapor barrier should be used. A vapor barrier, as defined by AC!, is a product with a water transmission rate of 0.00 perms per square foot per hour when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. Additionally, ACI (Section 4.1.5) recommends that a minimum of 4 inches of compactible granular fill, such as crushed rock, should be placed over the vapor retarder or barrier for protection. Sand is not recommended by ACI for use as the protection layer. Isolation joints should be provided where the slabs intersect columns and walls. Control and expansion joints should also be used to control cracking from expansion and contraction. Saw cuts or preformed strip joints used to control shrinkage cracking should extend through the upper one- fourth of the slab. The spacing of control or expansion joints depends on the slab shape and the amount of steel placed in it. Reducing the water-to-cement ratio of the concrete and curing the concrete, by preventing the evaporation of free water until cement hydration occurs, will also reduce shrinkage cracking. We recommend proof-rolling slab areas with a heavy truck or a large piece of construction equipment prior to slab construction. Any soft areas encountered during proof-rolling should be excavated and replaced with select, imported structural fill. EXCAVA T/ONS AND SLOPES Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made near property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the weathered soils at the subject site would generally be classified as Type B. Therefore, temporary cut slopes greater than 4 feet in height cannot be excavated at an inclination steeper than 1: 1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut except in dense glacial till where they can be made at an inclination of 0.5:1 (H:V). ADF Properties, LLC March 14, 2001 JN 01065 Page 8 The above-recommended temporary slope inclinations are based on what has been successful at other sites with similar soil conditions. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that sand can cave suddenly and without warning. Excavation, foundation, and utility contractors should be made especially aware of this potential danger. All permanent cuts into native soil should be inclined no steeper than 2: 1 (H:V). Fill slopes should not be constructed with an inclination greater than 2:1 (H:V). DRAINAGE CONSIDERATIONS Foundation drains should be installed at the base of all footings where the slab or floor is below the outside grade. Drains should also be placed at the base of all earth-retaining walls. These drains should be surrounded by at least 6 inches of 1-inch-minus, washed rock and then wrapped in non- woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 5. For the best long-term performance, perforated PVC pipe is recommended for all subsurface drains. Underslab drainage or drainage inside the building's footprint should also be provided where (1) a crawl space will slope or be lower than the surrounding ground surface, (2) an excavation encounters significant seepage, or (3) an excavation for a huilding will be close to the expected high groundwater elevations. In general, an outlet drain is recommended for all crawl spaces to prevent a build up of any water that may bypass the footing drains. We can provide recommendations for interior drains, should they become necessary, during excavation and foundation construction. Groundwater was observed during our field work. If seepage is encountered in an excavation, it should be drained from the site by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavation and site should be graded so that surface water is directed off the site, away from the tops of slopes, and away from the 25-foot wetland setback. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to buildings should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. PAVEMENT AREAS The pavement section may be supported on competent, native soil or on structural fill compacted to a 95 percent density. Because the site soils are silty and moisture sensitive, we recommend that the pavement subgrade must be in a stable, non-yielding condition at the time of paving. Granular structural fill or geotextile fabric will likely be needed to stabilize soft, wet, or unstable areas. To GEOTECH CONSULTANTS, INC. ADF Properties, LLC March 14, 2001 JN 01065 Page 9 evaluate pavement subgrade strength, we recommend that a proof-roll be completed with a loaded dump truck immediately before paving. In most instances where unstable subgrade conditions are encountered, an additional 12 inches of granular structural fill will stabilize the subgrade, except for very soft areas where additional fill could be required. The subgrade should be evaluated by Geotech Consultants, Inc., after the site is stripped and cut to grade. Recommendations for the compaction of structural fill beneath pavements are given in the section entitled GENERAL EARTHWORK AND STRUCTURAL FILL. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. The pavement for lightly loaded traffic and parking areas should consist of 2 inches of asphalt concrete (AC) over 4 inches of crushed rock base (CRB) or 3 inches of asphalt-treated base (ATB). We recommend providing heavily loaded areas with 3 inches of AC over 6 inches of CRB or 4 inches of ATB. Heavily loaded areas are typically main driveways, dumpster sites, or areas with truck traffic. Water from planter areas and other sources should not be allowed to infiltrate into the pavement subgrade. The pavement section recommendations and guidelines presented in this report are based on our experience in the area and on what has been successful in similar situations. As with any pavements, some maintenance and repair of limited areas can be expected as the pavement ages. To provide for a design without the need for any repair would be uneconomical. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non-structural areas, such as landscape beds. Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: GEOTECH CONSULTANTS, INC. AOF Properties, LLC March 14, 2001 Use of On-Site Soil LOCATION OF PLACEMENT Beneath footings, slabs 95% or walkways Filled slopes and behind 90% retainina walls 95% for upper 12 inches of Beneath pavements subgrade; 90% below that level Where: Minimum Relative Compaction is the ratio, expressed In percentages, of the compacted dry density to the maximum dry density, as determined In accordance with ASTM Test Designation D 1557~91 (Modlfled Proctor). JN 01065 Page 10 If grading activities take place during wet weather, or when the silty, on-site soil is wet, site preparation costs may be higher because of delays due to rain and the potential need to import granular fill. The on-site soil is generally silty and therefore moisture sensitive. Grading operations will be difficult during wet weather, or when the moisture content of this soil exceeds the optimum moisture content. Moisture-sensitive soil may also be susceptible to excessive softening and "pumping" from construction equipment, or even foot traffic, when the moisture content is greater than the optimum moisture content. It may be beneficial to protect subgrades with a layer of imported sand or crushed rock to limit disturbance from traffic. Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three-quarter-inch sieve. LIM/TA TIONS The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test pits are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of ADF Properties, LLC, and its representatives, for specific application to this project and site. Our recommendations and conclusions are based on observed site materials, and selective laboratory testing and engineering GEOTECH CONSULTANTS, INC. ADF Properties, LLC March 14, 2001 JN 01065 Page 11 analyses. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. ADDITIONAL SERVICES Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. The scope of our work did not include an environmental assessment, but we can provide this service, if requested. The following plates are attached to complete this report: Plate 1 Plate 2 Plates 3 -4 Plate 5 Vicinity Map Site Exploration Plan Test Pit Logs Grain Size Analysis GEOTECH CONSULTANTS, INC. ADF Properties, LLC March 14, 2001 JN 01065 Page 12 We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. SES/JRF:rne Respectfully submitted, GEOTECH CONSULTANTS, INC. J~ Scott Stevens Geotechnical Engineer James R. Finley, P.E. Principal GEOTECH CONSULTANTS, INC. GEOTECH CONSULTANTS, INC. Job No: 01065 4409 Sunset Blvd. Renton, Washington Date: Scale: Plate: March 2001 Not to Scale PROPOSED JIFFY LUBE BUILDING MIXED USE BUILDING c, TP-4 TP-3 C, r--------------, I DETENION VALT I L----------...J ~ / /"o'-/c,,<;,,<o' ~~\,"~Q / /LEGEND:· Gj APPROXIMATE TEST PIT LOCATIONS l T ~t~ ~ CONSULTA .. "ITS, INC. GEOTECH SITE EXPLORATION PLAN 4409 Sunset Blvd. Renton, Washington , .. *==4. Job No: Date: Scale: Plate: 01065 March 2001 Nat ta Scale 2 5 10 10 15 TEST PIT 1 Description Light gray, gravelly silty SAND, (Weathered Till), fine -to medium-grained -becomes dense (Glacial Till) -groundwater seepage -becomes slightly less consolidated * Bottom of the Test Pit was terminated at 10 feet on February 28, 2001. * Groundwater seepage was observed at 7 feet during excavation. * No caving was observed during excavation. TEST PIT 2 Description Black silt SAND, TOPSOIL Reddish-brown SAND, fine-to medium-grained, moist, loose Light gray, gravelly silty SAND (Weathered Tl/I), fine-to meduim-grianed, moist, medium-dense -beomces dense (Glacial Till) * Bottom of the Test Pit was terminated at 6.0 feet on February 28, 2001. • No groundwater seepage was observed during excavation. * No caving was observed during excavation. GEOTECH CONSULTANTS, INC. TEST PIT LOGS 4409 Northeast Sunset Boulevard Renton, Washington Job No: Date: Logged by: Plate: 01065 Februa 2001 SES 5 10 15 5 10 15 TEST PIT 3 Description Black silt SAND TOPSOIL Reddish-brown SAND, with organics, fine-to medium-grained, moist, loose Light gray, gravelly silty SAND (Weathered Tiff), fine-to medium-grained, medium-dense -becomes dense ( Glacial Tiff) * Bottomof the Test Pit was terminated at 7 feet onFebruary 28, 2001. * No groundwater seepage was observed during excavation. * No caving was observed during exci.vation. TEST PIT 4 Description Reddish-brown SAND, with organics, fine-to medium-grained, moist, loose-to medium-dense Gray, gravelly silty SAND (Weathered Till), fine-to medium-dense, moist, medium-dense -becomes dense (Glacial Till) * Bottom of the Test Pit was terminated at 7 feet on Febraury 28, 2001. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. ,i.t GEOTECH --~-CONSULTANTS, INC. TEST PIT LOGS 4409 Northeast Sunset Boulevard Renton, Washington ~1 ~-~~-===~--Job No: Date: Logged by: Plate: 01065 February 2001 SES 4 Slope backfill away from foundation. Provide surface drains where necessary. Backfill (See text for ?:) requirements) \:::; Tightline Roof Drain (Do not connect to footing drain) Vapor Retarder l----------------0-r~Barrier j 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) Free-Draining Gravel (if appropriate) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage and waterproofing considerations. "--!,,if GEOTECH Yf}. CONSULTA..."ITS, INC. 1 ... ~ FOOTING DRAIN DETAIL 4409 Sunset Blvd. Job No: 01065 Renton, Washington Date: Scale: Plate: March 2001 Not to Scale GEOTECHNICAL ENGINEERING STUDY Proposed Jiffy Lube and Retail Building 4409 Northeast Sunset Boulevard Renton, Washington This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed Jiffy Lube and retail building to be located on Northeast Sunset Boulevard in Renton, Washington. We were provided with a site plan with topographical informa'.ion. Pacific Engineering Design, Inc. developed this plan, which is dated December 7, 2000. Based on this plan and conversations with the project engineer, we anticipate that the development will consist of two buildings; a retail space designed for a Jiffy Lube automotive shop, and a 3-story mixed-use building. The Jiffy Lube will be aligned with Northeast Sunset Boulevard on the northern portion of the site. The footprint of the building will be approximately 2,600 square feet with a finished floor elevation of 389.0 feet. The 3-story, mixed-use building will consist of two-stories of residential Jiving over a floor of commercial space. The footprint of the mixed-use building will be approximately 2,700 square feet with a finished floor elevation of 389.0 as well. The current grade of the site is approximately 384.0 to 386.0. We anticipate that the site may be filled to reach the proposed grades for the buildings. The plans, however, are still being developed and the proposed finish floor elevations may change. A 19-foot by 105.5-foot detention vault is proposed on the southern portion of the site north of the 25-foot wetland setback. The vault will empty into a 150-foot Jong bio-swale on the southwestern portion of the property that will empty, in turn, to an existing stream to the south of the property. The remainder of the property will be covered with an impervious layer, either concrete or asphalt. Drive access will be from Northeast Sunset Boulevard adjacent to the northern property line. A proposed joint-use driveway for the site is planned in the northeastern corner. It will also provide access to the adjacent property to the east. SITE CONDITIONS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the site. The trapezoidal site is approximately 35,300 square feet in size. The northern property border is aligned with Northeast Sunset Boulevard, while the eastern, western and southern property borders align with Anacortes Avenue Northeast, approximately 150 feet to the east. The site has approximately 185 feet of frontage along Northeast Sunset Boulevard. The site is currently undeveloped and partially covered with small vegetation and trees. There is some gravel on the northern portion of the site providing a vehicle turnaround. A stream aligned with Northeast Sunset Boulevard comes onto the southeastern corner of the property flowing to the west. The topography of the site is generally flat. The elevation drop from Northeast Sunset Boulevard to the north is approximately 4 feet and gradual. The elevation of the stream to the south is GEOTECH CONSULTANTS, INC. When recorded return 10 Charle-s N M.i\lavcy P O Bo:w. 70567 See.nle, W11Shmgton 98 I07 Document Title Personal Representative's Deed Reference Number of Related Document E1794421 1,/ZS/:zett IS 33 K NG COUNTY, u., tt siB " PAGi HI OF tt\ Grantor.; M Annette Althoff and Amla M Nordstrom, Co-executors for the Estate of Milite Althoff and Anion A Althoff, deceased Grantees M Annette AJthoff, an unmarried woman, as her separate estate an.d Amt.a M Nordstrom, an unmamed woman, as her separate estate, as Tenants rn Common Abbreviated Legal Descnphon Lot 2 of City of Renton Snor1 Plat No 345-79 Assessor's Tax/Parcel Numbers 032305-9093-04 ·,, 1 ""'~ .. ; .. 'I PERSONAL REPRESENTATIVE'S DEED ,/ 2.13 W1\D"l_C\-b THE GRANTOR, M ANNETTE ALTHOFF and ANITA M NORDSTROM, Co- Executors for the Estate of MILLIE ALTHOFF and for the Estate of ANTON A ALTHOFF, for and in cons1deratton of d1stnbutton from estate under Kmg County No 98-4-04076-6SEA and Kmg County No 99-4-00718-0SEA, convey and qmt claim to M. ANNETTE ALTHOFF, an unmarried person, as her separate estate, and ANITA M. NORDSTROM, an unmarried person, as her separate estate, as Tenants In common, the followmg described real estate, situated m the County of Kmg, State of Washmgton, together with all after acquired title of the grantor( s) therein Lot 2 of City of Renton Short Plat No 345-79, recorded under Kmg County Recordmg Number 7908179008, bemg a portion of the southwest quarter of the southwest quarter of Scct10n 3, township 23 North, Range 5 East, W M , m Kmg County, Washmgton SubJect to all easements, restncnons and reserva!lons of record Dated this __il2___ day of December, 2000 • ·.' f • ' ·~ .. ESTATE OF MJLLIE ALTHOFF EST A TE OF NTON A AL THO FF By M Annette Althoff •• , ,u;;r ~ • ._ t ..... -, L-'V, c e,-. , . z;. It 4' Lei L, -/uu:, By Anrta M ~ N.DRJ)STROM ,:,.,.,.__, Co-Executors PERSONAL REPRESENTATIVE'S DEED I SEP 2 8 2001 RECEIVED ,_, ' {' STATE OF WASHINGTON COUNTY OF Kl'NG ) ss ) On th,~ dJy ol December, 2000, before me personally appeared M ANNETTE AL THO FF and ANITA M NORDSTROM lo me known to be the md1v1duals subscnbed m and who executed the foregoing instrument as Co-Executors for the E,tatc of M1lhc Althoff and as Co-Executors for the Estate of Anton A Althoff and acknowledged that they >1gncd ,nd sealed the same as their free and voluntary act and deed for and on behalf of the Estate for the uses Jnd purposes therem ment,oned. and on oath stated that the document authonzmg the execution of this instrument hJ:-. not been revoked Given under my h,rnd and official seal the day and year last above wntten ~~.d/hd'4b Pnnted Name Patrrc1<" G E'lr1~('e/• Notary Pubhc m and for the;,tate Qf,,, Washington, restdtng at _,~-===--------- My Comm1ss1on Expires (O -/----cl.d PERSONAL REPRhlEN1 A I IVE'~ DEED -2 Ml IPACl l!SffilD '°' lfCOI!)(~-~;-·'": ~OROlL_ ••• , ............... OF !:,' PAGE .. REOUES T Or Filed for Record ot Request of !:::::::, 1"~ ·''" 19 /.'' 3 30 .),,~ __ _.., .. .,._a. R03ERI A Mc, ... c Ac-,,; .. N,m, ___________ \-:. nu .. ',IS>,Ml;IUCA tTilJI KING COUNTY 'I/ASH. Add, .......... : ... --.-~--=~~ ¥-K,i-----DErU,. City 1.nd State.,---------------------------i~ ·--------------·---------------------- Statutory w~manty Deed NIKOLAUS LQo!MER, an ulll!l.arried aan on March 19, 1955, =-=- and all times since, (or and in coruidtration of TEN AND N0/100------------------------------DOLL\RS in hand p.3.id, conveys and wananls to ANTON A. ALTHOFF and MILLIE E. ALTHOFF,._ his wife, tht roHnwinp: de5Crilx-d re3J e!.tate, :situatNi in the County of \',a.shmi,:tnn: That portion of the Southwest Townsl1ip 23 North, Range 5 East, W.M., King , Statt of t of the Southwest t of Section 3, described as follows: Beginning at the Southwest corner of said Section 3; thence South 88°39 1 04" East 965 feet to the true point of beginning of the tract herein Gescribed; thence North 0°59'25" East 470.60 feet to the South<,~sterly line of Primary State Highway No. 2, known as the Renton-Issaquah Highway; thence North 64•57'25u East, along the Southeasterly line of ._said highway, 396.40 feet to the East line of said Southwest.\; of the Southwest \; Thence South 1•12 1 00 11 West, along said East line, 646.76 feet, more o::: less, to the South line of 5aid Section 3; thence North sa•39~04" West, along said South line, 353.75 feet to the true point of beginning; LESS all coal and minerals and the right to explore for and mine the same; Situate in the County of King, State of Washington. ~' (pi', SUBJECT TO: Easement recorded ~nder Auditor's File No. 2469671; Easement and right of way recorded under Auditor's file No. 5943053; Reservations recorded under Auditor's File No. 60425. c;r1: ::c; T!\X Ll::N May .!.'.'!l-:.1~~~~-~-~.: .. rl.e:·1~1 )~ ,!f '. l. Nikolaus Lomner . 10 67 lS!\L) [,t,1,l) ANTON A ALTOFF SHORT PLAT NO J;,5-77 /-l~~TAKE.J~/ SW l4SWl4 SECTION_3_T2iN~Fl5E.W:M. RENTON KING COUNTY WA // ·oof-~ • / ,,..'::,'a..,.. ~O·O"' OESCRIPT/01{_ N .... / XE, R 5 £. W.M. King County Wastiinqfon. descn:1td os fol/o,,,,s. / oO · \~ That portion of lheS.W~ 4 of t~SW/4 of Section 3. T23N ~ 1tCAS. aE.u11111c;s usm / commencin9 at !ht .SW corner of so,d st'Cf·~,., 3; fl,e~ S 80-v?""' ~ ,,.,,. \' J9'0!'£ o/on<J the sooth line of so,d S)+: 14 of thtSW/4 for / ,,. 965.00 feel to IM true point of beginninq, thence N0-59'25' / • ~· E 454. 74 fttl lo !ht soulheoslerlJ' mor9·n of STATE HIGHWAr / ,• SR 900; thence N54•55·oo'E o'ong sa"1 soulheosterty / • ..i"{. ,,. morgin 220.J9 feet, tt,ence N 10·17·z1·E 125.85 feet-/ ~ ... /honce s1• 1z·oo'w p<1ral/el ... ,,h !he Msl line of said S.W _,.,,. •.• ~~ , i/4oltneSWf'4ond40·0feel ... esltrl/C'saideos}J,ne _,,. o·1 ~ '!J~s. o• for 598-01 Itel lo !he soulh tine of said 5 K 14 of lh~ S w , \fJ't-y.o S " ti' l/4; th4na N8s•39·or·w along sa,dlsovtr.,i/1~ 313..5.J ,~~, \ ' ./'} .. .,, •1 to IM lnM poinl of b~inning. containing 3-83 ocns. , .,. / ,,. ' '< / SURVEYORS CERTIFICATE T.'lis shorl plot coll6ctlr ~present, o sufYll!Y madl by ma or undu my direction ;n conforMII«. ACKNOWLEOGM(NT s \ ' ,..........----- \. ... / expiration dtrl~ 7-z:r-:r, APPROVALS EMilmin•d ilnd •pprov•d /his -1!£._day of~ ..,, ,,,. ~ :. (~~ (9'[),@ ::I. . . -.. ~: :: ~ - ~~1%!;~?//:::GTON S v.th,...,.. ~ ,/t,« f .... ,, ! ,,o.oo I S 11•1,·01"'! 114-~ This is lo c•rfily Iha/ on 1/i,s M... duy of ?n;;!ry ;;;i: ";:o;,~::11:":pc;~~~s;nt!d. Anton A AHoH ond Milli• E Al/off lo ,rw Jno,,,,n lo be the individuals who siq~ lb, obw• cerlificafe, and ocknowledied to r,:.'n:,'/~:r,m~t;":C!:~Jai;:;s f. t!fF WifMSS my !,and and official SHI lh~ dtry and J'#(lr first abcve wotfen. ~~ :.'% ";/::/:; ~':,~- %::Jt:; ~ CCCAIOU'! CCt![lffGIZT «a 1908/190(}8 nt.ED TO# .#CCDMJ THIS LZ:;Ar OF ~1,r, AT~Jt Ill IOOlf-1.!J_gF SIIIIYC~ AT ,,,.c...2..44..._ .IT THE 11£0'1CST OF AJIITOII .. MIO,, A/ID TN£ c,rr a, IEJtTOII JJ11ccro.1 11£,r OF T•uc ..,.., Ezamint!d and opproyed this ~day of ,b,.,.. Ab ,,~, -Mt.~~l'r~ T#AFFIC CJUI/IC~· a.~ ~1«~ 0£/IUTT C""""7 IIMlf CtJUtfTl' ASSESS OIi ASSCSSOII Ji-4-..._.,., .J..-1J.r "4'"_.L I ,.J.1..l..r~,'*.,r ~ 4 l 3 ,,.,., .. ,~u' _tlllf,.:_ --~-;..s_., -------....... , .. . . • . :1g ! 3 s11•:1,·c,·E 314.04 NOT£, IE£ ILCOLIING !Va. rr.J8Z00Sf1 FO,t 1£IT.tl(T/¥£ COJ'ENANTI OF .fHO.tT PUT 4 :!Ill.SJ :: ~ 0 : ;;\ '?\~ ' _,,,.,. 'l, \ \ 1,, I , -;a.•• .. o.co IIO I.Li > <( I 0 U) ! : WI t- a: ' ... 0 • I u .:: ct ti I• N z <( / ~ ' co "' ' al' - ')--,./ b= / t:t2~~a14-,l. l.2-J.2 >pf!~~ 24696,l i~: .f _' I'.~Po111e and Ooid1 e ?fl.jne · )1t ',.--·--: l.Q '.t.:lle .Pocitia ·ruophone aod Te.lewa.ph 1~131 ~f'rrt ot nr .1a hby gra:iit<ld \o a,;p 1 ta ~ with the rt; to ereot t<o4 ::wintatn tvo grq:stuba and two 1aucnar11 •Dh r,l'le neo win, c.nd rx .. .:.a UlOn ond to keep u :rren t'Jlom t<llle.gP'aorosa thti ceneiA ..,rep bolungia.g to rp 8!ld. au in to-. 4 f. ,· f!.l o !' SVi o ~ Seo 25 Tp 23 1J R 5 £ "· t-;~ . . .. · . ,}:{~~-:(,: , : · · ·0/(~ . > -~1:!! !:en~=·~:! !!!.!:" ,:,~:::: ~t~ = ~ ·:.11l,.~·4e~~~;'.'~ aDC1 ~a.'lora rmd w1rtt11 lihoa. tor the put·p oi:' repal.n, •n.-,p · a.l.114ya \. b t u4 TeJ: ,:;o o :al.1 be respQ!lalbl.b tor an.T d6m&et Wh nay ae unnc~eseru-11.J' ao1te -:; o 1.hc .i:m;, anove :1eai1fl- ?.:.t • .Pc,no G;;,ld1 c: •. 'e.y:o.e kO-fl ;.:.-.,, ;;o-za '.:Jl .•. ~.~··1;..y11e I.ind. Col,!1. e .::•cq1:1,e. h'lf be!' 1.n.J1arr1ald op .to1· sv 1·0.s t. t ~ n;; ~ "-32 {fil s_p-will osU) (1 J _ft I .. ----:;) / O' ,I/ ...-/ .. --- Y/h-':t 'tb•WifWl,u l)~l !DHI Bl.Tel, Renton, V11b. May Crtiek Pc.ood Control Zone D11t.• BO~ ~REEK ProJ. 770-475-65 R/ll 15 T,L. 48 ~ASEMENT 9 M T"IS INDENTURE, 111.1de tbia /<2"" da;r of Ocr,eJ,c;r-1965 S between ·IJ/~/e.us L "a:J.~SU::. i:iJ ClRANTOR-, and RXrl!l!lmlt PtoWCoR'.l'RoL ZONE DISTRICT, • created Mw,!c!piT" <::' Corporation of the St1ta of W11blngton, w,der the authority or Chepter 153, 5' Session Laws ot 1961, of the Stete of W11hlngton. 1/ITNESSETH, tbet first p1rt1, in con1lder1tlon of -c:CT~le-'-:P~P...,..,r-::,:,:c=:':.,,.-r.:c-;-,"· receipt ot which la ocl<Dowledged,,end the bene.t1ta ,&tdi will accrue to tho l•nd or Granter by the exerc1~• or the rlghta ~erel~ grentod, do hor•b:r remlae, releaae and forever grant unto t~e Grantee, it• aucceaaora and asaigria, an ~aaement and r1ght-ot-waJ tor the pu.rpoaea hereinatt~r stated to include an area v1th1n the banka or the~onatructod channel and• strip or land JO ft. in width thet 1• 15 rt. on either side of center line of lloney CreekJ on tbe tallowing doacribed property: A portion of tho s.W,t of the S.W.t lying ·,outherlJ of State Rd, #2, l••• tho Weit 965 ft, 1011 portion Northerly of line boglnning 250,18 rt. horth of the Soathvoat oerner thereof, thonee N. &7•54,55• Rast 127.08 rt. th~nce s. 05•06•00• Veat 30 feet, thence Easte-ly to point on the East line ?q2.76 rt. South or the llortheast c·orner thereof, leas C/H rig,..ts. In Sec. ), T"}J. 2,3.,N.R. 5 E.W.M. S~ld easement and right-of-~ey are for the fJllowlr.g µurpo3es: 7~e right to ~nter ~pen the stove doscribed land to construct, reconstru~t. ~~!n~ain and ~epal:r 9 drainage chenr.el and/or other flood -:ontri::i: workti, !nclud!.r.g all appurtenances thereto, together with right to tr!m, cut. !'~11 and :·er.,ove all such trees, bru5h and other 1u11t.ural orowt:l and cb.struct1ons es grs "ec9ssary tc provid~ adequate cI~arance and ~o elirn~nate ir.terf:r- e!"'.CP, wt th, 1'!' h!izards to the str.ictures. T~e con.!lderatlon above rnentlor.ed, 1.s ar.cepted a.s fi.;.il compensat1cn !:.r t~e exerc1.se of the rights above granted. To have and to hold. all and singular, tl":e 9a1d es.sement and rlg1,..,~-r.'f· way, t:igether with appllrteo.ance.!;, unto Grant~e. its . .!'...:.ccessors and a!l:,I~:r;.'1. IN WLTNESS WHEREOF the Granter_: hereunto set~ han1, the day and year above wrl tten. 3.A,E OF WASHINGTON)""' '.;PNTY OF KING ) f I ·J'r.-lij/J;~-:; ~----------- C'n ':.his daJ appeared before rne ;/,,,A:"-../c11:,.:, .Lo.-,.., 1...-. r-...- to me known to be the ~.ndlv!Jual -de~crlbeJ in dnd who e;xec..ited tF~ fc,~f'- f:Olng 1n.stru:nent, and 1c1tnvwle-dgeato mE-tl--:1,;. b/t'_ s1£'.'"l.ed th~ !!!IMP. 8~ ; ... ,,s: free and voluntar7 act an':. de~~. for the u:Je3 end p"J.rpo~e, s therein tnent lon~d. (). _...,,.11 ., , .... ~; .... ( "14,dlo,,lec~C::t:>~ ~w-: .,.,~M. :t•q"""'ol~..lCe,...t,.C"""'"".._...,,....r1 IOl[IT t~ M,:'lt~l). (c-.,u7 ,'.od'I»" rurn ft,:, !1("'"1' I ·,r f ' I ·• rt sr..rH.: .i.~, : _1pi·:y CONSTRUClJQ,', EASE.\IENT 261111., A,,,;L,. lfA"". ,•1A 16121 Tl,,,, r- Tl IIS ,\GREE:v!ENT is r.iodc 1ilis _lQ_ d:1y of Sc~t:nchcr, J 9g5 by and he1wccn Kinder, Car-: I.c::i.rninr, Center.~. Inc. a D,.;l:1warc Corporation fKi!"lda-C;ircJ, ;md ,\nton A. /\!1bnff and Millie E. Al!hoff, husband and wife (Allhoff). nackground Kinder -Ciuc i~ purchil~ing a p.w:r.:l of land, further described as Exhibit"/\"" in the County of King, City of Renton, State of \Vashini;ton from the: Allhoffs. In connecticm with their purch:isc: of the propcny, Althoff wishes to grant omd convey a Construction casement to Kinder-Ca.re under nnd accross Allhoffs property, more particul:irly dcscribi!d as Exhibit "B" au.ached hcreto.TI1c purpose of the easement is ro divert the above ground st:eam to an under!).round storm drain culvert and tc connect the newly created storm drain culvert with the existing culvert on said prc:rnisis. ~ iN CONSIDERATION of the s1ims of one do:J.:ir (.$1.00) and other bargJ.ined for M consid..::ration. anc! sUbjcct to the terms and considcralions set fonh below.Althoff hcr~by gr:ints Kinder.Care an cas.emcnt for 1hc purposes ;rnd to the ex lent provided hcn:in. lO CO THEREFORE. (he parties agree as follows: (1.) Gr:rntor Althoff hereby granis :ind conveys co Gr;.nt:c Kinder.Care, its successors and as::.i£ns, a perpetual easement, under and accross th~ 1:tnd of Grartor, more particularly d~~cribed as Exhibil "C" at(achi:d hereto. :n Gran:ce, Kinder-Care \vill bear the entire cost of construc!ing said storm c!rain culvert and connection with existing culvert on casement arcJ., a~id will hold Gnntor Althoff harmless from any and a!\ costs, e:'(pcnses, claims or do::m:inds ri:bting to, arising from or out of the conslruction of said c:as.cmer.l. (3.) Tiv.: Gruntor Althoff shall fully use and enjoy the aforcs:iid premises, inclL!dlllg the rif,ht to use the surface of SJid Construction cascm'.!r.t if such 11~c: docs not intcrfor.'.: with inS13!btion and function of s~id stomt drnln culvcrL J Iowcvcr, the Grantor Ahhoff sb!I r.·Jt rrcct buildings or pcnn,mcnt stnicturc'\ over, under or .ircrnss ,ii·~ c=-iscmcnt :Hc.1. (-!.) This Agreement ~h;1ll be hmdi11g upon :ind rn:1 with tht~ trnd .and ,;hall in!.m:= to th.:: bcneft( of and be binding tipon the owners described :ibuvc their heirs, succc~!-.nr\ Jr.r.! ,lf Scpt..::mbcr, I 9S5. A:--:TO~ A ,\LTIIOFF _,',• l.;7• C 0 / J-_ 1 / :_t0.5··:· ~ ~-~'.LUE E. AL1TIOF;: iL_!/_!6f:;. .{: ·~ ,,, ,J 7J ·. Dm-,_,., ...... t r_:i ' 1/l .... r Tl•.-l If) co ST,\TE OF \\'1\SlllNGTO:-I ) ) coc:<TY or ,:r::G J ,!,._ On 1',is _ _1.1 __ doy of Scplcmbcr, 1985, before me, the undersigned, a i',:ot:-iry P 1blic in and for the: State of \Va~hi11gt<H1, d11l;· commissioned and sworn, personally appeared ANTON A. Al.Tl !OFF ~o me known to be the individui\l <kscriht!d in and who cxt.::.:1:t~d 1hc forc:;oin~ instrc.mcnt, and nck!'\c...wlcdgcd to me that Ile signed and sealed the said instrument .lS. his f1cc and voluntary act and dr.!r.!d for .thc-;.)!,Snr and purposes therein mentioned. ··..!.. .~-·~1.'(,.,~/~e'ss my hand and official ~c:d hereto affixed the cby and yc:ir ff'.~.:-:.·.);~.-icritlcn, STA TE OF WASHINGTON ) ) COUNTY GF K'NG ) ·c in and for the St:ilo:.! of \YJshington, residing at -!-- On this 1.'7 day oi September, 1985, before n,c, the undcrsif;ncd, a r.ot.iry Public in ;ind for the State. of \V;i.shington, duly commissionctl and sworn, personally appc,,rcd tv!ILUE E. ,\LTI IOf'F to r,:~ known 10 be tbt i1a~i·:ic!;1;d d:scrib:::d in :-in who executed the fo;cgoing i;1sT'h:mcnl, and ~c~:r:ow!:.::J~,c:! •o me th:ll sht: sign..:d :1.n<l sc;i.icd the s:1id in:-trunmi.::n: ;i.s her i:'i..::!,; ;1:u.\ YOluntary ict ,!:1,l cl~·:,'. for the uses anci pi1rpo-;,.;s thcr .:i1: mc:1tioncd. lO co sr,, TE or-\',AW~!, (h O'{/f£.tn e IJ.1/ COUNTY OF / ) ) ) '. . ! ( c'{C/3E..i On this ,i{jl.J..r __ day of ~. 1985, before me, the und:rsisncd, 3 commissioned to me known corporation which executed tht: foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein ~,cntioncd, and on oath statej that loi>c/hc is authorized to execute the said instrument. WITNESS my hand and officio! seal hcrrcto affixed the day and year first above written. -\ I , C ~ i '. ' . ,-:-~' "/ ... ,.·, ~cfl/!JLe-L Notary Public in and for the State of¥· I · 4 1, residing at lt&A1'jm,+ EXHJIJIT " A" 1-egal description of propt.:rty being purchJscd hy Kinder-C.:rr:: Lo, 3 of City of Renton short Plat Nun:bcr ]45-79, as recorded under recording number 7908179008, records of King County, '>Vashington. lO ro EX!IIOIT "B" Legal tlcscription of Althoff propeny Lot 2 of City of Renton short Plat Number 345-79, as recorded under recording number 7908179008, records of King County, Washington. >-~ .,, r-co '<:" (") I.O co EX!I!IJIT "C" Legal description for construc:ion casement The cast 80 feet of the south 30 feet of lot 2 of City of Renton Short Plat no. 345-79, as recorded under recording no. 7908179008. !/!)/}, /)z,, ~ It ---. ------------- I ' 0 .~ "' .... UECL,\RATWN ~'.i"' IU:.STRICTIVE 1'U'..ENANT~, ------ M1.;,11.e & F.ntor. Alth,,!~ ~hart Pli\t 34 :>-7~ WIIEJ-;.E;..:;;, ,\nton A.. ,;\lthoff .i:1d his wife Millie L ,'\lti-.lff, .J.re th1..• c,1,mcc-s <..~t :t.,, t'ollow1.n9 rc.il property in the L1ty of Renton, County of K1n',l, State of W.:i:;:nl:-1gtor1, T:1.1t ,: ortion of t!-,e southwest 1/4 of the scuthwest 1/4 ,,f Section J, TvwnsJ-,q, ~J North, Range 5 ~st, w.:L K1:ig County Washington, described as follow:-.: corun~nci:'lg at the soutt1we~t corner of said scct1,::in 3; thence south 88" 39'0!" east alonq the sout.h line of said southwest 1/4 of the southwest. 1/4 fer ·.h.::,S.O·J !e;t to the true po1nt of beginning; thence r.orth 0•59•25" east 4~-4. 14 ~ct:?t t.0 the southeasterly margin of STATE HIGHWAY SR90C; thence north 64° SG'OO" e.L"it along said southe,eo.sterly margin 2:?0.39 fe"!t.; thience :1ort.h 70.17'21" ea~t 12S.BS feP.t; thence soutn 1• 12 1 00" -west parallel -with the ea~t line of said sout.!1:,,,.e!.t 1/4 of the south-west 1/4 and 40.0 feet westerly of said east li110::: for 598.01 feet to t.h!! sout.h line of said south...,est 1,·4 of the southw~st 1,'4; thence nortl: 88.39'01" west along said south line 313.53 feet to the trut!' po.0.:1.-.. cf beginning. Ccntaininq 3.83 acres. "':--:~.~-=-,.,_:-,, t!".e owners of :;.-,. i<l Cescr ib~ prop~J.·ty, here in.Jfter "!.ht" pru~erty," .;-=..,,,r'-' t') ~:-:ro!'-~ the followir:.g r~str1ctiVt!' covenants r•mn1r.g w.Ltn the l.ir.tl .Js t..•.) ".J-;L-, ..=r.~se:::. 3:-• ..: ~:..;-:.u!""e, of the property; :-f!;".RD'.:JRE, the af..:ires.11d o-.. n'!rs and pure.ha.sen:: ht.reby es~<!'blisn, qr.:1.~t .,:-. ..: i:-::1,:,..,,i! r<="»1:.r1ct1or~:; a:i.d i:.:0·1e:1ants runnl!,3 Yith tl1e-l~:id as 1:0 t.;1~ '.JS!' ~f t:10::: .J.:~,: :-.·.'!':'J .l:.:-· ·! ::!e.;..:ribed w·ith respect to ,::he use bt the un..!•2r::>lg:-:ed, tneir ~..:.:-_--!~'.·-.,•··· h~irs a:-• ..: a::;si-;:-.s, as follow::.: 3-l5-i3, .:;.t;· of Renton, which shall co:-.sist o! 12.5 feet an each lor. bet;.,·ecn :.c:-::~ l and : t6 ~h,2 west, and er.tirely or. Lot. } between Lots l -,,.d J tc. the scur.:-t. :1...:::h r.a:.·.::·.l.! ·:egr!;tation as possible s:'lall be includo;d in t~·-· f!t..·:r. ::--.:s~ -::-::.:.·.··::-.1::t.:, shall run with the lar.d and e'(pire on CiP.cember U, LJ25. If ":""':" :··-(. :a:S~~l~.Jt1on of the propertt occurs which creates cor;,u.1hlc zo:- :;:,.2rta1ning to tn,"? la.ndscap;.ng buff~r sr:al~ t-.:~r:"'ii'"ldtP. w1t:o;: · . .1: 1--r0eedures i~ the S1Jper1or Court ot Kirq :ount/ rr.a1 l:..c 1nst1·,,:.·--·: .':":..i' of Renton or a:.; i.-ro;:,•::-ty o-..,ners adJC.:.:11r."_7 '.>u:.,:';'.'..:· pr0;,r:r·./ 1.~f·:sto2d by any -\':(_,1,._,·_~·.,;. or t.reach of tl:~:;,._. ::-,?::;t_,1-·~1'.'l· ·:av·~;:..i · • .-:";a:n th!!!-court r'.:ctP.r:r:1nt·s are in error ,i:;c.! :.,:,,l l ::..,,: eratv? •.·J 1 ; Jen Jct.ion. i}.a,_I;,;,-, .:.-: .. s't_.Lt~r:.'.(!. ,,:·..,..· 1 -1_;,,:,:c, ,? , //ic:c,.~ . ..c::;:, S7,\1'E o~· W,\5H1N...:;Tcr.n CC'LINTY Of KING 19 -i'!'·, l~fore ~e persona:ly lf) apfe.u~ ,\nton A. Althoff and .l.1.ill1e I::. Althoff, t: e p~rsons -who execut:ed the -within 8 and t"creqoing 1nst~urnen-:., .lnd ackno,..•l.:d.9ed .:;,,id i:-,.::,tru:. r'Jt to oe the free and voluntary ~ act and de,>d of said persons for the u.scs and purFc ,. ·.hereir. ment10ned. C a--r-I!'. WI7~ESS ft'HEP..EOF, I have here•.mto set my hand and a~fixed my offi.::ial seal the day a,.d yed:=-:"1.rs-:. above ~-r1tter .. J,J-_;_ 1::. / ',, ., C •' , ~ ';;:', ~i ·' r mm rOR ntCORD AT Riiiuf.3i OF omcr ~ m 'tTIT ctm: aoooN MUNICIPAL BlDG. 200 Mill AYE. SO. l!llnll, WA !lOOS5 J;EU• r C J:~SH~.l OF.CLARA TION OF REST( ICTIVE COVENANTS :--.1_11! "'t 1 t:"'. 0(1 ~':, It:) •• i!t ~', ... co \ 0 • ~ ,) ~ WHEREAS, ANTON ALTHOFF is the ownetotth~' following rnal proporty in the City of ~ CO Reriton, County of King, State of Washington, de;cribed as Exhibit 'A• attached hereto. WHEREAS, the owner(s) of said described property desire to impose the following restricti,•e covenants running with the land as to use. present and future, of tho above desc:ribod real property. NOW, THEREFORE, the aforesaid owner{s} hereby establish, grant and impose restrictions and covenants running with the land hereinabove described with respect to the use by the undersigned, their successors, heirs, and assigns as follows: RECLASSIFICATION AND USE OF F:XISTING HOMF:S I. Zoning of the subject site will revert from 0-P back to R-3 if specific development plans In the form of a building permit application, or other land use permit rapresenting an intention to utilize the 0-P zoning, such as an application for site plan review or conditional use permit, is not submitted within two (2) years of final approval of this zoning action. 2. The existing homes on the subject site are not to be utilized for acy commercial endeavor. Theso covenants shall run with the land and ixpire on December 31. 2025. lf at any time Improvements are installed pursuant to these covenants. the portion cf the covenants pertaining to the specific installed improvements as required by the Ordinances of the City of Renton shall terminate without necessity of further documentation. Any violation or breach of these restrictive covenants may be enforced by proper legal procedures in Lhe Superior Court of King County by either the City of Renton or any property owners adjoining subject property who are adversely affected by said breach. X !?11 /;;,,,,, ()pd# ANTON ALTHOFF ST A TE OF WASHINGTON County of KING ) ss. ~ 1986 On this 2 2.._day of ~·:---") ---t'fflr. before me personally appeared the person(s) who executed the within and foliegolng-1115trument, and acknowledged said Instrument to be the free and voluntary act and deed of said person(s) for the uses and purposes therein mentioned. IN WITN~SS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Pub · In and for the Stale of Washington. residing at • Q_·, k"'~s.·~-.-..,. 1 l--' A ·' ,..J 0 w er: EXHIBIT "A" ANTON ALTHOFF REZONE (R-092-85) Lot 2 of Renton Short Plat No. 345-79 as re=rded under Kinq County Auditor's fi J e onr:t;er 790817900B situate i o the Snuth\:;..,:i.st mnrtnr rif S:i=ctinn 3, 'n:M'"r.ship 23, Range 5 East, W.M. 1 King County, washlngton. ~-,.~-------------------------------- 9. \U.}{R.\\TY OEEO K..\ti;\ ILL\/~ •. \ }f': .1.lit.S£ PRESJ::..\'T..;, T·,,..: :1 .. : tir•Jrllv~s • .\1'11TU"' ~ • .=.iL.rHOFr MILLIE. l • .-,LtHOrF, "li1, 111if1:, iu:-oJnci :11 (,ms r1c;i..:1vr1 •JJ tl,e :,u,n of• .. --TEN AhO NC/100 • • --iSIO, JO) -:1,: •n<1 other v,.-~!>le consider•tlon, lll'Tt'by 1.·rn,n~ 11r,J t,:~r;·,.n,1 [v tli~ STAH. •H \\' •··hl~,,.ro~. rhe .iudr,,,.:". ,:red ln King C,,;.,.11:", w rlic S:11:r ,r \-\'r ... ,,; •!:ii,· t.l'Lt'11: i:ui:l . ..1uqx,::;I! ::.i.~ ij tlte r1ghrs herem gru11t1:(i 1, .• i .,1.:nt t;cr4u1r,..d 1nu11.·r f:·:.,:il'11: !J11n,.~n, ;,.:"•,:, • 11t: Srl.!t' ,.,j Wu..~1111.gtvrl: Ail ttwlt pvrtion of the follo.ing de1,ribed Pi1rcel 11A11 lying north~st,erly of the follo'"'- ing described llM: :Jeginning at• point 45 feet southfo•sterly and opposite tiighway Engineer'!i Sta~ion 163-Ui..: "'hc'l me•sured at rh1ht angles from the c.enter 11ne survey of SR 900, 116th A"Ye, S.E. :o lJat~ Ave. S.E.; th~nu nortneasterly pandlel "°'Ith 1o1ld cente-r !!ne to a point o~~o:.,':.( High_.y Engineer's. Station 166•75; thence northeasterly In• s1raight lirie to a point 60 feet southe•sterJy •nd opposite High"9.ay Englnieer..'s Sti11tlon 168+35 "-hen rneas\Jred .:.t rlght,,enQles from uild c.enter line; thence northe.aS'ter1y pari1llel with said center 1 ir.t: to a point opposite High~y Engineer's Station 172+,10·11nd the end of this I i"le desrri;:nion, PARCEL 11A": . That r,ortion of t!"'le South~st i; of the SoutJ-,iw.est 1t' of Section:,, fuftnship 2.J ~Orth, Fl.a~ge 5 East, W.11., desr:.rlb<ed ~s folJo..,s: B~ginning at the South~$l corner c,f uid ::,,ectlon 3; thence Sout"' joa39 10411 Last 965 feet to th.t true point !>f be9innL,9 of the tract herein des.:rioe!d; the11ce North J 0 59'2y l:ast 470.60 feet to the Southeasterly line of Primary St•t~ H1ghw-av No~ 2, ',.;,no ... n as the Renton•lSS.!:qu.ah Highwoaiy; thence North 6L+.57'2511 East, alon,g the SouthedSterly i1'"le of said nigh-av, 396.40 feet to the East line of said South-.::st :& of the South...es.!. :;; thence South 1•:2 1 0011 \lest, along said Ea~t I loe, 646.76 feet, i.lOre or l1;>ss, to the Sc, ... !,'l iine of said Section 3; thence Nortn 88.39'01'' IJ~st, along said South line, 353.7; f~e: to the true point of be::glnning; !.E~S ail I c.oal and minerals and the rigt-:t to explore fo'r and mine t:1e sa~. Si twte in rhe County of King, State of Washington. The grantorf herein reserve the right to remove the ..eaves on the i~,'4)rove"'-!nt frorr, th~ l,u,os. h~reln conveyed, assuming all tiabilit·1 to persons and/or property connected ..,i:.h sai,:1 remo.·,-1, at any tl~ until 1'8bru.ta;[ 121 1972 .; however, on S.iiid date, th4: eav~s. of s•fd Improvement yet rem11lr.ln9, or part1a11y remaining on said land, shal 1 ':lecome t!"\e propert·y of .. iM State of Wllshington and al I rl9hts,;3!.;.the grantors to said eaves on tne hr~rovtfllents sh.11 I then, cei11se and terrnln.1te. It 1s_p1nderstood and agreed that tht-St.ate of Wllshin9ton 1 its authorized agents or assigns, sMJ1 twive the righ:. to enter upon tn~ rc~lnln9 abutting 1.iods of the granters, his h,eJ,-s, succes~on or assigns • .,..here :1t-ce:.S·H ... to acc~I ish the removal of the eaves from said lff1)rovelM'nt. It Is understood and agreed th.lit the Sloite of 1.•uhlngton will reconstruct tht-e,..is.tins rr,.ld approach~s on tne Southerly side of s-ild hlghhly at or near High~y Engineer's Stations 161++78, 16S•25 anJ 165-+95, and constn.1ct a curb c..it only at or near Hish~y Engineer's Station 163+2S, "-hich approaches aa,.d Curo cut shall t>e ,r.aintained between ~"':t. right of ....ay 1 ine and the shout de;-l in,e of sa.id hlgh._.y by the gl".lntors, ~heir nei r:-., suc.,:essors or assigns. The gra.nt>?rs herein further grant to the St~te -:.f Washington, .:ir its agents, the r i gii t to enter upon the g ran to;· 1 s rema I ni ng j .?nds ...,:,ert: 'le.;;.es<;ary to c~n- s truc t said a,pproache~ and curb cut. It is h -cher understood and .agrel!:C th.at the State of W..shln<Jton ...,,j 11 constr1Jct a Stariu,a,:-v 3-ea,11 Gu.srd R.i I, Typ,e I (C-2) on the-t>ack. sick-of the sidehollk a:1d :>eing loc..ateo at or r.ear and bet~e-n Hi~tn-4y Engineer's Stations '64+85 •nd High.,.,.y E:igi.,cer·s .;,tat ion !E:,5~e, .. , e:xcept at or near l-ii9hw.11 En9IMer 1 s Station 165+2) • break !tfWl I e>e ~de 1n s•id S.!,rn,_;t.'I;..: S,e4:,, Gwrd Rai I for the purpose cA r~c.1Jrutruc!.in9 the: eAiSt1ng drivc..,.y a:. tMt lo<.at ior·. rhoe gr•ntors heiirin further 9r•nt to the State of W.:i,hington, 0r it!. ag<:nts tne r';nt :v enter upon t:1e grd.--::.or'~ re, ... ini:v~ idnds where r-.ece1si1ry to acco..~iisn \d;c; ccr.$tri....:~•c..,~. Tr'lt lan.01 hc:-~in cor,..ieyed contain ,lln a:-ora of 7,322 square ft~t. -ort:: o:;r les.s., tnc • .. ,t:... ·Jt:t•i 1 !t ::.o."l(.err,1n1:, .tl I of ...tlicn &re to~ iounJ 'ltithln t"-al c~r:..1r:-, ·.&~ .:,f -:efl:,; '.( ,..:i-.:.· rt·c.,r...: .,.,._; I: I~ in :n~ :.,Hi::.(' ?f tnt' ~irector c,~ ~1·_;~,-~ ,.It Cl..--,1,,.,,._ (...nc-of "';.iprov,1,l J~·i,(: I;', l;J6',, rf:'~i-..c..; ~--c-,~r I], 1~70, .. ,),.;: · .. •,: .er.:11:~ : d 1.0 ii)() .. .,, ~,r;oc:.;~.: ., vo:1,nt" .. _,. ,,,,,.,_., ?i.,,:i.. p.t9c 111, ·;-,<" • .... irv.,ri ... :e \~c.<: ,..: , .. •,;,,. uno.r1l9nel.l .,"!"tr..rc: \c~ .,1,~i:,i:.: un_r.bit"W::!7 i2 1 1972 , .. o-;,~ • 1,C Jo_fL ',cl',, :Ji!L._ ·,·. :,--.,: ..... ,c . -~,-~::, :;: '·t·r,·i...: ;.,:-,n ..,..:: ;_ ....... ,., R: ;:.: ,, Wtiy -ig<'~: 121.11 • . .,: ;1.. :, . .-:ir,.,.· ·,r,·· ,;_, .'-': .• :,· r,.' ",t."...:·· ,,.;, ,; ~·i':~·.i ,:1.J. r..:ps-,r y ,"l":i U..t!L' _/--IL-:. 7.J_ ST . .'..TE O:" \\",.;SHI:;GTo:; 1,1r;,,\P.T:_,;,,.t~l\z ll}~;;~ ;:;--0~ ,";/,, .. ,, ./ 1 / .,r.:·,:-~t,.;.'. J{l-..;". ·1 .... :.::-· ST\ n: ,,r \\" Asm~r.rox. 1 } ~~- ('ctJ)l!;; of~ J I. the undersigned, u r.utary pt.bl:~ in and for rhe Siu~e ,_-._: Wo.,;ll!nr;ron. hen:hy C'rrti.fy ,h,.;: o;,. !Ins 12-tA ... day of October, 1971 perscn.ally nppeart'd hefore me ~ J. .lltboU Cid lllllh. &. .llt.hott 5T.s.n: ,:-,r \V!o.sm:-,:-cyos. r,;unty o.f Un rhis daJ of and and of !he c::rrporation that l"XCCHted the foregoing insrr:ll"!'rn:. ,;n{! noi:-:1ou·l~dged ~aid mstrument 10 1-;e the _iTre c:nd rotunrary act. arid deed oj ~<1id corporatio11, for,;,.-;-:1.-:e::. 1rn.:i 1)t..rposr.~ :,,erein rw:n:.,,r:e'!. c:nd ~ on oorh slated that .. ~ ,.Jji.xed 1.~ the t'orporace sea: of said corporation. ~...; (;n·er:-..,,unrle-r my h(/nd rind nfficinl .~eal rhe da:1 r:r::/ :,r'·:~ h : r.1:·" r 1n:::c., t ? ~ ii -:d ~.- ~ :::. < < C :. .. :.. .. ;· r C ,,,. .. ,, ... \, S·,.•, · ~ t•. c: • r- i ICAGO TITLE INSURANCE COMPA. 1800 COLUHBIA C'ENTBR, 701 5TH II.VB .SBATI'LB, WA 981D4 SHORT PIAT CERTIFICATE Certificate for Filing Proposed Short Plat SECOND COMMITMENT OrderNo.: 486132 In the matter of the short plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of KING County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in said KING County, to-wit: SEE SCHEDULE A (NEXT PAGE) VESTED IN: M. ANNETTE ALTHOFF, AN UNMARRIED PERSON, AS HER SEPARATE ESTATE, AND ANITA M. NORDSTROM, AN UNMARRIED PERSON, AS HER SEPARATE ESTATE, AS TENANTS IN COMMON. EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200.00 TAX: $ 17.20 Records examined to june 8, 2001 at 8:00 A.M. By CHICAGO "JTILE INSURANCE COMPAJ,;y ~ .7/-~ MIKE HARRIS/KEITH EISENBREY Title Officer (206) 628-5623 SHPI.ATA/12-5-90/EK [CAGO TITLE INSURANCE COMPA. SHORT PIAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION Order No.: 486132 LOT 2, CITY OF RENTON SHORT PLAT NUMBER 345-79, RECORDED UNDER RECORDING NUMBER 7908179008, SAID SHORT PLAT BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON CIIICAGO lTILE INSURANCE COMPANY CHICAGO TITLE INSURANCE COMPANY Order No.: 486132 SHORT PI.AT CERTIFICATE SCHEDULEB This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. General taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, clai~, or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). SHPlATB/031694/soc CHICAGO TifLE INSURANCE COMPANY CAGO TITLE INSURANCE COMP.Ai SHORT PLAT CERTIFICATE SCHEDULEB (Continued) EXCEPTIONS OrderNo.: 486132 A 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY TELEPHONE LINE APPURTENANCES AN UNDISCLOSED PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 3 JUNE 14, 1928 2469671 • 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: MAY CREEK FLOOD CONTROL ZONE DISTRICT CONSTRUCT, RECONSTRUCT, MAINTAIN AND REPAIR A DRAINAGE CHANNEL AND/OR OTHER FLOOD CONTROL WORKS A SOUTHERLY PORTION OF SAID PREMISES AND OTHER PROPERTY OCTOBER 20, 1965 @3 H THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. c 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFJ;;.ECTED: RECORDED: RECORDING NUMBER: KINDER·CARE LEARNING CENTERS, INC., A DELAWARE CORPORATION CONSTRUCTION OF A STORM DRAIN CULVERT AND CONNECTION WITH EXISTING CULVERT THE EAST 80 FEET OF THE SOUTH 30 FEET OF SAID PREMISES NOVEMBER 13, 1985 ~ E 4. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR CHICAGO TITLE INSURANCE COMPANY CAGO TITLE INSURANCE COMPA. SHORT PLAT CERTIFICATE SCHEDULEB (Continued) EXCEPTIONS Order No.: 486132 THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 60425 r 5. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN INSTRUMENT: RECORDED: AUGUST 20, 1979 RECORDING NUMBER: CL~ o REGARDING: LANDSCAPE BUFFERS I 6. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: RECORDING NUMBER: FEBRUARY 6, 1986 (8G02060815_:::::, J REGARDING: RECLASSIFICATION AND USE OF EXISTING HOMES x 7. TERMS AND CONDITIONS SET FORTH IN THE WARRANTY DEED TO THE STATE OF WASHINGTON, DATED OCTOBER 12, 1971 AND RECORDED JANUARY 27, 1972 UNDER RECORDING NUMBER 7201270090. L 8. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER l OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY COJ:.E: ASSESSED VALUE-LAND: ASSESSED VALUE-IMPROVEMENTS: GENERAL & SPECIAL TAXES: 2001 032305-9093-04 2100 $ 266,000.00 $ 2,500.00 BILLED: $ 3,220.90 PAID: $ 1,610.45 UNPAID: $ 1,610.45 H 9. LEASE AND THE TERMS AND CONDITIONS THEREOF: LESSOR: ANTON A. AND MILLIE E. ALTOFF SHPlATBJ/12-12-90/EK CHICAGO TIILE INSURANCE COMPANY LESSEE: FOR A TERM OF: RECORDED: RECORDING NUMBER: N NOTE NUMBER: 1 ICAGO TITLE INSURANCE COMP A SHORT PLAT CERTIFICATE SCHEDULEB ( Continued) EXCEPTIONS DALE AND NANCY FONK Order No.: 486132 10 YEARS, FROM JANUARY 1, 1997 TO DECEMBER 31, 2006 JANUARY 10, 1997 9701100543 THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF R.C.W. 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: LOT 2, C/RENTON SPN 345-79, 7908179008. END OF SCHEDULE B SHPLATBJ/12·12-90/EK CHICAGO TITLE INSURANCE COMPANY IQ\ ClllCAGO TITLE .tNSURANCE COMPANY ~ 1800 COI.IMB!A CENTER, 701 5TH AVE, SEATTLE, IIASHINGTOII 98104 IMPORTANT: Thia ia not a Survey. It ia furnished u a convemcncc to locate the land indicated hereon with reference to streets and other land. No liability ia assumed by reason of reliance hereon . ' ,, - ,,,c1 1•~' ,,.,. I f) 1 ® .,o ,, .. ,•·@> ~ REN SP 34~-79 -7908179008 ,.4 ., ••o ~ . ., •. , .,,,r ,,.,. i J \ ,., ~ ~~:::.~. i I;. o•"'· t ··~ t -~ .. J/,f.04. I I' ... ~. LOT 4 ... ~ i .!!' ••• fo G2 ., ... ,., Gil N. ' ~ :.cl MAP Printed: 09-28-2001 Payment Made: ITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA01-134 Receipt Number: 03Al3:>3H 1aoz e z d3S NOlN31ci cJO A.110 DNINNVld lN3V'ld013J\30 R0105702 Total Payment: 09/28/2001 03:50 PM 1,555.08 Payee: ADF PROPERTIES LLC Current Payment Made to the Following Items: Trans Account Code Description .Amount 5010 000.345.81.00.0007 Environmental Review 5020 000.345.81.00.0017 Site Plan Approval 5955 000.05.519.90.42.l Postage Payments made for this receipt Trans Method Description Amount Payment Check 10064 1,555.08 Account Balances 1,000.00 500.00 55.08 Trans Account Code Description Balance Due 3021 5006 5007 5008 5009 5010 5011 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5036 5909 5941 5954 5955 5998 303.000.00.345.85 000.345.81.00.0002 000.345.81.00.0003 000.345.81.00.0004 000.345.81.00.0006 000.345.81.00.0007 000.345.81.00.0008 000.345.81.00.0009 000.345.81.00.0010 000.345.81.00.0011 000.345.81.00.0012 000.345.81.00.0013 000.345.81.00.0014 000.345.81.00.0015 000.345.81.00.0016 000.345.81.00.0017 000.345.81.00.0018 000.345.81.00.0019 0 000.345.81.00.0024 000.345.81.00.0005 000.341.60.00.0024 000.341.50.00.0000 604.237.00.00.0000 000.05.519.90.42.l 000.231.70.00.0000 Park Mitigation Fee Annexation Fees Appeals/Waivers Binding Site/Short Plat Conditional Use Fees Environmental Review Prelim/Tentative Plat Final Plat PUD Grading & Filling Fees Lot Line Adjustment Mobile Home Parks Rezone Routine Vegetation Mgmt Shoreline Subst Dev Site Plan Approval Special Pe~mit Fees Variance Fees Conditional Approval Fee Comprehensive Plan Amend Booklets/EIS/Copies Maps (Taxable) Special Deposits Postage Tax .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00