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LUA99-169
............................................ • CITY OF RENTON DEVEL-..•:—.••••••••bitv MENT SERVICES DIV[SION within 300 feet of the subject site PROJECT NAME: 514t)f61/41/4-RD 5 APPLICATION - APPLICATION NO: LDA I 9 • 1(499, S 1A,-;;P\ rc The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER -•• • • - :4 C '• O., ‘)/.1 • ta, 0 ,• (Attach additional sheets, if necessary) • (Continued) NAME ADDRESS • ASSESSOR PARCEL NUMBER �pGi-Ff �pApplicant Certification I, a 4�1� S P , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: D. City of Renton Technical Services Records % Title Company Records 0 King County Assessors Records Signed Date l 2! 99 - = (Applicant) aem J _ = NOTARY ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the State of Washington, residing at / N on the day of D6P2_ , 19 9� . Signed •�►�� otary Public) :.;;:.;:.;:.: »: o .:C o Men. o :Use.>::>::;: <.: :::::..::>::>::; : ::<::::<. ; ;;:.::.;;:.;:.;�.; «<: :.::.:..:...:..::.:.::.:::::.F r Ity f.R nt n • . ':''CERTI.G T��ON<:O'•. MAILI.G > i >>> > ` > �<> • > < ` >::...> if' h` notices<of<<::;e: ro o ed'a:::> :I'e f o.. w` 'e`rr. ed'fo';>:'` :. , ,:: .>:;...:.::Y.;>::>::�:: :.:::.:.:.::<nth.::..P.::::P:::5: :.:;:..PP4>.... > ;:>:;.;�.;. :.:::.:��>:;,:.:. �. ..;;:.... m > >:> <: > :':>`ate::::::;:::::>'> <'::> << ><:< <><>`> :NO.TARY::<;:` <:`: .... < '<' '< <:<>><'<<<: > i: ` > >S "`s'rbetland'swor S`afe of`SNasf "''`for e n ATTES:Tub:.:�:?::;:.::.:: . .:.::::::;:;:.: t ::.::..:: ::::�9:..;.:r.::::.:::::.;.g a. . listprop.doc REV 07/98 2 . * MetroScan / King * .,Owner :City Of Renton Parcel # :192305 9016 00 Site :*No Site Address* Renton Sale Date :08/10/1995 ' Mail :200 Mill Ave S Renton Wa 98055 Sale Price :$78, 000 Use :901 Vacant,Residential . Asd.V :$165, 000 :,gl :STR 192305 TAXLOT 16 W 1/2 OF SW Q:SE S:19 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:19.39 YB: Ph: * MetroScan / King * Owner :Bit Holdings Twenty-Two Inc Parcel # :219310 0010 09 Site :300 SW 27Th St Renton 98055 Sale Date :05/29/1997 Mail :444 Market St #2100 San Francisco Ca 94111 Sale Price :$22, 000, 000 Use :506 Ind,Warehouse,100K+ Sqft Asd.V :$21,133,300 Lgl :LOT 1 THRU 8 EAST VALLEY COMMERCE Q:NW S:30 T:23N R:05E Bedrm: Bth F3H: / / Stories:1 BldgSF:479,100 Ac:22.38 YB:1996 Ph: * MetroScan / King * Owner :Bit Holdings Twenty-Two Inc Parcel # :219310 0100 00 Site :2600 Lind Ave Renton Sale Date :05/29/1997 Mail :444 Market St #2100 San Francisco Ca 94111 Sale Price :$57, 000 Use :932 Vacant,Industrial,l To 5 Acres Asd.V :$64, 000 Lgl :LOT PARCEL 10 EAST VALLEY COMMERCE Q:NW S:30 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:9.15 YB: Ph: * MetroScan / King * Owner :Texaco Trading & Transport Parcel # :302305 9083 03 Site :2250 Lind Ave SW Renton 98055 Sale Date . Mail :PO Box 5568 Denver Co 80217 Sale Price . Use :622 Ind,Utilities,Public,Garage/Electri Asd.V . Lgl :STR 302305 TAXLOT 83 N 70 FT OF NE Q:NW S:30 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:1.96 YB: Ph: * MetroScan / King * Owner :Texaco Trading & Transport Parcel # :302305 9101 01 Site :2200 E Valley Rd Renton 98055 Sale Date . Mail :PO Box 5568 Denver Co 80217 Sale Price . Use :622 Ind,Utilities,Public,Garage/Electri Asd.V . Lgl :STR 302305 TAXLOT 101 N 100 FT OF Q:NE S:30 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac: .15 YB: Ph: * MetroScan / King * Owner :Strada Da Valle Gen Ptnrship Parcel # :302305 9103 09 Site :2350 E Valley Rd Renton 98055 Sale Date :08/10/1990 Mail :9125 10Th Ave S Seattle Wa 98108 Sale Price . Use :264 Off,l-3 Story,50K+ Sqft Asd.V :$3, 005, 900 Lgl :STR 302305 TAXLOT 103 POR NW 1/4 Q:NE S:30 T:23N R:05E Bedrm: Bth F3H: / / Stories:1 BldgSF:10,405 Ac:5.61 YB:1991 Ph: * MetroScan / King * Owner :Strada Da Valle Gen Ptnrship Parcel # :302305 9103 09 Site :2350 E Valley Rd Renton 98055 Sale Date :08/10/1990 Mail :9125 10Th Ave S Seattle Wa 98108 Sale Price . Use :264 Off,l-3 Story,50K+ Sqft Asd.V :$3, 005,900 Lgl :STR 302305 TAXLOT 103 POR NW 1/4 Q:NE S:30 T:23N R:05E Bedrm: Bth F3H: / / Stories:1 BldgSF:15,715 Ac:5.61 YB:1991 Ph: * MetroScan / King * Owner :Strada Da Valle Gen Ptnrship Parcel # :302305 9103 09 Site :2350 E Valley Rd Renton 98055 Sale Date :08/10/1990 Mail :9125 10Th Ave S Seattle Wa 98108 Sale Price . Use :264 Off,l-3 Story,50K+ Sqft Asd.V :$3, 005,900 Lgl :STR 302305 TAXLOT 103 POR NW 1/4 Q:NE S:30 T:23N R:05E Bedrm: Bth F3H: / / Stories:1 BldgSF:28,065 Ac:5.61 YB:1991 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. • * , y, MetroScan / King * ,Owner :621 Company Parcel # :334040 0285 01 Site :300 S 160Th St Seattle Sale Date :02/18/1998 ' Mail :300 S 160Th St Wa Sale Price . Use :934 Vacant, Industria1,10 To 20 Acres Asd.V :$1, 037,400 :_gl :BLK 3 & LOT 1 THRU 28 HILLMANS Q:SW S:19 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:12.37 YB: Ph: * MetroScan / King Owner :City Of Renton Parcel # :334040 0585 08 Site :1901 E Valley Rd Renton 98055 Sale Date :07/09/1997 Mail :200 Mill Ave S Renton Wa 98055 Sale Price . Use :924 Vacant,Commercial,l0 To 20 Acres Asd.V :$76, 700 Lgl :BLK 5-6 LOT 1 THRU 32 HILLMANS Q:SW S:19 T:23N R:05E Bedrm: Bth F3H: / / Stories: BldgSF: Ac:11.00 YB: Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. METROSCAN Reference Farm Y King (WA) 'ner Address Phone Ref Number 621 Company 300 S 160Th St Seattle 9 Bit Holdings Twenty-Two Inc 2600 Lind Ave Renton 3 Bit Holdings Twenty-Two Inc 300 SW 27Th St Renton 98055 2 City Of Renton *No Site Address* Renton 1 City Of Renton 1901 E Valley Rd Renton 98055 10 Strada Da Valle Gen Ptnrshi 2350 E Valley Rd Renton 98055 8 Strada Da Valle Gen Ptnrshi 2350 E Valley Rd Renton 98055 7 Strada Da Valle Gen Ptnrshi 2350 E Valley Rd Renton 98055 6 Texaco Trading;Transport 2200 E Valley Rd Renton 98055 5 Texaco Trading;Transport 2250 Lind Ave SW Renton 98055 4 . ; . . • . • • • • . . . . .. . • . - . . . • • .. • .. . • ' It. .,4,.. 1..9''21,.4.1-,4/:&1,, Ili;:-...,--.::..,,,j,,% 0,--44;q, .",_...1_:..V.-4 ..1-.-..1,..';.; i„''..: ;'... '• . :E,',.,.-5.:::‘1 .:,.*,W,„..'''' -'_. ,.•': •"\-1/4. k i--,.1_4---,-':':.-9_---;f1KN-",:. -.-.`....i c.',.„,,m.—... 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I • 11 , 11 • • . , . . • • • .. r . .. . . • summary of work M mnlEcrwwnDslsrDF AmMsmucnax DFA]D ra T"' i3 STORAGE TORA GOMB S,R PSEUD D ACCESS A ST LS LIMIT TO THETHHEE VIEW ROOOMMATM.FROM OF TIE BUDDING TIE PROJECT ALSO wCLUDES THE 0.01.1 H10N OF ILL OR PART OF EXISTING BUIDINGS AND RESTRUCTURING.NEEDED.MITES WPL BE EXTENDED P0 THE NEWFaOSCANIZTEMIALIOF MIXES DED.PM.. • PEER SCl aROEDERAACIEECIS • project representatives '« - I • EAST VALLEY ROADOMADAM STORAGE WNER: G,R�Rw PM ETATATAIT'" Gen.. w FR __ _ ----_-----_----__ lellDDMD�EOM�E DA �w • _---- ----- — ------- smexAuc -------- uu"RECTwt'soiRomEnwECTSAu --——— ---- 'lY EXIST. 4 GGH�Acr — —— —— DEMO ® FIRE @ Q PA XyF el MIL ENGNEER Hair-asAORE OCIECTLANDSCA>f ARwn[eIURE - _ �� EXISTING LANDSCAPE BUFFER SCCE B. f�+j6�0 f,�RLEIS.SE \. I e - -- - -- _Fm nvE 46. y_ t/�(il7[-°� may® TAmlAwwesFm EILE ®wA r ratIF_EXIST FJRSTING IAN - E BUFFER -- -I NEW 15 LANDSCAPE BUFFER ` FENCE s sPle 4;ELrRON' Isw �HGly tMoaota ENTRY or -- NEW I X — �+` • ® .S "`jEestr EBUFFER _ ENTRY 2. 3. 4. 5. B. . . EXIST.SIGN - NEW 19'IANDSCAP®74 - • —_ I project data - -•- 77.. 1e' - NEW D l • LANDSCAPE B' 9 y 70. i a PARKING sl ADDRESS: 2.3 EAST VALLEY RO. E P. GATE ii}:.:. is D O ?.i `I IIIIIIII DEMO EXISTING II_- I I W r" 9-- - r _ ar _ 9' BUILDING S 1 I OWED A. soR, .]n O -:........ L.yyyyy,,,,, 8 cavmu,E. S .....-7. I EXISTING L.� I OCCUPANCY TYPE:t ..'.':.'.'.B- BU9u F DEMO 6e _ • I w W E. CCNSTR rTT% h-, S ///' ` NEW TRASH ENCLOSURE 0 I /�/ eum AREAusE t smm]as sroNAXAuawARE Z uj Z y, PA �• RaD,_T• � 79 D 1 I� .-:CI I` cc SrauGEls,l mf®sn ET. • W Ce . ..... 11 w-"mil \.J . ••.. DEMO ...... .. trzm SF.%ams¢R. .•.....2. ___ _ ___ srauGEocwPAxrs 41— I acavazRs ...... ____ I I it F— vAL,unw i stDnm ...•... FIRE N _ • :-.p. i- _ {� '____L l I ACCESS EXISTING I i I rAmml, w�RE�gysE t S./SRC-OUT.tnsmsaFra]9lwvrnEm „ ' W -y\�0- 1 BUILDING • N wDREanEaEn t1 DEMO _ gnNEnsEiF SERVE Aus � • G I _ u 'u B GNFI _ _ _ 3 DEMO t• �ISS . . EwsrwODulnwD'ARFw , {:tea sort. �`, Etta!'a r Grow .0 I�D I AREA TORE a,.as �:. V W { ° �` KILO N.DIN REum AREA 74468 ssant.a�`y a.�suFr..AREA M sC0a0 LANDSCAPE \ 1 �- �m U.A I. s� I • L•• TOTAL PROPOSED BUILDING OD.SOFT. el N / fE I M 565G6Mwo • .so N FIRE AP M'ORANT \� -' / BUILDNGD I I�x I TOTAL NEW PRoacrSTINGEwmS5. nNP aoFr. v• I� • 0Z.NEWIa®Sc '. sDOW o�' \ I IMPfIivIDU9 ACE M.SO.FT. - - I I i18 DEMO D WATERLNE 1( 1*kr' I P na+ I8 -- -_- -�_II� EASEMENT I general notes Mork= I. ——_. • A TIEwRRAcraR SEWLvrsRTEE.ae sTTEArmvERIFY -� % I AARCNITKT UEXEDwO 6057,4468 F ANY ODSCTEPAANDIES BEFROM AHD ORE PRODEMG I - '\ EXISTING I F 1 xaaK I EXISTING BUILDING mwEaSHALL COPEIr wrTHTIE tB4l,9Gwc.,Rc �-\ F UPC.THE Ij-_-_;., I g MO ccAvwDTONSRwcTwaSPEDwmwDEFORENERGY / pALLAPFUCAELE LOGLCCOFS, LNC�o FIRE ACCESS Y I DOS sntE DRAWN..VERIFY All DIMENSIONS ARODTECT - 6 vGRIG s OR MSS..w I .� .=i--�__ _-�=o_� -- mm._ -- - —� - Ewa 011ESRON, S.RMSS..INBs I ���---_ p ��-=06 / WATER LINE EASEMENT '301 p •o I rneE NtFE wwsArro sPEcmuTarTS NOTUY m TIENtvuTEcrIMLEDumv. X X .. X,,,, ,L X X X X------- ------------- D.AU IXawaa xmEsvaaXTEFEwWaawwGN sxNLIIE ---- Sw'3y.r0y -- COMPACTOR FURNISHED AND INSTALLED,UNLESS CIE , REIMNN-;EEG. aD. LANDSCAPE PROPERTI'LINE / EXIST.FENCE E D.NSIONS ARE TO FACE OFTOR o ,CENTERLINE O M.N.D..OTHERWISE NOTED F.TIC CONTRACTOR SHAM SUPERINIENOEMDURINGHE ENTIRE CO RME PROJECT Dale 13/03/99 PROJECT SITE/ PLAN e legal description SITE PLAN SCALE:1'=39-U m IN0L,ufS t ,THROWN BLOCK,OECD 1FAIIIwGTw TIW GARDENS TO TIDE SLV S TTLE MASaN NO,,AB PER PLAT RECtRFD IN.1.n OFPLATs,.PAGE TA. RECORDS ON IOUD GOIA M E TM PORTION OF MIS RECORTNE DING NGNOE OF "STATE OF WASIENGTON P.9 wAW E Sheet AlT RECORDING EINT„CMOFE . OFKMTA FWGTON . . • _ . .- '.. - " 0 ® 0 0 ® 0 ® 0.1..... . , 112/ • -• . ...:. ..".... ...- ...- ..,.• ..... ...... ''''. ..,.- oomtc —i -• i 1 .,.. ••..... . ., • - . , . . ... . 1 1 1 1 ,.. ,r_ I /Ir''''''''''"''''' I-I I I I I I ,_1 FL I 1 n /i F L_I 1 7 Li_ H- 'I .. 2 1 1 1 1 1 1 L_I 1.! 0 a I I '2' $1 u j 0 m - E Lciei 0 0 , x iel ag_ '5 LI- ___ _ _ 1 L._ _. . _ 1 ______ ____ _ __11_ ____ I-- - 6 ® 2 m. VI— ©w c,) co (.1 1 -, 1 ....... sy. • • A. I'? I I ,lb ' Date 12/03/99 • PLAN WAREHOUSE PLAN ,,[11 SCALE:3/32"=1,0" 1100 1011' ' 1 A2 . - Air mr.I _ -- u: —.� 4. '':. II I I ,LI 1 II II I' I I 'I 'I ill II I .I I' I1, � R •, 0,0/11.DLP.� , ; � o �1iiidiniii��ii�illar,1i1iiilila1�0 1I ii u��— I i��u�i�iiN�� �—_1 r�� I711�1 011 II 1.016. I IL!IhIi1E;:J1I: ; �II III I I . NORTH ELEVATION aae n ekisum RED. RR DOORS VAG..RSV _ en..r�.a a En Cr !LEV ewe uwre• • SPOON m,P",. ewwIaoc.AW eet:011.1 MR-cwwmoP� , 1 m i uaml lur''11to wmpn PPyW L'vCNN .a PaPI�I II�JJI f 11 I,III �I,III; 111111 �►i uric i I I IIIIIII:111° 411 L,O. . �. 111011 !III 1111 I JIIJIP�11 6I!IJIIII Ii' 111,1l111 I'JliPll a��1;I�l pil lII III 111 - ° ziiP .l =- LIl 'II I11�111111IIIiJiJfIi1i II II 11 IIIh1111�11 III I[Lhl I I��.II1 ; — z STORE Waa EAST ELEVATION -. n2ow �;L g' SNUIRD.FIRID RED' W *Ci0IA DINS. =I— Cr) a I 'II I'I i. . I HI i 1 I I I' III • � 1 I I I ;I I I I I I II I + ---.n�Po°`: $ - �I•I' ....2..w of I I I ' l l I I II I I I " II � � I � I mU1dplllI' I SMOOTH Pant r 1 ' D� , �I 1' ` .N.i 1 11 1 I R I ! V 1 11 1 l 1 I I I 1 1 1111 I 1mrr . . _aa,ate - e. s as a SOUTH ELEVATION STORE FRONT. Pawn ' LYMiMNP1:MRStaL MR.DOORS 9wawacD FED' REDS IRON --- ------- --------- FT II I I i ' II 1 I II I I Ia III_ —_ _ I ! 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It :-.Nria 0, , ..."-ii. t, W _ _ '1 . i.i... U)----- t"!....liiiIrli UNDEVELOPED :' 1 N.M,-NV..-:ft&irj,"1 r"' Z ::'‘-‘ "I ..g I •- f ; ; I ' Ei i' ' Mat nonn.A n.- ...1....• ..`e, ?4,... ,.. ,__..,1. ‘Fr,- ....), . • '" .„;, , , 1, , . . . 1.,, li .iii 9° 1[11 Sn.,, • .gInj . K.-!. -.•,s, .(.3-..-3/1V-tr.40N171,.. ....f,: ,. ,, p. ... --N., - ,•• .._ ' ' i two.OFFSET '''. :., '3AV :' .‘ att':,......,71 :-. ''''' '7:'' ,1.: 4•,,..1•:+4"'•,.."-t - n-j) 'n •-‘7: '`61t-.1.r'..t, i li , :4.:%, : - Kir.. SE121;01•31.E '1: • • ; ! :4 t!“ 1,, ,,... . r_19%.7 leik M. .V.M.:* ••,, ;•1 rd,4ing. : . 'Ks, .AV • :s .,V93N3S 1 '.7. : lifg • .....:.:,:'.''' \ 1-- RIT‘, , ,14.1,,, , i, •.7118. .. ---41 E' li-j-H •. : ..1 t. • OFFICE PARK ,, "4 OFFICE PARK „ I! Fa I i.L• ' I j • I I • ICI_ . I 3 . 9.2to V _7. a F Me 12/03/99 ..9 Snee contents ,,..., slE.I,GHBORHOOD 31 !* , DETAIL MAP A4 • pant list: 1111, EXi.,xg a rm.x L''' OTY, BOTANICAL NAME COMMON NAME SIZE- NOTES - -Ilan eelbn.. 13 AmrN... Nne Maps 6 M."3... Fwmx beu Arcruuu,b.we-wv.•__ .b oc Ae4M PEER SC14lOB7EEN ARCXRECR 0e.,..`B • MffibpNyce useaeasl I i EAST VALLEY ROAD � s ose 3 dayse rvoE S- - oss lss 1 '- ::.s;•:•'•.:': ___, O 38 Y rtunw VAN. • ,•' NOW � �•��L'Jcl . Se�,f3f (eil S''+::• F" EXIST. :..•::�.�•_J , •A••:•c:: �V,• d _ ''^•• 0M.E.-..,!:1iLY...�"^�'azcv,....L-....— -- • _z__ ii� E .. ��-- .. .....�... ;::: -•t{ �-�9e�i,pM1:;:' is / �_,-' ::'I,IL' NTRY ft• .e..m ••.. W�...::[[:::�..� .... �'.:O �•g'+::�.. _� �q-�j��N }��� �`I a y • °/lii 3 •- e __ =-NSVi___� q I EXIST.FENCE •. • __-- e•.m^aurra, __ HATE------___'� sw / T .q` 0 Q ':- 011111111 LARDSOKEit}'{':li - -----J _I- I I- W r12'.'::•, r--- - AGGRESS Ib.elt.elopo.oms wulx•A gnirn pw r 15 } • •�.= �' scu:ux g.eee BUILDING to W _ • I � rW Wa•/9 gallon Dots I 0 gig _ I _ i% -r I m �:l W r 1 _a • I \-_-------_-, - - ° N co , 9TASNa U ' ' 1 I. I I Cn II` _w PROPOSED Amon' I I jj CV �. 1 \ , �rOBAC{WMFlW113E I I I > LV I ��`- ` i I \ BUILDINGS III ^ X I 1n ff T 1 1 1 - -IR-- -: -O e.a•e:u a , I. - -I 1 L� I I I / 1 g BUILDING E /—I- I I — �.< a y\\ _-- y t J D I - - .0 ��L`"__- -'--0 FIRE ACCESS_,c,� -_.VJ L�--�� ....-:-' X:: X.: ' _ __ X X 4, X__ _ X _ X /_ X __ • PROPERTY LINE / EXIST.FENCE / gore t3/03/99 • LANDSCAPE PLAN e LANDSCAPE PLAN SCALE:,•=3PiY �...: e L1 I ,�,j096S' aasel C1 1 ^ ( (,°I ser Sep s�agel ssaipptl ©AU3AV I � Bit Holdings Twenty-Two Inc 444 Market St#2100 San Francisco,CA 94111 J III Trading&Transport Texaco PO Box 5568 Denver,CO 80217 J < I - ' ll ; ' II I \ Strada Da Valle Gen Ptnrship 621 Company 9125 10Th Ave S 300 S 160Th St Seattle,WA 98108 c. , WA III I �, ' I I li Ij Ili i lip I i I ! li il Ili ill, . II. . i ,. ICI I I i I I I I `. f I . ' 11 ; I I I ! ' I ; I 6)09tS Joi aieldwal as0 W1spayS paaj ynoows ,,,;io9d5 ��aswi syage� ssaippt, ®AZJ3AV Bit Holdings Twenty-Two Inc 444 Market St#2100 San Francisco,CA 94111 I III' i ( ii Trading&Transport Texaco i PO Box 5568 Denver,CO 80217 II Strada Da Valle Gen Ptnrship 621 Company 9125 IOTh Ave S 300 S 160Th St Seattle,WA 98108 5ct ,1WA ( • I I � I I i � I Ili I i I I • ®09I5 Jo;aieydwa)ash wiS;aays PaN 4;oows . :y-k CITY (: 1-1.RENTON ;au.� �` Planning/Building/Public Works Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor January 17, 2001 Greg Moore Shurgard Storage Centers, Inc. 1155 Valley Street, #400 Seattle, WA 98109 SUBJECT: Shurgard Storage File No. LUA-99-169, SA-A, ECF Dear Mr. Moore: Enclosed is a check refunding 80% of,the'application fees submitted for your land use application. Please contact me at.(425)'430-7270"if you have any further questions regarding the development of the subject site. Sincerely, Lesley Nis ' ira Project.Manager cc: Yellow file • 1055 South Grady Way-Renton,Washington 98055 0 This paper contains 50%recycled material,20%post consumer J CITY OF RENTON ACCOUNTS PAYABLE CHECK NO. 0189353 INVOICE:NUMBER< :::, :':::;>D'ATE ::.P.O. NUMBER ::"':':•.'''`•:: .':`:.DES.CRIPTION:::::` :;::`:>:>;.` :>`,:, ::;DISCOQNT. ' AMOUNT . ';': .;<'::: REFUND FEE 12/19/00 80% RETURN OF LAND USE APPL 0 . 00 400 . 00 80% RETURN OF LAND USE APPL 0 . 00 800 . 00 80% RETURN OF LAND USE APPL 0 . 00 1 . 06 PLEASE DETACH BEFORE DEPOSITING .•' , ..0 ':, ":CIT.Y:..OF RENTON U.S BANK OF WASHINGTON' 19-10/21 U TS PAYABLE" RENTON BRANCH U CC N.� 0 _ + 1055::S.`GRADY WAY .;vEiv - eHticx:. - - .1l . ;Ra>:•::;•: ;::;;:::i `ic': NVAI.BE :a::r.i:::: • RENT. N"WA 9$0 5. ' ; .... :,. . •• -- Phone:(425)430:-691$ Fax (425)'430-6855 10 O' 10.16 OT;f=12/0`1: ` 01893353 • 1. 20•�: :Q6`; AT. .:: PAY : .. ,: One-• Thous'a_•n'd' ;T—6..<Hundred •<;One :•Dollars and S.i:(kf,..Ce:nt4: :::' " ".. - 3THS,..: VOID AFTER:.6 MO H T TO THE •S:HURGARD STORAGE CENTERS INC , ATTN, GREG . 1.1`5,5• VAL�LE:Y. ..ST #400. ::.:,:;:: MAYOR SEATTLE WA 98109 ORDER ':. 4':OO.00;L`8,93;5::5)0 .':::L.25;000.L,,o':. •L3;,50069'8:3:Lfl" _ .. , i ., a . i 1~ • City of Renton Finance Department Request for Clain: • /AuA-cj GI _ lIP cj Date of Request 1 a, I O) /00 Date Required A__P • Requesting Department Pia /P Authorized Sign ture 460 REASON FOR CHECK Deposit Refund Name Ski u RGA -ID S-fOPME- C t. mount 4/, of D 1. 0 (o Finance Receipt No R 9'1 0 Co 13t7 Receipt Date 1 a/ 0 /9 9 Other AIM Describe Circumstances Requiring Issuance of Check: Gated 1rCe( a1:-�L eAl- w d1�� � �'�wn - QorrA of sUb'TOM.l > - (.'Zl 19.c, Jh,hdId • CHECK PREPARATION INSTRUCTIONS 000. 31.5•eI .OD coo-7 - ¢500. - -10,4 DOO. 39-g . . Op. Obi 7 - Ss/ O©b. ' Q Amount $ / 1 . 0(p Charge to Account(s) pDO. 05.S 1 I _, roTA-t- 4t/,501.3a Payable To SHVRGFARO STDR,6 . CETERS , 1 NC• Q' "'- A aci.ob Address ( I55 VPrl.t l STiz -r, 1-00 S �T LE wPr ''e I 09 0 Mail Check to Payee ATIN, G RE MOop tom -ED f d Return to Dept: Les N h i h i`& X l3?a • Soc Sec or IRS ID No 17 Other: • CHECK AUTHORIZATION - Finance Department Use Only Approved Date 0 Claims Check No: CTY006/7/89 • 6 **************************************************************** City of Renton WA Reprinted: 12/08/99 14 : 11 Receipt **************************************************************** Receipt Number: R9906130 Amount: 1, 501 . 32 12/08/99 14 : 11 Payment Method: CHECK Notation: #5971 SCHOEDER Init: LMN Project #: LUA99-169 Type: LUA Land Use Actions Parcel No: 334040-0005 Site Address : 2233 EAST VALLEY RD Total Fees: 1, 501.32 This Payment 1, 501.32 Total ALL Pmts: 1, 501.32 Balance: . 00 ********************************************************L******* Account Code Description Amount 000 . 345 . 81 . 00 . 0007 Environmental Review 500 . 00 000 .345 . 81 . 00 . 0017 Site Plan Approval 1, 000 . 00 000 . 05 . 519 .90 .42 . 1 Postage 1.32 **************************************************************** City of Renton WA Reprinted: 12/19/00 10:59 Receipt **************************************************************** Receipt Number: R0007191 Amount: -1,201.06 12/19/00 10:59 Payment Method: REFUND Notation: SHURGARD STORAGE Init: LMN Project #: LUA99-169 Type: LUA Land Use Actions Parcel No: 334040-0005 Site Address: 2233 EAST VALLEY RD Total Fees: 300.26 This Payment -1,201.06 Total ALL Pmts: 300.26 Balance: .00 wwwwwwwwwwwww*w*www**w*ww***w*ww*****ww*w*ww****w*w***w*w**ww*** Account Code Description Amount 000.05.519.90.42.1 Postage -1.06 000.345.81.00.0007 Environmental Review -400.00 000.345.81.00.0017. Site Plan Approval -800.00 - - 1155 Valley Street,Suite 400 SHURGURD Seattle,Washington 98109 Phone 206 624 8100 Fax 206 624 1645 www.shurgard.com C' °EVELOP - .,-2' ` = :J t1z5"_; DEC r December 13, 2000 `� 1 �'�� ' Q ;1,1 Lesley Nishihra 1'r'-';//,,A 1, r "I'-' `,, ,;d; ,I I,III I ,'I 'Ij ;I Associate Planner City of Renton Planning/Building/Public Works-Departm_ ent- —_--- _ =_ -_ 1055 South Grady Way '_ ' : ri_ '%% )(, Renton, WA 98055 l,! .1 I ;_ ;t. '' • ,, •/ III 7 RE: Shurgard Storage !i,' � $i'i I,'"%;i„'• I File No. LUA-99-169, SA-A,E;d1F • • 1'%.21//i'.l II . 1 • \,y /,,/,�s4 k''p I am responding to your letter�ldated Deecember 5, 2000;concerning the project application File No.LUA-99-169, SA-A, ECF•whi'ch you'havel!,,,ori�holdr .. Shurgard has decided not 1 • lul. ,/./,;,,I to pursue this project and are,withdrawing our projec application and requested an 80% refund. • . 11 . (! r, 'f ;�;` I I;,. • !IL ;' • // Please make the check payable to Shurgard Stora• ge',Centers;Inc. and mail to the following address: I, • . I,•;' / '(I! ,./; toi Shurgard Storage Centers; Inc• ,1%:/'' /A 1155 Valley.Strez.iiet,#400. 'I:I!;i;• 1' Seattle WA 98109 •• l'I, , I ,�� I1l Attention: Greg Moore, 1,./,. •;.,/,/�)I (`I • W • 1,1'I " "/4,; III !, • . (, .'/./%f',I If you should have any questions,pleale,call me at: )206,;652�3751. li, . 1i!r . ' III •`,7///",r;!II Sincerely, 'il • • !III . {1I''''°'!/ ''�'1 _ ll, _ _! �"1-^ ' ✓^74'11l /1/4-7- .__ II Greg Moore ,'i %%'' ,• I'a !/lil ,i/,,'..,;''./' y II �i! I .' I, ;I//// l� I 5'f' Construction Design Manager! • is ;'� 1! lli/V, `,/,.1 1 I' ir II - 11 � 4'/J t�` .�I �i� ,i!' ..frI///'�'jl ';,��;I CITY RENTON ..fl Planning/Building/Public Works Department . J e Tanner,Mayor -Gregg Zimmerman P.i.,Administrator. December 5, 2000 .. Peter Schroeder r_ .. Peter Schroeder Architects 1904.3 Avenue, Suite 1005 , • .. . .Seattle, WA .98101. :• SUBJECT: Shurgard Storage.. File No. LUA-99-169, SA-A, ECF•.. Dear Mr. Schroeder . I am sending this-letter as a final request for an update on the status of the above referenced project. Our records indicate there has"been°no correspondence or activity related to this project in over 10 months.,:At this time the;project application is "on'hold" pending the submittal -. of additional information needed to,process the review of the,application (see attached - letter dated December 16,1999). • Unless a response is received by Janua • 5, 2000, this letter will'serve as our final notice before returning your application..,Arefund,for 80% of the submittal fees will also be processed at this time. • "" We look forward to working with you in order to accept the application as complete and - initiate the review of the proposal.' Please contact me.at (425)430-7270 if you have any questions regarding this project. , > Sincerely,, ,./te244,1 Lesley Nish'h' a Associate Planner •attachment .. ..cc:,`;: ,Shurgard Storage, property owners Jennifer Henning,-:Principal Planner • Documents 1055 South Grady Way-Renton,Washington 98055:' '.:;'" ;.. :. .,. CITY F .RENTON OA Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.;Administrator September 27, 2000 • Peter Schroeder Peter Schroeder Architects 1904 3rd Avenue, Suite 1005 • - Seattle, WA 98101 SUBJECT: Shurgard Storage File No. LUA-99-169, SA-A, ECF Dear Mr. Schroeder: • I am sending this letter to request a written update on the status of the above referenced - project. Our records indicate there has been no correspondence or activity related to the project in over 7 months: At this time the project application is "on hold" pending the submittal of additional information needed to process the review of the application (see attached letter dated December 16, 1999). Because our storage space for inactive files is limited, • we will need to withdraw your application and return all materials to you if we do not receive a written update by October 11, 2000. We look forward to working with you in order to accept the application as complete and initiate the review of the proposal. Please contact me at (425) 430-7270 if you have any questions regarding this project.` Sincerely, 4A-A), Lesley Nishi ' a Associate Planner enc - cc: -Shurgard Storage, property owners -• . . ' Jennifer Henning, Principal Planner Yellow`file' • • H'1nIVLSION.SIDEVEI OP SERIDEV&PI AN IN(;1PRn IFRTS1gq_1Rq InlupdaterPq rind 1055 South Grady Way-Renton,Washington 98055 • Thic rnnr nnnlinc F/lo/renvrin.i mn/oriel rJ(lo/nncl rnnc.imnr V PETER SCHROEDER ARCHITECTS . ... iA I A 1904 Third Avenue,Suite 1005, Seattle,Washington 98101 • OE1/ELOPME- NT.PLANNING CITY OF RENTON • FEB 1- f. 2000 • RECEIVEt� P, February 14, 2000, • • Ms Lesley project g Nishihira roject manager •City of Renton .: • 1055 South Grady Way.: Renton, WA 98055 RE; Shurgard Storage :# LUA-99-169, SA-A ECF • • Dear Lesley, • This letter is a brief update to inform the City of Renton that we are proceeding with corrections% request for additional information made in your 12/16/99 letter. . We anticipate providing this information to,you in the next 15-30 days: Please contact me if any additional issues arise. , • Sincerely, : ,• Peter Schroeder. • • • • cc Shurgard G Moore. . • • • Architecture. • Space Design' • Store Planning .. CI c. fi �'`8 • T JF RENTON ._ � Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • • December 16, 1999 Peter Schroeder Peter Schroeder Architects 1904 3rd Avenue, Suite 1005 Seattle, WA 98101 Subject: Shurgard Storage To Go File No. LUA-99-169, SA-A, ECF Dear Mr. Schroeder: Thank you for your recent land use application submittal for the above referenced project. A number of issues have been raised that will need to be resolved before the review of the application can be initiated. In order for the City.to accept the application as complete, the following additional submittal requirements.will be necessary: - 1. Wetland Report and Delineation. Based on the city's wetland inventory,-there are wetlands adjacent to the north, west and south sides of the subject site. In • order to verify the required wetland buffers are not disturbed, five (5) copies of a wetland report and delineation for the adjacent wetland-areas will be required. The report will need to identify the category type for each wetland, as well as the necessary buffer width requirements pursuant to the City's Wetland Regulations (RMC section 4-3-110). 2. Stamped Geotechnical Report. A stamped copy of the Geotechnical Report will be required for the official land use file. At this time your application is incomplete and will remain "on hold" until the items listed above are submitted. Please contact me at (425) 430-7270 if you have any questions regarding these requirements. Sincerely, Lesley Nishihira Project Manager Cc: Greg Moore, Property Owner ' ' Jennifer Henning, Land Use Review Supervisor • •. 1055 South Grady Way-Renton,Washington 98055 Thic nanar rnnfainc FO%racveInd malarial 9f /nnct rnno imar - _ - .. ui � '-............._-'_--,_--~---~-----~-~-.__-_~.~...~, � nb PROJECT OR DEVELOPMENT NAME: NAMs - -------- � 2L ~T��- x�" ---------- Aooesoo(o)/uOoATom: AoonsoS:_' \ Url��� ' � � - ' mmwCOUNTY ASSESSOR'S CITY: ZIP: ����\���� . _ �VASWW,,=:,rc'4 TELEPHONE NUMBER: ����.- �� �_ � sX�TNaLAND UaE�U: - - -- ----- - - ---- - ------'------ ---- --'-----' ' ~�~�� ^-~x�r-x��' ~.`+,-r-�-�-� - ------ - --- --' - PROPOSED LAND USES: NAME - COMPANY(if opp�vad�' E�oTNsCOMPREHENSIVE PLAN MAP DESIGNATION: - --- --- --` --- -- r-- -----^----' - ' - -- -'------^ ------ - ,-----'- --'��-'------- --^������- PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if uppavame): Ts CITY: /CITY'- �g��� «�41�� /'- ---- ' smsnmozom|No: � _ � ---_- - � � TELEPHONE.NUMBER: PROPOSED ZONING (if applicabl NAME. OR ACRE SITE AREA (SQ. FT. ~�, ` . PnousoTV�Lus�� - -_'� '- -�---'-_- ' ---' ADDRESS. ---- |a THE SITE LOCATED |N THE AQUIFER PROTECTION AREA? CITY__ ------ZIP: ------ -----'- � IS-THE SITE LooATso |m�wYoTHenr/peoFcwvmowxxsmTALc/ -- - - -- ' - ' SENSITIVE AREA?- --- -- '- ' - ------------- - - ���J - TELEPHONE NUMBER: _ -- -'`��-'� -- -�----- - - _ r :4Fh R:. ���. .111..:t�F P eh.se::::::<;> �::;:�:::::>::: ..DES. .......Rf?PE�TY. Atte. _ s:te.sEte°et'f»rlecesSar;.:• < >< << ...... • • • r :_,::;•::. O;•:. , :•::t::tcrioltia_: FE i i i><` ii ii ' `> >> is i i i i i is ww :' e n ... .01.110.111,111111.111 —ANNEXATION $ SUBDIVISION: • • • _ COMP. PLAN AMENDMENT $_ _ • _ REZONE $ —LOT,LINE ADJUSTMENT $ . — SPECIAL PERMIT $ -• • _SHORT PLAT ' .$ • —TEMPORARY PERMIT $ . _TENTATIVE PLAT . ' $ ' . ' ' CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ 7 SITE PLAN APPROVAL $ /coo._—' _ FINAL PLAT . . $ _GRADE &FILL PERMIT $ . - • (NO. CO. YDS: ) PLANNED UNIT DEVELOPMENT: $ VARIANCE $_ (FROM SECTION:- 1 _ PRELIMINARY - _WAIVER . • ' . - $ FINAL _ ROUTINE VEGETATION WETLAND PERMIT $ — — MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ • _ BINDING SITE PLAN • . ,$. . . - . " , , SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ • — CONDITIONAL USE $ • _VARIANCE $ _ EXEMPTION $No Charlie L ENVIRONMENTAL REVIEW $ rdrK O REVISION $ • `''F tmvt .> O ;. >,;•:WNERSHI`P> i>»i>> << >« iiiisinip i>`» >< >ii<`'i ''` €:>< «i>ii .iE ::..:.:: ::::.:.:::. :::::::::::::::..:::.:::::::::: ::.�: :::: ::::::.::. .:::: :...A .F A. .IT..t7F.O'(NN S . ............................................................ .. . .... I, (Print Name) I„/„.42^c mo, ,declare that I am (please check one)_the owner of the property involved in this applioa'!ion,• e authorized representative tact for the property owner(please attach proof of authorization), and that the foregoing statements'and answers herein containe and the information herewith submitted are in all respects true'and correct to the best of my knowledge and belief.T.„-.- r .. ATTEST: Subscri e d sworn to before me,.a Notary Publie, in arid _ 7�� for he S Qte of residing at. . . . . , (NQc� er/Representative) . 7' omtt,e__, dayofr ,, ` f--z _.40p-i g moore • / .., _ v _.,.___ __ _ , , (Si nature of Owner/Representative) ,_, ,, _ ..._ . .... . (Si n ture oftar-y P NoubIte-) -` ----' / s sec � � � _e _S < >;< < > isa<>a�����''�i ='��>�� a »:.:.::.::::.:::..:-:;. .... ..::..:::::::..::::..::::::..::: ::::.:::::.::::::.:.:::::.:t7b. :. . t on..to.be... om eted.. . ... ... .tall..)...... ... ....: .. . .... ......................................................... :::::: :>:;::.: ... :. .:,....:::.i. ... ... 'A:::»:AAb:::.:RSP..:::<:>;<:C0-S::>:>:CAP....:a)1tPA ..GU.A;:::•;:. ...:.:. LA..::.;..�:.:.: :<:::>;:.<.0. .....tJiJJf7!::::.;Eft.:PP.,::R:>:::::R:YMP::::::::SA-...::::;SA:.f.i::.:�.Ski.PL:=A>. :SHPL-H.....5.....;...SM:::.:5.m.E.�g Tf'.:::.:ww�. .::it::.:x/..:H.:::::w.. .................... ......... ........:.:.::....:Fag...::::.:..�.. f�t�........:::::: .::.::: :::::?QTALPQSTAG. ,FRO�IIDED..... ..... ... :.::: : :: . : .:.:.. .:..:...... . MASTERAP.DOC - REVISED 8/97 - _ - 4V 3 f - LEGAL DESC PT 0\ LOT 1 THROUGH 26 IN BLOCK 1 OF C.D. HILLMAN'S EARLINGTON • GARDENS ADDITION TO THE CITY OF SEATTLE DIVISION NO, 1, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, ON PAGE 74, RECORDS OF KING COUNTY. EXCEPT THAT PORTION OF SAID LOTS CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 5, BY DEED RECORDED UNDER RECORDING NO. 3911470. AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR'HIGHWAY PURPOSES BY DEEDS RECORDED UNDER RECORDING NO'S. 5444310 AND 5444312; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PE iR SCHROEDER ARCHITECTS A I A 1904 Third Avenue, Suite 1005 Seattle,Washington 98101 (206)223-0393 fax 223-1042 SHURGARD "STORAGE TO GO" D6'1° 0 0 0 fv 'MilG 2233 East Valley c� f� O� Renton, Washington C v* Project Narrative The Shurgard "Storage to Go" project site is located at 2233 East Valley Road and is approximately 4 acres. This property lies several hundred feet west of SR 167 and approximately '/ mile south, of 1-405. The existing Shurgard storage facility contains 72,993 square feet of single story space. Approximately 33,600 square feet of building will be demolished and replaced with 29,160 square feet of new construction. The completed project will total 68,554 square feet, 42.5% of this area will house the new "Storage to Go" warehouse. This includes individual storage boxes which have been filled by a variety of customers and transported to this facility. The remainder of the project will remain the "traditional Shurgard" (existing) self storage with direct customer access to storage spaces. The new building will be 38'-6" height with a covered loading area at the north side. The completed project will have 38.7% lot coverage, 57 on site parking stalls and 2 access points on East Valley Road. Estimated construction cost is $1.15 million. No offsite improvements are proposed other than the curb cut work. The site is located in the Industrial Light zone (IL) and within the Employment Area Valley (EAV) Comprehensive Plan Designation. The majority of surrounding uses are warehousing with Interstate SR 167 and some housing east of the site, low-rise offices southeast, and motel/hospitality uses north of the site within 1000 feet. In addition a fire department training facility lies to the northwest. The site is relatively flat fronting on the west side of East Valley Road. An approximately 4 acre wetland area lies immediately north of the site. Site soils include silty sand over organic silt with mixed layers of peat and over layered medium grained sand and slightly plastic silt layers. For site drainage conditions, refer to the attached report by E& L Engineering. Architecture Space Design . Store Planning SCHROEDER ARCHITECfr� A I A 1904 Third Avenue,Suite 1005 Seattle,Washington 98101 (206)223-0393 fax 223-1042 RENTON SHURGARD STORAGE TO GO Construction Mitigation Description A. The proposed construction dates are: Start: 3/1/2000 Finish: 6/1/2000 B. Hours of operation: The hours of construction are planned to be 7 AM to 9 PM. C. Proposed hauling/transportation routes: All hauling is planned to be along East Valley Road and then onto State Highway 167. D. Measures to be implemented to minimize dust, traffic and transportation impacts, erosion, mud, noise, and other noxious characteristics: The site will be sprinkled as need to control dust, streets will be sweep clean if needed, all mud and other debris will be removed by temporary filters at the on site catch basins. E. Any specialty hours proposed for construction or hauling: There are no specialty hours planned for construction or hauling. F. Preliminary traffic control plan: There are no plans for traffic control. All work is planned to be done on site. Truck loading and unloading space is also available on site. CM/ ®Fe� fN'rvc Architecture Space Design Store Planning • G'S�Y O� + ® + CITY OF RENTON 41,NTOe FIRE PREVENTION BUREAU MEMORANDUM DATE: October 26, 1999 TO: Peter Rosen, Planner FROM: Jim Gray, Assistant Fire Marshal y SUBJECT: Shurgard Storage to Go, 2233 East Valley RD. Fire Department Comments: 1. The preliminary fire flow is 3250 GPM, one hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structure. 2. Separate plans and permits are required for the installation of fire alarm and sprinkler systems. Please feel free to contact me if you have any questions. Shurgard Storage to Go 2233 East Valley Rd. Pre-Application November 4, 1999 GENERAL ITEM: Drawings to meet City of Renton drafting standards. A Demolition Permit is required in addition to the Construction Permit. Drawing sheet size is 22x34 inches so as to file in the City files. Title sheet to show the legal description, vicinity map, legend. Sheet index and survey control point. WATER: 1. A new water meter or fire hydrant will active a Water System Development Connection charge of$0.113 per square foot of gross site area. However, a Redevelopment Credit may apply if the System Development Connection charge had been applied to the site previously. Late research show previous fee paid 2. One fire hydrant is required for each 1000 gpm of required fire flow. Each fire hydrant delivers 1000 gpm of fire flow. Fire Prevention office determines the required fire flow. 3. 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. 4. If required fire flow is over 2500 gpm a water loop system is required. A loop system is required to be located in a 15-ft. Utility Easement. If a loop water system exist it will need to shown on the Construction plans. Also provide a vertical profile any new system that may be required. 5. Water plans to show domestic water meter size, location and valves. A backflow prevention device is required for buildings over 30-feet in height. 6. The plans to show the size and location of the irrigation meter which is to include a backflow prevention device. 7. Show the Fire Sprinkler System if required by the Fire Prevention Office on the water plan. If existing show it on the water plan. 8. All new and use fire hydrants use to meet the above requirements must be fitted with a storz fitting. 99CM098W.DOC\ SEWER: 1. The Sewer System Development Connection charge is $0.078 per gross site area. However, a Redevelopment Credit may apply if the System Development Connection charge had been applied to the site previously.Late research show previous fee paid 2. An 8-inch sewer line is available in East Valley Rd. 3. If the project produce fats, oils, or grease, then an appropriate removal system will be required per plumbing code . 4. Side sewer line to have a 2%slope to property line. 5. Floor drains must be connected to the sewer System. 6. A sewer cleanout is to be located 5-feet out from the building and 100-feet there after. 7. A sewer backflow prevention device is required for the sewer line when the floor elevation is below 25-ft. 8. Vertical profile to be shown on construction plans. 9. Show floor elevation on plans.. 10. The site is located in the Black River Basin. 11. A conceptual plan for utilities will be required if SEPA Review is necessary. 12. The Developer is to insure no buildings are built over the existing utilities. 13. Show vertical clearances where utility lines cross. STORM DRAINAGE: 1. New and existing impervious surface area to be listed on the storm drainage sheet. 2. The charge for new impervious surface area is $0.129 per new impervious surface area if any added amount occur. 3. Use NAVD 1988 datum for elevations. 4. The proposed project Developer must demonstrate adequacy to meet City code requirements for detention, water quality and conveyance capacity. 5. Show calculations that the proposed project site post-developed peak runoff rate for the 100- year , 24-hour duration design storm event is calculated to be less than 0.5 cfs more than the pre-developed peak runoff rate for the proposed project site existing runoff condition and that the project proposes to construct 5,000 square feet, or less, of new impervious surface . 6. The project site is located in the Black River Storm Drainage Basin. 7. Drawing scale is 1"=20' 99CM098W.DOC\ 8. Filter fabric fence will be require around critical areas to trap sediment run-off. 9. No building is to be built over existing utilities without being relocated. 10. Show floor elevation on Storm Plan. TRANSPORTATION: 1. The transportation mitigation fee is $75 per new trip generated. The trip rates are determined from the ITE trip generation manual, 6th edition. 2. Show dimensions for on-site parking layout (stall depth, width and aisle width). Show dimension for both regular and compact stalls. 3. All electrical and telecommunication facilities to be underground. 4. Show City of Renton Standard detail drawing on submittal. 99cm098W 99CM098W.DOC\ CITY OF RENTON Planning / Building / Public Works MEMORANDUM DATE: November 4, 1999 TO: Pre-Application File FROM: Peter Rosen, Senior Planner SUBJECT: Shurgard"Storage To Go"-Pre-App File No. 99-99 We have completed a preliminary review of the pre-application for the proposed Shurgard "Storage to Go" project. Listed below and attached on several sheets are our preliminary findings. Although every attempt is made to ensure that these comments are complete, a more thorough examination of the project at the time of application submittal may reveal additional issues that may alter these comments or require additional comments. Proposal—The proposal is to demolish all or portions of the existing self-serve storage buildings and then construct a 31,970 sq.ft. storage warehouse. Permit Requirements. The project site is zoned Light Industrial (IL). An administrative determination signed October 28, 1999 clarifies that a storage facility is permitted in the IL zone without a conditional use permit. The proposal would require site plan review and environmental review. The proposal to construct a 31,970 sq. ft. building would require administrative site plan review. No thresholds triggering a public hearing apply to the proposal. SEPA environmental review and administrative site plan review are conducted concurrently and require 8 to 10 weeks for processing. The site plan as proposed would require a variance from the street landscape standard. The variance would require a public hearing before the Board of Adjustment (BOA). The BOA meets the third Wednesday of each month and the variance application is required about 1 month prior to the meeting date. Zoning. The project site is zoned Light Industrial (IL). Lot Coverage: The IL zone allows a maximum building coverage of 65%. The proposed lot coverage of 38%complies with the zone standard. Building Height: The IL zone allows a maximum building height of 50 feet. The proposed building height of 38 feet 6 inches complies with the zone standard. Setbacks: The IL zone requires a minimum 15-foot building setback along non-arterial streets. This setback would apply to the proposal's frontage along East Valley Road. The proposed building is setback a minimum of 50 feet. There are no rear or side yard setback requirements in the IL zone. Landscaping: The IL zone requires a minimum landscape width along non-arterial streets equal to 10%of the lot depth or 15 feet, whichever is less. The proposal would therefore require a landscape strip of 15 feet along the frontage of East Valley Road. This landscape is required on-site. The proposal indicates an existing 50-foot landscape strip improved within the street right-of-way. Only 5 feet is shown on the subject property. The proposed site plan would require a variance from the landscape standard. The applicant would be required to install the 15 foot landscape strip along the entire property frontage of East Valley Road, not only in front of the new construction. Properties located in the Green River Valley are required to provide a minimum of 2% of the site area in natural, wildlife landscaping. This landscaping is required in addition to any other required landscape area. Parking: The Parking and Loading Ordinance requires 1 parking space per 3,500 sq. ft. of gross floor area for self-service storage uses. For warehouses and storage buildings, the code requires 1 parking space per 1,500 sq. ft. of gross floor area. The applicant should include a parking analysis on the site plan submittal which indicates the required ratios for the two uses proposed on the site and the number of parking spaces provided. The parking ordinance requires landscaping equal to 5% of the area of a parking lot for lots over 10,000 square feet in size. This requirement is for interior parking lot landscaping, intended to reduce the barren appearance of parking lots. The calculation of the required landscape area should be provided by the applicant with submittal of the site plan application. Outdoor Storage, garbage and dumpster areas: All outdoor storage, garbage, refuse or dumpster areas are required to be screened by a fence or landscaping or combination thereof, as determined by the Zoning Administrator. cc: Jennifer Henning • • RECEIVED • O C T 2 6 1999 EcoNomic DEVELOPMENT NEIGHBOPHOODS AND SIR E;;I P,gN,Nl''G MEMORANDUM DATE: /0 • -Q� TO: Long Range Planning FROM: Jana Hanson, Development Services Division Director r( SUBJECT: New Preliminary Application: c /k / 7) LOCATION: 22 33 bast. �/Q /2 d • PREAPP NO. 99 _99 v • Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. Please submit your written comments to p (,/,' no later than /WV . Thank you. We will not be able to include comments received after this date in the presentation/summary we prepare for the applicant. 51 :c err) ane1413'<m l'7v'1*f1fLLsI} - V f12Le17 r\l THt..r- Co elerzEt v vc NO ('oL-tom`! l55u�`3 , Cvfc 5� 7L iL PLl rt/rv��v� • preapp - _ • • DEVELOPMENT SERVICES DIVISION • WAIVER OF SUBMITTAL REQUIREMENTS. FOR LAND USE" • • APPLICATIONS • : US E I. :° B I:: . L°<€<:€::>: :»W I. .ED.»: ::: : ::..:..:::....::.N...:::...:.......:..:::...:RMT.SU....�M..:I:..:TA..:::::.:::: .�::.:.:A:v........,:.: MOAI..FI........::: :.::::::.�::.::::.::.:::::::::: I NT • Calculations, Survey, e f'�:o•�P:a`''• n i Drainage Report 2 E o A•rchite tural��:;;A::o:< ``' °>'><;'s <�<� ��'° ' .::.::.::::.::.:............. Elevations, Grading 2 • _ o Existing Easements (Recorded Copy) 4 •• • r: FI PI ri'•M�a"•� if •��•lca6le�'��>:��::`��"> `�><�<` < P .......... ..::.::.....:::::. .... ... .. . Floor Plans 3AND4 IR •s D -'• • Grading Plan, Conceptual 2 • ...................... King County Assessor's Map Indicating Site 4 ' , .. .: La•••dsca:`'i:r:::`;".. C ual a•°::�' :=°:: :'� `>' < ' < > > ` : : <`'`> `` �< > <! � r� � `< >` ��> ' > �`��� �':'< >< >«! ' »; !< •. n p.....gPlan,,.:...on...:.:Pt...:....... .. ....... .:.....:::.: .. . ... • • '• Legal Description 4 . List S rro finding Pro ert wners4 : "`: :::..:::.................. ' i 1-'•-•-' Mailing Labels for Property Owners 4 • • Map".of:Existin ::Site"Condit'ions.4: . =• Master Application Form 4 ..... • MonumentCards:one er:monument :., : :.::::;:: ::::::::.>:.. :; :> :::;>::;:<:><;>;::; ;:;>::: ::::>:::<<:<°" . Parking, Lot Coverage & Landscaping 1 Analysis 4 P,Ian.Reductio.ns: PMTs .a .... ::.. ::.. .:::::.::...::..:::..::..:::. .............::.::..:.:::.:::.: Postage 4 • Public Works Approval.:Letter2 V .` ; : f Title Report or Plat Certificate 4 • o r :co ". ..... .:::. :.�:�;".. ...:. :..:.;:: .:;::::: •:�:.:.:;:�:<.::��::•;:::: :::;.;::..;.::::;:.;::.:: �:::;::.::.»::::>;:>;:.>::;:<>:::::>::::>::::<•::::::>:::::>::>::;:::»;:::::::»»::> --, - . T0 .9 .aPphy.:• a5Mp.( . . ntou .rs3) . Traffic Study 2 • - � •.:... ..... ... . ... _ -- ..... • Tree Cutti Ne etation CIegrin :PIa n.4 Utilities Plan, Generalized 2 . • • . . • :: Wetlands'Delineation:::Map.4 Z.- • ` .' •• Wetlands Planting Plan 4 Wetlands Study4 • • '' . This requirement may be waived by: • 1. Property Services Section PROJECT NAME: 6 "C Q�� S�eSc(g•)- lid 2. Public Works Plan Review Section • `�l _ Q • - -. " 3. Building Section - DATE: // 4. Development Planning Section _ - - _ - . , Environmental Checklist A. BACKGROUND 1. Name of proposed project, if applicable: Renton Shurgard Storage To Go 2. Name of applicant: Peter Schroeder Architect 1904 3rd Avenue/Suite 1005 Seattle, Washington 3. Address and phone number of applicant and contact person: Michael C. Barnett Peter Schroeder Architect 1904 3'd Avenue/Suite 1005 Seattle, Washington 4. Date Checklist prepared: December 3, 1999 5. Agency requesting checklist: 00,CC� Cf7-1, /1 ,1/T City of Renton, Development Service Division O/ ,?J PI A A/Niv err 6. Proposed timing or schedule(including phasing, if applicable): `°' 0 d lgg Construction start: March 3, 2000 8� p Project Completion: June 1, 2000 et) 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. There are no additional expansion plans at this time. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Preliminary Storm Drainage Report for the proposed project has been prepared by E&L Engineering, see attached. Site Geotechnical Engineering Evaluation has been prepared by Geotech Consultants Inc, see attached. Topographic and Boundary Surveys have been prepared by J. Becker&Associates, see attached. 9. Do you know whether applications are pending for governmental approvals or other proposals directly affecting the property covered by your proposal? If yes explain. No. 10. List all governmental approvals or permits that will be needed for your proposal, if known. City of Renton, Site Plan Approval. City of Renton, Land Use Permit. City of Renton, Building Permit. 11. Give a 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. The project proposal includes the construction of an approximately 30,000 SF new warehouse for Shurgard Storage. Associated parking, landscaping and infrastructure improvements are also proposed. 2 self storage warehouse building and a portion of 4 other self storage warehouse buildings. The total demolished area is 32,232 square feet. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project site is located at 2233 East Valley Road. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site(underline one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope?) The steepest slope is approximately 40% at the perimeter of the site. This slope forms the edge of the existing 5 foot of fill. 95%of the site is less than 3%slope. 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. The site consists of a 5 foot deep top layer of slightly silty sand fill over approximately eight feet of highly organic silt with a sizable peat layer. Below the peat and silt there is a medium grained sand and slightly plastic silt layers. 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. The only grading planned is to provide drainage around the building and to allow the placement of the foundations. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe? No. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The site will have a slightly reduced area covered with impervious surfaces. The impervious surfaces will be approximately 90%of the site. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: See above Item f. 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. There will be dust and vehicle emissions during construction. There will be vehicle emissions after construction from customers visiting the warehouse. The vehicle emissions after construction should be less than the existing self serve storage, since customers do not frequent this type of storage as often. b. Are there any off-site sources of emissions or odor that may effect your proposals? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Site will be sprinkled with water during construction as necessary to control dust. 3. WATER a. Surface water: 1. Is there any surface water body on or in the immediate vicinity of the site (including year- around and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. There are existing wetland ponds adjoining to the north. 2. Will the project require any work over, in, or adjacent to(within 200 feet)the described waters? If yes, please describe and attach available plans. Yes, plans are attached as required for the site plan approval. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground. 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s)are expected to serve. None c. Water Runoff(including storm water). 1. Describe the source of runoff(including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Storm water from roofs and parking lots is planned to be discharged through closed pipe conveyance to existng drainage tributary to Springbrook Creek. Treatment is by vegetated tributary channel, see also attached storm drainage report. 2. Could waste materials enter ground or surface waters? Is so, generally describe. No d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: None 4. PLANTS a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other _x shrubs _x_ grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eel grass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Perimeter planting will be enhanced. A 2%natural landscape area will be added to the north and a 15'landscape buffer will be added along the east street frontage. 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: See item b. above. 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 racoon Fish: bass, salmon, trout, herring, shellfish, other small pond fish. 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? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: See item, 4b. above. 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil,.wood stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric power and natural gas will be utilized to support the proposed warehouse facilities. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No, the proposed building height and setbacks are within zoning requirements. 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: The project will utilize the most energy efficient mechanical systems practical and will comply with the requirements of the Washington Non-Residential Energy Code. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No. This project will meet all applicable health and safety standards. 1. Describe special emergency services that might be required. N/A 2. Proposed measures to reduce or control environmental health hazards, if any: N/A b. Noise 1. What types of noise exist in the area which may affect your project(for example: traffic, equipment, operation, other)? Traffic noise from nearby roads,freeways and other businesses should not affect the proposed use. 2. What types and level of noise would be created by or associated with the project on a short- term or a long-term basis(for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term construction noise. Long term noise from customers vehicles and trucks unloading at variable hours. 3. Proposed measures to reduce or control noise impacts, if any: Landscaping is proposed in the parking lot and along the project perimeter. This landscaping will be designed in accordance with City of Renton requirements.. The proposed landscaping will help to mitigate any impacts of project generated noise. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? The site is currently use as a self storage storage facility. • b. Has the site been used for agriculture? If so, describe. There does not appear to have been agricultural use. c. Describe any structures on the site. Six, one story self-serve storage buildings are on the site. d. Will any structures be demolished? If so, what? Two of the existing warehouse and about a third of the remaining storage buildings will be demolished. e. What is the current zoning classification of the site? Industrial Light. f. What is the current comprehensive plan designation of the site? Industrial Light. g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive"area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? Approximately 3 people will work at the completed project. j. Approximately how many people would the completed project displace? Zero k. Proposed measures to avoid or reduce displacement impacts, if any: None Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. The proposed development is consistent with the current zoning and the Comprehensive Plan designation. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None 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 materials(s) proposed? The proposed building height will be 35'above their average gradelines. Building materials are planned to be steel structure with metal siding and concrete masonry base. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: The proposed warehouse building should improve the appearance and screen some of the existing old self-serve storage buildings. 11. LIGHT AND GLARE a. What type of light or glare will the proposals produce? What time of day would it mainly occur? Parking lot will be illuminated during evening hours. Vehicle headlights will also produce light and glare during evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? The project lighting will be designed to provide a safe level of lighting within the development. c. What existing off-site sources of light or glare may affect your proposal? None anticipated. d. Proposed measures to reduce or control light and glare impacts, if any. The project lighting will be designed to provide a safe level of lighting in the parking lot and around the building. Light fixtures will be designed to minimize any light encroachment on adjacent properties. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? None. b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state or local preservation registers known to be on or next to the site? If so, generally describe. None identified b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None identified c. Proposed measures to reduce or control impacts, if any. None 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Project access is provided by East Valley Road which runs parallel to Interstate 167 freeway. b. Is site currently served by the public transit? If not, what is the approximate distance to the nearest transit stop? No. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project would provide approximately 50 existing parking spaces. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe(indicate whether public or private). The proposed project should have a reduced number of vehicle trips per day. e. Will the project use (or occur in the immediate vicinity of)water, rail, or air transportation? If so, generally describe. No use is anticipated. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. 25 Trips would be generated per day with the peak on weekends. 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. The project should have reduced fire and police protection. b. Proposed measures to reduce or control direct impacts on public services, if any. The project will be designed to incorporate automatic fire sprinkler systems and will include security systems. 16. UTILITIES a. Underline utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utilities providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. The proposed building will require improved power, water, sanitary sewer and telephone services. C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead ency may withdraw any declaration of non-significance that it might issue in reliance upon his chec should there be any illful misrepresentation or willful lack of full disclosure on my part Proponent: G• Name Printed: MI Date: PE I ER SCHROEDER ARCHITECTS • A . 1 A 1904 Third Avenue, Suite 1005 Seattle,Washington 98101 • (206) 223-0393 fax 223-1042 - • • • SHURGARD "STORAGE TO GO" 2233 East Valley Renton, Washington • ,• Submittal Requirements for SITE PLAN APPROVAL 1. ' Master Application: The application and copies are attached. 2. Environmental Checklist: The Checklist and copies are attached 3. Title Report: The Report and copies are attached. . 4. Mailing Labels: Labels are attached. 5. List of Surrounding Property Owners: The lists are attached. 6. Legal Documents: - There are no Proposed Restrictive Documents - There is no land planned for dedication to the City. • - There are no Proposed Easements. There are no Homeowners associated with this commercial project. 7. Fees The fees are attached. 8. Pre-application Meeting Summary: The copies are attached. 9. Project Narrative: The narrative and copies are attached. 10. Construction Mitigation Description: The description,and copies are attached.. 11. Neighborhood Detail'Map: The map and copies are attached. /12. Site Plan: The plan and copies are attached. • 13: Architectural Elevations: These elevations and copies are attached. ' 14. Grading Elevations: These elevations and copies are included in the attached;Civil .:_ �,;;,`• grading drawings. 15. Utilities Plan, Generalized (sewer, water, stormwater, transportation improvements): This plan and copies are included in the attached Civil drawings.,'. 16. Drainage Control Plan: This plan and copies are included in the.attached Civil, drawings. 17. Drainage Report: This report and copies are attached. 18. Geotechnical Report This report and copies are-attached. 19. Flood Plain Map: The site is above the flood plain, but we have attached a Flood;•.`:: Plain Map and narrative for review. 20. Wetlands Report/Delineation: There are no wetlands on the site so a Report,is: attached. . 21. Landscaping Plan, Conceptual: The plan and copies are attached. Architecture Space Design Store Planning • 22. Floor Plans: The plan and copies are attached. 23. Tree Cutting/Land Clearing Plan: There are no trees or vegetation to'be removed so this plan is not included. 24. Traffic Study: The new warehouse use will decrease the vehicle trips per day to this site. A standard Shurgard traffic report and copies are attached for verification.' 25. - Plan Reductions: The Reductions are attached. 26. Colored Display Maps: These Maps are attached. 27. Rezone and Conditional Use Justification: A rezone or Conditional Use is not • required for this use. • That completes the Submittal Requirements for SITE PLAN APPROVAL. • • Architecture Space Design Store Planning PE i ER SCHROEDER ARCHITEL I S A I • A 1904 Third Avenue, Suite 1005 Seattle,Washington 98101 • (206) 223-0393 fax 223-104b ';.• • COryQ�N7.'pi A • R �T �1l@lj � • • SHURGARD "STORAGE TO'GO" 2233 East Valley Renton, Washington • Flood Plain Map • • This site is adjoining other sites, which are in the flood plain. It was filled over 20 years ago and is 4 foot above the 100-year flood level. The building site is between 20 and 21 foot elevation and the flood level is 16 foot. Please see the attached flood plain map:` The fill was done prior to the requirement for compensatory watershed replacement so it did not participate in this program. • • • • • • • • • Architecture Space Design Store Planning 1 122°I3'07'• • 47928'07" 1 •s ,. .' - • ,•a', «:: /.ZONE'S AE :�- lir ZONE AE , 'C'.... cilill 10 ,,,: .'uNe ZONE AH (EL 24)'_ ' SOUTH • r y 1 rg1 < °i • • • • • • - t'sv• N• psi • 1 +i SOUTH . FLOODING EFFECTS 111,*V4-t,— . ?- FROM SPRINGBROOK 19 ' CREEK . ., '• ' teRS, if,S*14 • .: :,, ,,:.; ,.„.;., i .. i . - . . . -. : A. • .. Y .a • SITE -, ,,,,),:iii:,,,T:: . . . . -_-, .•, . .. 1. " :';;:' FLOODING EFFECTS,, I. ti QK `;C +a , FROM SPRINGBRO • ' SW 27TH STD • CREEK 1 'ZONE I • • AE• o w it # ~ z Volume and Type of Traffic "People will be running around here at all hours!" Shurgard is very sensitive to the needs and concerns of our neighbors. The misperception is that self storage sites are noisy and create a lot of traffic and commotion. The truth is quite the opposite. The Institute of Transportation Engineers (4th Edition) sites the following statistical data for comparison of self storage to other land uses: Self Storage 2.60 trips per 1,000 square feet General Office 16.50 trips per 1,000 square feet Medical Office 34.17 trips per 1 ,000 square feet Supermarket 27.00 trips per 1,000 square feet Specialty Retail 40.60 trips per 1,000 square feet Discount Store 70.10 trips per 1,000 square feet And there's more. . . Jordan-Valli Architects, Inc., prepared an analysis for the Office of Environmental Review for the City of San Francisco's Planning Department. The report was intended to provide a general overview of a proposed project's traffic generation rate, vehicular circulation, pedestrian circulation and loading requirements. The report's summary stated: "The traffic impact from the proposed project would be insignificant due to the low trip generation and even trip distribution throughout the day. The projects loading facilities are ample to serve the project and the one way circulation will facilitate traffic flow." Along with traffic comes parking. Jordan-Valli, in a report to the City of San Jose's Department of City Planning and Building, stated: "Self storage projects are characterized by very low levels of traffic and thus, have relatively few parking spaces to meet the demand . . . Existing storage customers typically visit their unit once in a 60 day period. Higher access rates do occur, however, they are not the norm. Customers spend on average about 15 minutes at their sSopa a and then exit the facility." DEVELOPMENT PL'ANc li CITY OF RENTON DEC 08 1999 RECEIVED ENTITLEMENT ISSUES -11 . 5.1 OBJECTION: Self storage is noisy and creates a lot of traffic and commotion. REBUTTAL: • Self storage is a low intensity land use with low traffic generation and low noise impact in that it remains relatively quiet during 111 business hours and is closed at night. • • Traffic Self storage as a land use generates the lowest level of traffic as compared to Commercial/Retail/Office or Industrial land uses. The Institute of Transportation Engineers (4th Edition) sites the following statistical data for comparison of self storage to other land uses. Self Storage: 2.6 Trips per 1000 Square Feet Elf General Office: 16.5 Trips per 1000 Square Feet -:� Medical Office: 34.17 Trips per 1000 Square Feet Supermarket: 27.0 Trips per 1000 Square Feet Discount Store: 70.1 Trips per 1000 Square Feet Specialty Retail: 40.6 Trips per 1000 Square Feet The above illustrates that self storage projects generate approximately 6 times less traffic than a general office, 13 times less traffic than medical office, 10 times less traffic than a supermarket, 26 times less traffic than a discount store and 15 times less traffic than a specialty retail store would generate. The traffic to a self storage is normally offset from peak morning and afternoon commute periods further reducing the impacts. • Screening of Loaning Areas Shurgard's design standards and sensitivity to surrounding uses dictate that loading areas be screened from public view. A typical facility utilizes perimeter buildings to screen internal storage areas, loading zone and any direct views into storage spaces. This design feature also serves to contain noise from vehicles and loading activities. Utilizing the perimeter buildings as acoustical buffers are very effective in maintaining peaceful conditions to the neighboring properties. Internal lighting is similarly blocked from impacting neighbors. Large trucks are a relatively small percentage of the vehicles entering a facility and when they do, are screened from public view. All of these factors combine to make a Shurgard facility one that is sensitive to it's neighbors and one with minimal impacts to the community. • Impact on Infrastructure -. As with traffic impacts, self storage has a minimal impact on infrastructure such as sewer, water, and electrical service. A typical facility will utilize on unisex rest room which produces less sewer impact than an apartment would. Water utilization is minimal with the largest amount being devoted to landscape irrigation. Electrical requirements for self storage are considerably less than other building types. Overall electrical demand is less than 1/2 of the requirement for a similarly sized office building or retail center. I I I I I • +isl! 1, ,y t 4f 'i •, 1 "'iS11f fl , t S !71 lru 1 tt In tl t14 (1 t 1U '{pl Sf t11.1 1'.;i i . •I 1 w ! , )i , I I I Ir11� } it i I in t g.Tk i 1 rf',z 1 ,rlgi:ii< Specialty Retail ! ! !1 !11ltp([tr (• fly, i f• 11 I •iI{(.i S�}11i{I �f it{ i{i 111 }' !t I;i(fll 1 ! �'li{Pky Ilk.Fi !I S t 40.6 P hY j,p1� ! , i ,l.b I1 Ii , l:v wi ti.tt,, i !1,1 i 1 i l ii o II}t iti ,itliil l ii ( i 1 ii i I`i l 4.4 ! 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(.t .,s!,i;�'•,j,"�lSCOUnt$tOfB .t. 4;u�{ �• �t,�,1 [ .Ifl,I ,i! I!"i44 Ill' t ' i ,!:.��` .i ib1 4• :a,. •!y`■ ! ,� , ( •H,,.,7�,;. } t {E,„j1SS r j• 11 '1•I,e! �l;�;i;iiita• :ei`l nitr,tI ,',I `•i 'iiliv'' 1 ,ii 4,1;' l� } ti.3 t, •i Gyi. !'it,,:di I'?I,11fl : 'litl.• . 7 ,111.11i) �'i I•,1:. i ! i - li::, ; 70.1 ,.� !G `` 11 i ii,} { I t ! �1 , !H }.,. i ,it ,,! r: p} U Qj{�I' t11, .ak',1S(1 , ',, .�s..l..f' LW.i. !tt SSi '.' , . }4 :l -; !! •�,ti•'S-}iga.l wsi , ••:i.l V f ,! :y l i�L.l,y i. till• 1l..y,ri.:r 'i i, + . .ii•r 1 r,.•:{I It ?;, 7 i.f<. • I !: '1:. 1a"" u li:. F`A II�:Nxil��I�,1kt.li,f..,lilt .�...6W}.G.±a!} .!1i.t:.•:c11::<, e tt,1 i .,h t ;tf;, •� f'''!�;�; : t: F I i , t i h„-,1 ,t:.? `-f1' ..'i 1,.1t ,f, ):' `�t. • �. � k.,.,r :kl., •s {f.: ,1:3tE..,.t:s .r, ;tt. s i;~ ck6 yi i::,t,:.I;.O. U. :l,., ..!•i..11E tt.:........0<C..,S'.i,.ta,::$ prr vt,::',^.r 7 t {i, it 1 Il ! r , 'i'i f t i i , t {{,�' it:ii;s�,ir 1 it VI il,,: i it ill , , y t II t l ,y I i . i'• y 1` , 1 l ti I h 1 ? L 11 1 y ( t, i f Supermarket �Al t! il�Qi•t•i,{ !,'' ilt 1 Il �f i t l i ' 11 1.41 1 ! i y: 1 S• ( • • .. (I fl 'tFi i i 11 I it V 1 ( f 1 1 i , H ,I �, 1�i• 27 •tl .. litil � 1`1 thj� i '4((if� ),1 i;;': ,iiil iliiitlI ii�:1..',;!ilt ;i,� }T.. .a.:.! ;is_ `•'• LF{it.:tlilit�...ty„{l.!fnil.!.lr....l.r!1.1ui(�,. [111.14.., `i1,u, tri r3L ,!'1� , i 11 ! ! 0 II t ,! ! 11 11 1 : {!1 ,1 (! ! f ! i p 1 , ! i1, 1 I, 1 it ! f I 1y 111 ' 1 f• i 1 s ' Medical OfficeIt 4,l l ! i„ iif! ( � `' :, ,'t t I i i 34.17 It ,I) 117 •i lift i, ii 1. 1 l 1 1 s•, i !•!i 11LI,Ci•'..•,. ..,!.,•.i,i .Vt,,,..,•t,i•tm,,,? ,ii., I.L,t,i•t•:r...I 1.I,Ir1,•1,:II li:,H.•.;,t i •i •i ! hii T n , r,, (t.in�1• i" i Ilhi I'i! d ri l 11, it i l`1t, ! Ill.j•'1 General Office ;11i,,t 7 4 alit, ' i E,I"1`,•,f�'I•..i1 1 Y1.1,4.1, 18.5 • l i{, '•,' •S: a'';;I.h.i;• i:11;;;,- '11.!a;!<vhl'•i:!, l!I,ttL:;::i!i:ifr'!..,.°ili: •iaii:!7:ii:(?Ilia;;is>•r:u :.i ' • .11111,1 .. ..i Self Storage iiE'i.fi,til 2.8• • ' ,,fit;:, i. i. 0 10 20 30 40 50 60 70 80 TRIP GENERATION RATE/1000 SOFT source :Institute of Transportation Planners. ENTITLEMENT ISSUES 5.2 OBJECTION: Who uses self storage anyway? REBUTTAL: • The users of self storage come from all sectors of the community and all walks of life. Residential customers make up the largest percentage of customers followed by commercial/retail and institutional users. Residential customers typically store household goods, recreational items, personal records, etc.. As homes and closet space continue to get smaller and smaller the practicality of utilizing self storage to make up the difference increases. Self storage facilities are frequently used during a families move to temporarily store furniture and other belongings. College students, military transfers and retirement all contribute to the growing demand for storage. Commercial / Retail customers are an increasing segment of self storage customers. Self storage is a useful tool for managing fluctuating inventories needs for seasonal sales. Accounts, attorneys, doctors and other professionals store business records, files etc., due to statutory requirements for maintaining records. School districts, governmental agencies, hospitals, churches, etc., are all regular customers of self storage facilities 410 , ENLEMENT ISSUES 5.3 OBJECTION: Self storage facilities belong buried in an industrial area, not around my residential Iproperty. REBUTTAL: • Self storage project can be designed to be good neighbor in any • zone. The trend in zoning for self storage has been to bring them out of industrial areas and to site them near the customers they serve. This recent trend has been triggered by the fact that Planners have realized that self storage can be designed to be compatible with many different land uses including commercial and residential zones. Self storage as a land use has been demonstrated to be very compatible with many different zone classifications. Shurgard's approach to facility design, usually employees the "Fortress" or perimeter building method. This design allows for complete containment of storage activities visible only to internal areas of the projects. Controlled access means enhanced security for all adjoining neighbors. Hours of operation can be very compatible with adjacent properties with the facility being closed at night. With minimal traffic generation and a peak traffic volume occurring at mid day or on weekends, the traffic is"Offset' from morning, afternoon commute periods. Self storage facilities serves both the residential and retail customer by being conveniently located and easily accessible. Shurgard design standards employ enhanced materials and encourage an overall superior project aesthetically. Exterior lighting, landscape materials aesthetic treatments can be designed to be compatible with all adjacent uses. I • ENTITLEMENT ISSUES 5.4 OBJECTION: Self-storage use poses a greater risk of fire than other property uses. REBUTTAL: • • Deans & Homer, the industry leader in self storage insurance programs nationwide, concludes self storage use presents a lower risk than other property uses, and further, Shurgard's facility design and operational procedures are above and beyond industry standards thereby reducing their fire risk in comparison to other operators in the industry. According to Deans & Homer, Insurance Managing Underwriters, the self storage industry presents a fire risk that is substantially less than the risk presented by many other business operations and property uses, including retail businesses, light industrial and multi-family residential uses. Deans & Homer has reviewed portions of Shurgard's Design Standards pertaining to fire safety issues. Deans & Homer concludes that Shurgard constructs self storage facilities that often exceed local ordinance requirements. Due to Shurgard's standards, Shurgard receives maximum insurance rate credits for their hazard reduction systems. Please refer to a letter from Scott Lancaster of Deans & Homer evaluating the fire hazard risk of Shurgard Storage Facilities. In addition attached is the portion of the Design Standards outlining our standard hazard reduction systems. A draft letter is attached. Mark Hall and I have reviewed this letter and requested some changes and provided Mr. Lancaster with more information. A final draft will be available by July 8, 1996. • Shurgard manages each of their self storage facilities with procedures designed to minimize hazard risks,such as fire. Paragraph 2 of Shurgard's self storage lease prohibits the storage of explosive or highly flammable materials, hazardous materials, toxic chemicals, gasoline or other substances whose storage or use is regulated or prohibited by local, state or federal law or regulation. In addition, Shurgard sends a note to each new customer to verify the street address provided by each tenant. • Please refer to a copy of the Shurgard Self-Storage Lease. • Historically, self storage use presents a very low risk of loss due to fire - incidents in comparison to other property uses. • Information is pending. Data for the state of Washington to be provided by SunPro will be available on Wednesday July 3, 1996. I have contacted the Secretary of the National Fire Information Council, Mike Franks. He is sending to me a list of all the program managers that maintain this information. Forty states currently collect information. It is our plan to contact the states that we am currently developing in to obtain further information. • • • • I i Dec 03 99 01 : 52p GEOTECH CONSULTANTS, INC. (425) 747-8561 p. 1 0 Ii�jh Northeast 20th Sftccr.Suite 16 3 i3c TEC Wa:htn±ton y?{Or)5 CONSULTANTS, INC_ (425)747-5618 )AX(4. ,47-8561 TU ili�i December 3, 1999 JN 99434 ®J C6TY OF RE{� Peter Schroeder Architects DEC 0 6 1999 1904 Third Avenue, Suite 1005 a Seattle, Washington 98101 RED,' �n ED Attention: Michael Barnett Subject: Transmittal Letter— Geotechnical Engineering Study Proposed Shurgard To Go Storage Facility Warehouse 2233 East Valley Road Renton, Washington Dear Mr. Barnett: We are pleased to present this geotechnical engineering report for the proposed Shurgard warehouse to be constructed at 2233 East Valley Road in Renton, Washington, The scope of our work consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design criteria for foundations and pavements. This work was authorized by your acceptance of our proposal, P-5056, dated November 3, 1999. The subsurface conditions of the proposed building site were explored with four borings that encountered approximately 5 feet of slightly silty, sandy fill over approximately 8 feet of highly organic silt with peat. Below the peat and highly organic silt, we observed layered medium-grained sand and slightly plastic silt. The major geotechnical consideration for the construction of the building will be reducing the potential for post-construction settlement of the foundation and slab. We recommend that the site be preloaded to induce settlement prior to construction activity, but conversations with the client indicate that, due to time constraints, preloading is not feasible. If settlement of the structure and slab can be tolerated, the structure could be constructed on a steel-reinforced conventional foundation placed on the existing fill. Up to 6 inches of settlement should he expected over a 30-year period. Differential settlement is difficult to predict, but we would estimate it would be approximately one-half of the total settlement over the length of the building. If the settlomcnt cannot be tolerated, then the building would need to be supported on deep foundations. Typically. a metal-framed building can withstand considerable settlement. Dec 03 99 01 : 52p GEOTECH CONSULTANTS, INC. (425J747-8561 p. 2 Peter Schroeder Architects JN 99434 December 3, 1999 Transmittal Letter- Page 2 The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or if we can be of further assistance during the design and construction phases of this project. Respectfully submitted, GEOTECH CONSULTANTS, INC. 114 James R. Finley, P.E. Principal JRF; alt GEOTECH CONSULTANTS,INC. Dec 03 99 01 : 52p GEOTECH CONSULTANTS, INC. t425) 747-6561 p. 3 GEOTECHNICAL ENGINEERING STUDY Proposed Shurgard To Go Storage Facility 2233 East Valley Road Renton, Washington This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed Shurgard To Go Storage facility at 2233 East Valley Road in Renton, Washington. We were provided with a site plan. Peter Schroeder Architects developed this plan dated October 21, 1999. Based on this plan and conversations with Mr. Michael Barnett of Peter Schroeder Architects, we anticipate that the proposed storage warehouse development will consist of 31,970 square feet. This one-story metal frame warehouse is expected to be 38.5 feet in height, The foundation column loads are expected to be 36 to 72 kips. The structural engineer is proposing that the interior columns be independent of slab, and that the exterior foundation be tied Into the reinforced slab. SITE CONDITIONS SURFACE CONDITIONS The Vicinity Map, Plate 1, illustrates the general location of the site. Located on the west side of East Valley Road, the property also borders Southwest 21st Street and Southwest 23rd Street on the north and south, respectively. Street access is from East Valley Road. The site is generally rectangular in shape and approximately 171,600 square feet in size, The property is being utilized as a small unit storage facility with six existing structures. Each of these structures are subdivided into small units with garage access. The remainder of the lot is covered with asphalt and is used as driveway access to the building and parking. Two of the existing structures and half of three other structures will be demolished for the proposed placement of the warehouse. The warehouse is proposed to be on the northern half of the property. The lot is generally flat with a slight grade for surface water drainage. The entire property is elevated approximately 5 feet above the surrounding properties. Adjacent lots, including East Valley Road, are lower in elevation. SUBSURFACE CONDITIONS The subsurface conditions were explored by drilling four test borings at the approximate locations shown on the Site Exploration Plan, Plate 2. The field exploration program was based upon the proposed construction and required design criteria, access, the subsurface conditions revealed during drilling, and the scope of work outlined in our proposal. GEOTECH CONSULTANTS,INC. Dec 03 99 01 : 52p GEOTECH CONSULTANTS, INC. (4251747-8561 p. 4 Peter Schroeder Architects J N 99434 December 3, 1999 Page 2 The borings were drilled on November 12, 1999, using a mobile drill B-61 truck-mounted, hollow- stem auger drill. Samples were taken al 5-foot intervals with a standard penetration sampler once native material was reached. Samples were taken at a 2.5-foot interval for Boring 1 to better characterize the thickness of the suspected organic material. The split-spoon sampler, which has a 2-inch outside diameter, is driven into the soil with a 140-pound hammer falling 30 inches, The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency A geotechnical engineer from our staff observed the drilling process, logged the test borings, and obtained representative samples of the soil encountered, The Test Boring Logs are attached as Plates 3 through 6, The borings encountered approximately 5 to 6 feet of slightly silty, sandy fill over approximately 8 feet of highly organic silt with peat layers. The peat is wet and fibrous, Below the peat and highly organic silt, we observed layered medium-grained sand and slightly plastic silt. The alluvial sand and silt layers were loose to medium-dense at best within the depths of our borings_ Groundwater Groundwater was observed at a depth of 19 to 22 feet. The test borings were left open for only a short time period. Therefore, the 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 perched groundwater conditions near the original ground surface during wet weather. The final logs represent our interpretations of the field logs and laboratory tests. 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. If a transition in soil type occurred between samples in the borings, the depth of the transition was interpreted. The relative densities and moisture descriptions indicated on the test boring logs are interpretive descriptions based on the conditions observed during drilling. The compaction of backfill was not in the scope of our services. Loose soil will therefore be found in the area of the test borings. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. CONCLUSIONS AND RECOMMENDATIONS GENERAL The native organic soils encountered in our test borings under the structural fill is highly compressible. The sand and silt underlying this compressible material is loose to medium-dense. Settlement will occur over time due to fluctuations in groundwater level, decay of organics and consolidation due to the weight of the existing fill and the new weight of the proposed building and its contents. In our memo dated November 17, 1999, we outlined three possibilities for reducing the potential for post-construction settlement of the foundation and slab. They are reiterated here: GEOTECH CONSULTANTS,INC. Dec 03 99 01 : 52p GEOTECH CONSULTRNTS, INC. [425] 747-85S1 p. 5 Peter Schroeder Architects JN 99434 December 3, 1999 Page 3 . The proposed footprint of the building could be preloaded with approximately 7 feet of surcharge fill for approximately a 2-month time period. Once sufficient settlement of the compressible soils has occurred, the proposed building can be constructed on conventional footings bearing directly on a minimum of 24 inches of structural fill. The surcharge fill does not have to meet any specific requirements, except that it should have a minimum in-place total density of 120 pounds per cubic foot (pef). However, if the surcharge fill is to be used later as fill on another part of the site, we recommend it meet the requirements for structural fill, i.e,, contain no organics and be compactible. 2. The compressible material underlying the proposed footprint of the building could be removed down to the less compressible material below. Based on the boring information, this would require cuts of 13 to 17 feet in areas and the possible use of temporary shoring in the proximity of the existing buildings that are not going to be demolished for the current project. This amount of excavation and temporary shoring thus is not feasible from an economic standpoint. 3 The building and slab could be supported with a deep foundation system such as augercast piers, driven pipe piles, or other types of deep foundation. The borings performed did not encounter suitable bearing soil in the 29 feet drilled in the first four borings. Two additional deep borings of approximately 70 to 80 feet would be required to examine the potential depths of the piers, We recommend that the site be preloaded prior to construction activities to limit post-construction settlement as outlined above. However, if post-construction settlement can be tolerated by the building, the structure could be constructed on a steel-reinforced conventional foundation and slab placed on the existing fill. Approximately 6 inches of settlement should be expected over a 30-year period. The rate of settlement will be relatively slow and the amount of differential settlement may only be one-half of the total settlement. The 5 feet of existing fill will distribute foundation loads and reduce the amount of differential settlement. CONVENTIONAL FOUNDATIONS The proposed structure can be supported on structurally reinforced conventional continuous and spread footings bearing on fill material underlying the asphalt cover or on structural fill placed above this fill material. See the later sub-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. We recommend that continuous and individual spread footings have minimum widths of 16 and 24 inches, respectively. They should 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. An allowable bearing pressure of 1,500 pounds per square foot (psf) is appropriate for footings supported on fill material underlying the asphalt cover. A one-third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design GEOTECH CONSULTANTS,INC, Dec 03 99 01 : 53p GEOTECH CONSULTANTS, INC. (425.1747-9561 p. 6 • Peter Schroeder Architects Al 99434 December 3, 1999 Page 4 criteria, it is anticipated that the total post-construction settlement of footings founded on sandy fill material directly underlying the asphalt cover, or on structural fill up to 5 feet In thickness, will be up to 6 inches, with differential settlements on the order of 2 inches in a distance of 50 feet along a continuous footing with a uniform load. This settlement is expected to occur over a period of time up to 30 years. 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 fatter 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 design values for the foundation's resistance to lateral loading: r-PARAMETER I DESIGN VALUE Coefficient of Friction 0.40 Passive Earth Pressure 400 pcf —J Where;(I)pcf is pounds per cubic foot.and(ii)passive earth pressure is computed using the equivalent fluid density. We recommend a safety factor of at least 1.5 for the foundation's resistance to lateral loading, When using the above design values. 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 soil within 100 feet of the ground surface is best represented by Soil Profile Type Ss (Soft Soil). The site soils have a moderate to high potential for seismic liquefaction because of the loose soli conditions. The existing fill pad will mitigate some of the effects of seismic liquefaction by providing confining pressure. Some settlement will occur in the event of a large earthquake. This settlement will be on the order of that predicted for long-term static loads. SLABS-ON-GRADE The building floors may be constructed as slabs-on-grade atop the sandy material underlying the asphalt cover, 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 later in PERMANENT FOUNDATION AND RETAINING WALLS. As noted by the American Concrete institute (ACI) 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 GEOTECH CONSULTANTS.INC. Dec 03 88 01 : 53p GEOTECH CONSULTANTS, INC. (425) 747-8561 p. 7 Peter Schroeder Architects JN 99434 December 3, 1999 Page 5 or products, ACI 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 ACI, is a product with a water transmission rate of at least 100 times less than that of a vapor retarder. 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. We recommend placing concrete slabs over at least 1 foot of structural fill or recompacted existing fill to provide more uniform support for the slab where the subgrade is soft or settles more rapidly than the surrounding ground, 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. PERMANENT FOUNDATION AND RETAINING WALLS 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 design parameters are for walls that restrain level backfill: PARAMETER DESIGN VALUE Active Earth Pressure* 35 pcf Passive Earth Pressure 400 pcf Coefficient of Friction 0.40 Soil Unit Weight 130 pcf Where:(I)pcf Is pounds per cubic foot,and(II)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 the height of the wall should be added to the above active equivalent fluid pressure. • GEOTECH CONSULTANTS,INC. Dec 03 99 O1 : 53p GEOTECH CONSULTANTS, INC. (425.I747-8561 p. 8 Peter Schroeder Architects JN 99434 December 3, 1999 Page 6 The values given above are to be used to design permanent foundation and retaining walls only. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. 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. 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 the walls from being overloaded by the higher soil forces that occur during compaction. Retaining Wall Backfill and Waterppofing Backfill placed behind retaining or foundation walls should be coarse, free-draining structural fill containing no organics, This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. For increased protection, drainage composites should be placed along cut slope faces, and the walls should be backfilied with pervious soil. The 'purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build-up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backflled walls to reduce the potential for surface water to percolate into the baekfill. The sub-section entitled GENERAL EARTHWORK AND STRUCTURAL FILL contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. EXCAVATIONS AND SLOPES No excavated slopes are anticipated other than for utility trenches. 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, away from property lines, utilities, and existing structures, if there are no indications of slope instability. Based upon Washington Administrative Code (WAC) 296, Part N, the soil at the subject site would generally be classified as Type C. Therefore, temporary cut slopes greater than 4 feet in height cannot be • GEOTECH CONSULTANTS,INC. Dec 03 99 0f: 54p GEOTECH CONSULTANTS, INC. C425) 747-8581 p. S Peter Schroeder Architects JN 99434 December 3, 1999 Page 7 excavated at an inclination steeper than 1.5:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. We anticipate that deep trenches will require shoring. The above-recommended temporary slope inclination is 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. Utility contractors should be made especially aware of this potential danger. DRAINAGE CONSIDERATIONS Foundation drains are not required except where the outside grade does not slope downward from a building. 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. Drainage should also be provided inside the footprint:of a structure, where an excavation encounters significant seepage, or an excavation for a building will be close to the expected high groundwater elevations. We can provide recommendations for interior drains, should they become necessary, during excavation and foundation construction. 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 7. For the best long-term performance, perforated PVC pipe is recommended for all subsurface drains. 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 and away from the tops of slopes. 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. PAVEMENT AREAS The pavement section may be supported on competent material underlying the asphalt or on structural fill compacted to a 95 percent density. 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 may be needed to stabilize soft, wet, or unstable areas. To 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 GEOTECH CONSULTANTS, INC. Deo 03 99 01 : 54p GEOTECH CONSULTANTS, INC. [4251.747-85G1 p. 10 Peter Schroeder Architects JN 99434 December 3, 1999 Page s 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 NI the compaction of structural fill beneath pavements are given in a later sub-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. It is very important that existing foundations be removed before site development. 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 placed under 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 compacted to specifications, it can be recompacteci 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: LOCATION OF FILL IVIINlMUM RELATIVE 1 PLACEMENT COMPACTION Beneath footings, slabs 95% or walkwa • a _ Behind retaining walls 90% 95%for upper 12 inches of Beneath pavements subgrade; 90% below that level GEOTECH CONSULTANTS, INC. y _ TECHNICAL INFORMATION REPORT FOR SHURGARD TO GO STORAGE 2233 EAST VALLEY ROAD RENTON, WASHINGTON OWNER: SHURGARD STORAGE BY s\isk,o'c't ° Edward C. Robison, P.E. C E&L Civil Engineering �E 4102 N Orchard Str, Tacoma, WA 984 , C7 (253)756-6879 $ o WA if wee o0d 29129 DATE: �°.c '4b/s7ERF9 w� 20 OCT 1999 sioNA,E146 2 DEC 1999 EXPIRES: ��5� STORM DRAINAGE REPO_. . Shurgard To Go 223 AST VALLEY ROAD TABLE OF CONTENTS Section Title Page 1 Project Overview 3 2 Preliminary Approval Conditions Summary . 3 3 Downstream Analysis 3 4 Detention Analysis and Design 4 5 Conveyance System Analysis and Design . . 4 6 Special Reports and Studies 4 7 Community Planning Areas 4 8 Other Permits 4 9 Erosion/Sedimentation Control Design . . . 5 10 Bond Quantities Worksheet 5 11 Detention Facility Summary Plan 5 12 Maintenance and Operations Manual 5 • Appendix 1 Figures and Exhibits 2 Storm Drainage Facilities Maintenance and Operation Manual 20 Oct 1999 REV 12/2/99 page 2 STORM DRAINAGE REPO] Shurgard To Go 223=. .SST VALLEY ROAD 1 PROJECT OVERVIEW Building permit and site development/grading/drainage permit to tear down three existing buildings and part of three other buildings to construct a new warehouse storage facility with a total proposed size of 31,970 sf. Site address: 2233 East Valley Road, Renton, WA Drainage Basin: Springbrook Creek The project site is a rectangle with dimensions of approximately 488 feet by 353' feet with a total area of 4.057 ac. Currently the site is about 95% impervious. Proposed Current Area (SF) Area (SF) Impervious (Tot) 155,994 157,509 Pavement/Gravel 67,541 71,803 Buildings 88,453 85.706 Landscaping/Grass 20,743 i ci,228 Total project area 176,737 176,737 Site vicinity and basin map is included in appendix 1. The site is located within the flood zone of Springbrook Creek. Fill on the site has elevated it by about 5' so the constructed area is above the 100 year flood elevation. 2 PRELIMINARY CONDITIONS SUMMARY The project is a reuse of an existing site and there are no stated preliminary conditions.. 3 DOWNSTREAM ANALYSIS This site currently discharges through a 10" corrugated metal pipe near the center of the south property line. The drainage flows westerly along the edge of the site and the pipeline right-of- way in a shallow vegetated swale about 250'. Just west of the site the flow disperses into a wetland area. This wetland area discharges into a vegetated channel about 200' west of the site and flows about 800 feet to a recently installed 24" steel pipe under SW 23rd St at Lind Ave S. This pipe discharges to a tributary to Springbrook Creek which flows under Lind Ave at this point. The low lying area to the west of the site bounded by Lind Ave to the west, 21st to the north and 23rd St to the south collects significant water during the winter and is frequently inundated. 20 Oct 1999 REV 12/2/99 page 3 STORM DRAINAGE REPOI_-- Shurgard To Go 223 _AST VALLEY ROAD 4 DETENTION ANALYSIS AND DESIGN Currently the site has no detention. This project does not propose to install any detention or retention. This project will not have any effect on current runoff characteristics except to slightly reduce it because of the slight reduction in total impervious area. The downstream channel and wetland provide substantial detention capacity. This project will not modify any of the existing downstream conditions nor increase runoff rates or quantities. 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN The site has an existing closed conveyance storm drainage system consisting of catch basins interconnected with 6" to 10" CMP. This project proposes to modify the existing system by removing 3 existing catch basins and installing 4 new catch basin. The existing system is adequate for the flows currently experienced and the project will not add any new flows. 5.1 WATER QUALITY Currently the site has no water quality features of any kind. The runoff from the site receives treatment by flowing through the vegetated swale in route to the wetland area. The soil in this area is a loose peat capable of trapping most pollutants. The vegetated swale in route to the wetland area provides a very high level of treatment with near 100% removal of suspended solids and oils. Additionally it should have a high removal rate for nutrients. This project proposes to provide additional protection by installing a spill containment type oil • water separator in a new 60" diameter type 2 catch basin on the existing outlet pipe. This will serve to trap spilled oils so that they are not transported off the site. Site operation will not permit storage of hazardous substances. Additionally all storage will be indoors. The only potential for hazardous materials spills are from vehicles operating on the site. Since no vehicle maintenance or fueling will be permitted the spill potential will be minimal. 6 SPECIAL REPORTS AND STUDIES There are no on site wetlands, slopes or other features mandating a special report. The site is adjacent to wetlands off the site. 7 BASIN AND COMMUNITY PLAN AREAS 8 OTHER PERMITS No other permits should be required for this project. 20 Oct 1999 REV 12/2/99 page 4 STORM DRAINAGE REPOL_ Shurgard To Go 223; v .SST VALLEY ROAD 9 EROSION AND SEDIMENTATION CONTROL DESIGN. The proposed work is confined to existing paved areas therefore potential for erosion is extremely insignificant. only limited erosion control facilities are required for this project. This involves installation of catch asin potential to stop fines from the demolition and construction debris from washing into the storm drain. A rock construction entrance will not be required since the haul vehicles will be operating on only paved or gravelled surfaces. 9.1 PERMANENT EROSION CONTROL Permanent erosion and sediment control will be accomplished by paving exposed area. 10 BOND QUANTITIES WORKSHEET The bond quantity worksheet is attached. 11 DETENTION FACILITY SUMMARY SHEET No detention.will be provided on the site.. 12. MAINTENANCE AND OPERATIONS MANUAL The Maintenance and Operations Manual is appendix 6. • 20 Oct 1999 REV 12/2/99 page 5 STORM DRAINAGE REPO-__ Shurgard To Go 223_ _AST VALLEY ROAD APPENDIX 1 FIGURES AND EXHIBITS 1.1 Proposed Site Plan 1.2 . . . 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Icsk,44,414zNib. .-L''' \ : :::r IL St • cci ii . . .-------- \ 1 , .. ,; r', "• _ - ii3 • 30 TZ3N RSA W 112 p _ soe _ 1 `` ZONING • L f arm.asav 19 T TREWi/2 • SHURGARD STORAGE 12/3/99 page 1 Santa Barbara Unit Hydrogragh Site SHURGARD STORAGE, 2233 EAST VALLEY ROAD _ Storm Frequency _ 2 Year 10 Year 100 Year Rainfall, P (24 hour) inches 2 2.9 3.9 1 EXISTING peak flow (cfs) 1.958 2.951 4.051 Proposed Peak flow (cfs) _ 1.950 2.943 4.044 Subbasin [ PROPOSED EXISTING Pervious area (acres) 0.476 0.441 Curve Number 9 0 9 0 Soil Storage S 1.111 1.111 Initial Abstraction is 0.222 0.222 ,, Impervious area (acres) 3.581 3.616 - Time of Concentration Tc min 5 5 Routing constant w 0.500 0.500 Total Area 4.057 4.057 RUNOFF RATE-POST CONSTRUCTION 5.00 4.00 F I 0 w 3.00— R { > a t e 2.00- -- c f s 1.00 /74 Z \ N. \ 100 year/24 hour Diu /2rki i nlC _ r o.00 , , , I 1 I I , I 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 Minutes E&L Civil Engineering 4102 N Orchard St. Tacoma,WA 98407 (253)756-6879 King Countyfoepartment of Development and.Envirc :::: ntal Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 .:PROJECT OWNERAND Part;2:.PRO.JECT,LO,CAT1ONAND. . 'PROJECT ENGINEER :DESCRIPTION' Project Owner Project Name L churr.d ��orof e-- . SLur,d:e To GO Address Location l /55 yAllcy Sf 114 5 "N" i✓H Township Z.3 H Phone Range S ZO6.- SZ 3?S/ Poc Grex/"1oore SW adSection Project Engineer E we - I:obrso�1 Company f✓irL (A/l Address/Phone 2_5"3-755--6 '1?arf.3 TYPE QF'PERM1T Part 4 OTHER REVIEWS AND.PERMITS 'APPLICATION Subdivison DFW HPA Shoreline Management Short Subdivision COE 404 Rockery Grading DOE Dam Safety Structural Vaults om ercial FEMA Floodplain Other Other COE Wetlands • • Part 5'.,SITE COMMUNITYAND.DRAINAGEBASIN Community . Drainage Basin B1a.Ck l-s Ire r r :Part 6` SITE CHARACTERISTICS River Floodplain Wetlands Stream Seeps/Springs Critical Stream Reach High Groundwater Table Depressions/Swales Groundwater Recharge Lake Other Pi'Ncd. -Elo�� p/cu1►1 Steep Slopes Part.7 :SOILS Soil Type Slopes Erosion Potential Erosive Velcoties Or h1 c- 6rart 1 n fo S0 9'0 5/ ti - Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT Ch.!4-Downstream Analysis //O rl e. Additional Sheets Attached Part9 ESCREQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION Sedimentation Facilities Stabilise Fxnosed Surface Stabilized Construction Entrance Remove and Restore Temporary ESC Facilities Perimeter Runoff Control Clean and I Silt and Debris Clearing and Graing Restrictions Ensure Operation of Permanent Facilities Cover Practices Flag Limits of SAO and open space Construction Sequence preservation areas Other Other Co-tch bastr► -ofccfrai • • Part'i 0.,`SUREFAC WATER'SYSTEM;...; Method of Analysis Grass Lined Tank Infiltration Channel Vault Depression Pipe System Compensation/Mitigati Energy Dissapator Flow Dispersal on of Eliminated Site Open Channel Wetland Waiver Storage Dry Pond • Stream Regional Wet Pond Detention Brief Description of System Operation Co.4F /:+;.ch bas L✓/th GIose 1 onveycnc- /4 �' C l r5 E LAG f 1, 10 e.r'n i S T/✓l C-L/Ci Y!I7 e Facility Related Site Limitations Reference Facility Limitation Part11 STRUCTURAL ANALYSIS Part12. EASEMENTS/TRACTS Cast in Place Vault Drainage Easement Retaining Wall Access Easement Rockery>4' High Native Growth Protection Easement Structural on Steep Slope Tract Other Other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. Signed/ ate Site Improvement Bond Quantity Worksheet King County Department of Development&Environmental Services 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 Project Name: $hur arc 4-0 GO 5+0r‘ r Date: 3 PEC Location: Z Z- 33 e e 54- ✓a ll Cr Rd- SIERRA Project No.: SIERRA Activity No.: Note: All prices include labor, equipment, materials, overhead and Clearing greater than or equal to 5000 board feet of timber? profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in tie RS Means database. yes no If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 • • Unit prices updated 12/97 • Site Improvement Bond Quantity Worksheet ' .... .......................:....n..+..n...v...........}• ............ ... ......... :.;•.......:..vxx.......:....n.....• ....h... .. ..•.....::xv.t ....t. ...'n...}.. .tJ f��/ ::r}rr:ry:..k4%rim`{{::•}G'}$$ih ..nr...... ......nnr.•:;•.:tt.: .:n:::.:.....:.......x..r.:..}v•:•:...........................r..tw.tw::::x:.:. ...t\.:n ..I.t:$..J.....v,•. .: . +-{ ..1.. ii.v:}• i:3:.}:N v:1.•�:}. ..:......... ......................... nn{{�� ... .:,•}.:•..$r..v..t }:... rr t.}v..{..yRt{$•;xx:'.:^} .............•:::�+'•:.:\•$'}}:•::v: v:{?$::?{f•};:{+{•:\..... ..... ..:.:.x:,v,...x...t.......t........x.}::;•: .................t........:.:.:.. ....x..:t...r.......... ..t...... 1•l.Ii .::N::.. ..h,..... y } ..{r{{-: xX:< .....Mi.., •,. .,.,. t..t..t,..,,.t,...........:• }„..,..,...:t,..r. to ..., t ......:i:u .....{\ .v{: .,{.. }:4:-,}, ::{?t.. .. ...:.......t....... .... nn.. .....t.n......t..:....... .t..\t:............t..:.. ..... .:.. .. t.t..n S:v:;•:n:v..:..• ..t::? 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E������v��i�©.Irani=��t��ntT���.�:::..:.....t:.:::.:::::.::x.}::::at.:.::.::+ :.... .::::::.::::::v:.:..:........ -..:..� Backfill&compaction-embankment $• 4.89 CY Check dams,4'minus rock SWDM 5.4.6.3 $ 58.70 Each Crushed surfacing 1 1/4'minus WSDOT 9-03.9(3) $ 74.30 CY , Ditching • $ 7.03 CY l ' Excavation-bulk $ 1.30 CY ' ,'Fence,silt • SWDM 5.4.3.1 $ 1.20 LF , Fence,Temporary(NGPE) $ 1.20 LF , Hydroseeding SWDM 5.4.2.4 $ 0.51 SY Jute Mesh SWDM 5.4.2.2 $ 1.26 SY Mulch, by hand,straw, 3'deep SWDM 5.4.2.1 $ 1.75 _ SY _ , Mulch,by machine, straw,2"deep SWDM 5.4.2.1 $ 0.46 SY Piping,temporary, CPP, 6' $ 9.30 LF , Piping,temporary, CPP, 8' • $ 14.00 LF Piping,temporary, CPP, 12' $ 18.00 LF Plastic covering, 6mm thick, sandbagged SWDM 5.4.2.3 $ 2.00 SY Rip Rap, machine placed;slopes WSDOT 9-13.1(2) $ 33.98 CY , Rock Construction Entrance,50'x15'x1' SWDM 5.4.4.1 _ $ 1,273.34 Each Rock Construction Entrance, 100'x15'x1' SWDM 5.4.4.1 $ 2,546.68 Each • Sediment pond riser assembly SWDM 5.4.5.2 $ 1,695.11 Each - - Sediment trap, 5' high berm SWDM 5.4.5.1 $ 15.57 LF ', Sed.trap,5'high,riprapped spillway berm section. SWDM 5.4.5.1 $ 59.60 LF Seeding,by hand SWDM 5.4.2.4 $ 0.44 SY Sodding, 1'deep,level ground SWDM 5.4.2.5 $ 5.24 SY Sodding, 1"deep,sloped ground SWDM 5.4.2.5 $ _ 6.48 SY TESC Supervisor $ 65.00 HR Water truck, dust control SWDM 5.4.7 $ 85.00 HR rariringaMegiiiiiiiiiniiiiiiie........ .... ... . ........:.......r.:.....................:...:v w;•:::v:. ::•.v..:v:•}:{{{•x:•:wi.;•:.4:....»}......r..:....:n{;+n{{-:{?+..:.{v:::: n..•:.n;.::}}:•}:•}}::•,r.,.:i•. .....::.u}:x;•:::Y:n;::.r.:t•.x....:...:.. ..S::.:raw-.v:.................... .........:.•...... ... ...... ....... Call,bate- Pros of a�1 1 1 Z O Each 4 i '/ O,O 0 c- $ I 0 Fa-- it 50, 90 Catch F.�si n Fr Itc,r�6 - ESC SUBTOTAL: ' $ 5 6 a: OD COLUMN: A Page 2 of 9 Unit prices updated 12/97 S:PUBLIC\LUSD\LUIS\REFBD SITE BOND QUANTITY WORKSHEET Revision date: 8/22/98 Site Improvement Bond Quantity Worksheet v :f:C: f:LCfv�:T :::.q.�� .f}::fff:i:fr ..................... > k k M :`. 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S{::%}i{f;%f\: v. ..r...r..:r.r.r .....: .,:: .,... :.n•.vr::}•:::,x::. .......:.r...:....:� ..1 { ,....ti •}TJ }{},.. •:}::{ar" ..+.....r..uY: . J,:Y}. f:..#'.}.........,......:.:.. . : ..... .... ::.,.>.: :}:: .........:..... . ..,....... ... .....i.i:;:... Y..;.fY.�Tr.... t1ti.... -----p. �{ �t J,,Y `'pM .:.:::.,.::......�n13t............:N:_.:::�►tn � �st....::....::;; ::a',�ot� late <:>`�:<.:>;...- {?..{r{{{$r rr{J-A v.•.? .4:�N.w,{f.i+•w:;}::}k`w�{a'?C:•'•S`:?a':•}r:S•SS:r:. ti •::•. NQgti{^::•:i}}:::5•Tr:?Y: :7t':i?iS:•:w:n:::n+ H!MRiY::: ............... ... •• ... :�i�93 �i=f.Yf.va<fi,'x,:r;�fi:ar•••"r+ff:�B ::{a.<+.fxxtr:{.f}':{{{`{{.}}}}:. ::�Dltfpr�C�i•.,.::•'i:�:::!JlI�F•}:•-..� ...... .................. .............................................................•....:::::.�:•::::.�...::::::::;}'•.:a:xrrrrr.,;:{•;�,:<{a,}}:{:t:<..;:..;•:;::{.....:.:�f:�ftx:�;!ft:•}.•:;•r:•:t:•} •;:;{{{.}�tt.;.�.;,::::::+• ....r.... ..............:..... .......r....................... :..........:::•::•.::..+......r...r.:...r:.r::.r.r.rr+.X•..;,r..r::,.}.::::•:f•�;{.;:•}:.:.r:.;f.;T;T:{:{.;f::?:{;:f:;:::;`:;:fffv:•: GENERAUATEMSgiEM BaddW&Compaction-embankment $ 4.89 I CY B' &Compaction-trench $ 7.42 CY q S 7oq.qo Clearinemove Brush,by hand $ 0.31 - SY Clearing/Grubbing/Tree Removal $ 7,718.40 Acre _ Excavation-bulk $ 1.30 CY q Excavation-Trench $ 3.53 CY `S • 3 35.• Fencing,cedar,6'high $ 16.13 LF ' Fencing,chain link,vinyl coated, 6'high $ 11.69 LF :3 S 0 ii, O?/.,50 Fencing,chain link,gate,vinyl coated, 20' $ 1,105.92 Each 3 3 1?. Fencing,split rail,3'high $ 10.54 LF Fill&compact-common barrow $ 19.63 CY Fill&compact-gravel base $ 22.16 CY Fill&compact-screened topsoil $ 32.91 CY . Gabion,12'deep,stone filled mesh $ 47.23 SY Gabion,18'deep,stone filledmesh $ 65.09 SY . Gabion,36'deep,stone filled mesh $ 115.20 SY Grading,fine,by hand $ 1.76 SY E ,fine,with grader $ 0.83 SY 9 OOC> b, 6q0,00 N:__._...ants,3'long $ 117.50 Each - ' Sensitive Areas Sign $ 2.50 Each • Sodding,1'deep,sloped ground $ 6.49_ SY - . Surveying,line&grade $ 685.44 Day Z- 1 3 70-•8 Surveying,lot location/lines $ 1,353.60 Acre - Traffic control crew(2 daggers) $ 74.07 HR Trail,4'chipped wood $ 6.60 SY • Trail,4'crushed cinder $ 7.24 SY Trail,4'top course $ 7.12 SY Wall,retaining,concrete $ 38.40 SF • Wall,rockery • • $ 8.25 SF /� Page3of9 . • SUBTOTAL 0 0 '6, 'i O. 37 ...,... _...___ { . Unit prices updated 12/97 Site Improvement Bond Quantity Worksheet ................ .... .........................: ......... ... . .t;.. .:::::.: .:::.}:.: :>::: ` va lt::t1f:-:yta .. �taad itm';rousiiii� ti��:' <'' ':<``{><''> nprn: } : .. ......... .:..... .......................... .. .......................... -: . i...::::.::.: :.::::�:;•Y;::::: :::::::.•i{i:::.�:.i}:i;.};.; .:i..••:':.ti::;{}:i :.:C}:i:i::.i::.ii:::�:::.•:::i: .... ..... ..... .......pi:j.i.:.i:,..:ing::',E ig,•ii::.imii•i:: .. CI)Itiial;>:;;i:i�:S}: :?:;;c:.,;:::::............•.;..............................;.i::::::::::.�.., :•::::::•:.....,•..:.}}:;.;::::•:i:�ri:::` ..............:.:...................:.:.::.................:..:::::.......... ::::::.:. :.}:}}:... .:::::..�:....:. ... tz}:i: ::::::;:z;:;:;•o-:..�w;tf5t.r.,.:::.r.:,.. ..................�.............. Grit..:::::::::•.:•imp :..�::.:: ::..:�:�6ant:}; :.}:.:;.::}:.}}}::t�gsE...:i::•::-:::::::.Quan...::: ................................... tiiti :.:.............. .};:;:::;:::::<:>:::.:;<.}:.;:::.;><:>:<:>::»>:.:>::::.;:.::.}:.;:.};>:.:<::;<:»>:•>;;:.;:.}:.:;.}:.;:.:i.::isUnit':f�tic�.........knit::...�:.:........................................ ROAD:aM1P.RQUEMEN.T..}<:>;.;<}:.;:,}};:<}:.}}}:.:::::::::::::::::::::..::...,..:::; ..M:::::•::::.:........................................... .... i AC Grinding,4'wide machine<1000sy .$ 20.00 SY i ik',0 2_O,C70C - ca AC Grinding,4'wide machine 1000.2000sy $ 5.00 SY I 'O 0 c'c o o_00 AC Grinding,4'wide machine>2000sy $ 1.20 SY Z•`t K N Z r` 'L'g L - •,lemoval/Disposal/Repair • . $ 35.77 SY _•-,,cads,type I $ 26.11 LF , Barricade,type III(Permanent) $ 39.17 LF • Curb&Gutter,rolled $ 11.54 LF Curb&Gutter,vertical $ 8.43 LF .3 0 •Z 5 Z, q(0 Curb and Gutter,demolition and disposal $ 11.81 LF 3 0 3 5 Y, 30 . Curb,extruded asphalt $ 2.12_ LF 6 EO t, 3/LI 'tQ Curb,extruded concrete $ 2.23 LF Sawcut,asphalt,3'depth $ 1.61 LF - Sawcut,concrete,per 1'depth $ 1.47 LF i't O 0 sin ,n U, Sealant,asphalt $ 0.86 LF ii 00 3`1 ii-J C) Shoulder,AC, (see AC road unit price) $ - SY Shoulder,gravel,4'thick $ 6.55 SY Sidewalk,4'thick $ 26.54 SY _ Sidewalk,4'thick,demolition and disposal $ 24.11 SY .ZU `'1 e•2..c..0 Sidewalk,5'thick $ 30.38 SY Z 0 ( 07, 60 • 'walk,5'thick,demolition and disposal $ 30.13 SY •a,handicap $ 74.16 Each Striping,per stall $ 5.06 Each ZCJ /01. ZO Striping,thermoplastic,(for crosswalk) • $ 2.07 SF Striping,4'reflectorized line _ $ 0.22 LF Page 4 of 9 SUBTOTAL 1 6 97_ 60 3 0 i 2 , `y O • `KCC 27A authorizes only one bond reduction. Unit prices updated 12/97 S:PUBLIC\LUSD\LUIS\REF8D SITE BOND QUANTITY WORKSHEET • Revision date: 8/22/98 • Site Improvement Bond Quantity Worksheet • JNIUIIT m v n :s$ ♦!.:9T! . ;4$..:.•: ._ : ....:.:,. :!!t... :t t• :<$ .. ;..;.. {$; . :: :}:.:S•.}. •. i1... ..r. ti. x . .. ..:........ $ i}Y..: , ... ....... v.... r. ...... r..,..-.:n....v ....:...., ... •. n....... . ..... .•.:,th 4..:.. .. ) K.Saa .rrx:.3�� A:}} Nn. rr Y:r }r:::,:. :+: :.,.}:t } ' ¢ $t O " !,A , . FM v t . n . .. . .:.+. r. ..r . . .:. .. : .v\ Pxinx a.r�.(.[ a .. n$ » : • wv. 4 .:i..tQ i atN: i 4Z ,i %, vv }:.!� ,. { r.�}�a so; : ' :?' {rw:} :%,...:...... �.nit. ��� : .. �1�ix.; .a.a�.E.•r : •..:.: . ..:r : : .tJE1£AE!t . e x0CxBE\ .t ?ir nQlvt : . .h:wr0 {: r<: ;L .m flasWv}:; f; .00i :{ i ..... .:....,.., ...............................................v:.........................,.......v}:rv::.:,.:,}.:....... ..rY#{..t .I ..... ...:•:::.:::.:::w:::v:::::;v:':}:.4:•:{yY,:.,;•::.::{.}:4:0;::::..:.:.::.:. ............................ ................ .. ..:...:..• :.....:......:.r..:....: ........................ ...:. ... :. .:. ■. ,Y.....w. .Y:. .}\fy...t...tt:.. :.tt.}::ttt.}:•�:,•t$ :a::::::: ..�... {r{ k :.3:..::;\: :...: !: .... :: ••.:: .. t: :y{:....:;•� ,}.tit; .}J:$Y'�`$v$'u>r: `: $4::r`Y:;rSr$::$:•t.::S%:$::$:t•Y::........:::.:.. . ...Y •} :.K.!:$: }:.:. . : : :1i<t•+6;:tA .acrt!se•::.:t�i:.�3.:tC��iS}':fia.:flo�t�.� �s�{i�$�b>�CP`�?ur }�<#.,.:.v�.; {»>o.. �>.�•�:?!�.. ....x Fe-"^9S'93,(additional 2.5'base)add: $ 3.13 SY A( riff,1.5'AC $ 6.43 SY AC Overlay,2'AC $ 7.61 SY • AC Road,2',4'rock,First 2500 SY $ . 14.99 SY _ AC Road,2',4'rock,Qty.over 2500SY $ 11.62 SY AC Road,3',4'rock,First 2500 SY $ 17.12 SY AC Road,3',4'rock,Qty.over 2500 SY $ 13.75 SY _ AC Road,5',First 2500 SY $ 12.67 SY AC Road,5',Qty.Over 2500 SY • $ 12.12 SY AC Road,6',First 2500 SY $ 14.57 SY AC Road,6',Qty.Over 2500 SY $ 14.02 SY Asphalt Treated Base,4'thick $ 8.01 SY Gravel Road,4'rock,First 2500 SY $ 9.92 SY Gravel Road,4'rock,Qty.over 2500 SY $ 6.55 SY PCC Road,5',no base,over 2500 SY $ 18.70 SY PCC Road, 6',no base,over 2500 SY $ 19.02 SY I Thickened Edge I $ 5.99 LF I 1 1 Pays U of 9 SUBTOTAL 19 O 0 • • •KnCI 27A authorizes only one bond reduction. • Unit prices updated 12/97 Site Improvement Bond Quantity Worksheet ......................................::............................. ............................... • fRx .... ......... ... ........... .lac. to ...............:.:. ...:.::::..:.......:....................:.....:.::::...:..............................................:..:.:.:.: ...:....................... . t • ..ur :::.::.::::.:::::,.::::::::...�...��.1#n.k..Vll:tn�trtt;.............:.:.,.::...........t't................................... ........................................:.......... ............... .....::::.............. .. ....................... ..:.. ... t�m.R..P>1��::::.: ...tlrii(::::,:::4laartR.::.;.:...�:.�...:Gt►sE.:.::....�....:QtiahE....�. y!Y{;i'�,i':i::L::-:::::}};::;:iLu:iiL::Fii'•`.::fi::i::'r,:::ii,::;f±ii:ii::iii::i'i'ii::if:.: .>� tt1Valant:::::::::;:;:5';::::'>:z:::<::»:::::r::r:::;:;:. .;.:. r :Q:. a �:Sf s •:AS fff�:.�ttalatgq;l':.u�ls:�prrira �t1�g:�s:S...kEp1P..................................................... DRAINAGE«::{�i�P;�,Gorr#igatad;.Piast(cP�pe,;Nit;Ar,.:�::,:::::::,..,�.:,:..:. :::....;:,:,..�,.:�..For:c�lvert,#�rlc�.Rw�.�a�.•.:..1.�F�.cau�r�u..�...s..umed�....sit �,P .. � Access Road,RID $ 14.56 SY Bollards-fixed $ 209.34 Each Bollards-removable $ 393.34 Each '-Bs include frame and lid) Type I $ 1,093.60 Each H 3Y CB Type IL $ 1,246.60 Each CB Type II,48'diameter $ 1,768.32 Each for additional depth over 4' $ 379.58 FT CB Type II,54'diameter $ 1,906.56 Each for additional depth over 4' $ 423.07 FT CB Type II,60'diameter $ 2,044.80 Each / 2y C yk- 24, for additional depth over 4' $ 466.56 FT q 33% / Z CB Type II,72'diameter $ 2,793.60 Each for additional depth over 4' $ 601.92 FT Through-curb Inlet Framework(Add) $ 318.34 Each Cleanout,PVC,4' $ 113.52 Each Cleanout,PVC,6' $ 152.09 Each Cleanout,PVC,8' $ 194.95 Each Culvert,PVC,4' $ 7.51 LF ^••,'vert,PVC,6' $ 10.96 LF ,avert,PVC, 8' $ 11.59 LF Culvert,PVC,12' $ 18.93 LF Culvert,CMP,8' $ 15.00 LF Culvert,CMP,12' $ 23.00 LF Culvert,CMP,15' $ 28.46 LF Culvert,CMP, 18' $ 32.82 LF Culvert,CMP,24' $ 46.37 LF Culvert,CMP,30' $ 62.13 LF Culvert,CMP,36' $ 97.49 LF - - Culvert,CMP,48" $ 122.46 LF Culvert,CMP,60' $ 204.74 LF Culvert,CMP,72' $ 263.11 LF Page 6 of 9 SUBTOTAL © Q 3 7 'KCC 27A authorizes only one bond reduction. 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Culvert,Concrete,8' $ 18.28 LF Culvert,Concrete,12' $ 26.13 LF Cr;' ,Concrete,15' $ 32.47 LF • C -__ Concrete,18' $ 38.70 LF Culvert,Concrete,24' $ 53.10 LF Culvert,Concrete,30' $ 90.59 LF Culvert,Concrete,36' $ 119.68 LF Culvert,Concrete,42' $ 137.76 LF 13 Culvert,Concrete,48' $ 152.99 LF Z 119 Z 306 . li Culvert,CPP,6' $ 9.30 LF / Culvert,CPP,8' $ 14.00 LF • Culvert,CPP,12' $ 18.00 LF Culvert,CPP,15' $ 20.00 LF , • Culvert,CPP,18' $ 24.00 LF • Culvert,CPP,24' $ 32.00 LF • Culvert,CPP,30' $ 42.00 LF Culvert,CPP,36' $ 48.00 LF Ditching $ 7.03 CY Ft, -'spersal Trench (1,436 base+) $ 22.60 LF • Fj, :Drain (3'depth) • $ 19.65 LF • Geotextile,laid in trench,polypropylene $ 2.09 SY Infiltration pond testing $ 65.00 HR Mid-tank Access Riser,48'dla, 6'deep $ 1,396.00 Each Pond Overflow Spillway $ 12.18 SY i O !0€7 Restrictor/Oil Separator,12' $ 908.86 Each • Restrictor/OU Separator,15' $ 952.66 Each Restrlctor/OU Separator,18' $ 996.66 Each Riprap,placed $ 33.98 CY _ Tank End Reducer i36'diameter) $ 870.00 Each Trash Rack,12' • $ 184.32 Each Trash Rack,15' $ 206.32 Each Trash Rack,18' - $ 233.82 Each Trash Rack,21' $ 266.82 Each Pa e7of9 SUBTOTAL 0 Q 31ZJ5. Z6 9 _.�.. w..............��.,,, Unit prices updatad,12/97 Site Improvement Bond Quantity Worksheet .......:.......:.....:::::;:•••.......::.:::.:::::.::..::::::.:: ._:.;;:.::.>:.:;::::::: . ;:::::•••••••••-••>.....:..: . .. . ..:.:. . . ... .::>::,:•%•x, ::s•»:•:.:<«'.•••• avertKents::<:::::::s:: ::<::•••:•:<::< <::::::<:: ':: >> > > • '>< . ...::::...... :::::..................:.:::::::::.::.::.....:.....................::.:::::::.....................::.::::::::.:.:::::,::...:........:..:::.::::::::::::::.:�::.:.......................... �J'a1t±a a 0. ....... ... ... :.:.:;•.1.::•;;:.:•:::: :::gt":.:>:: :;:::<::::. late:�:::::„:»:. .........:...... ................................................................... ;;;:- :.;; ......a ant:;::.;:.::.:::::::::.�F�r1.cg::.:.�:.�:::::..:::Qttartt:.>::<;::>;::>;>:<;;<:<::Mgt::.�::::..:.............,.......�.................... C1 ><'i»«`si;'•:i:<'-<:':: << ««< «i< ?< i': > » >>> '> < < > <'<i'>i><'»`>< €:>'> >< <'>>> <'<< > ':<<> '>:; >'<< ' :<:>:><:>i::'•:»':: ::>>'•>:`:>:`:>>:><'::»»>':::::>`::>::::;:<::»::::>::.;:;:::<::<<::;::::::»<<< .>:>;:><::a::>::>::.>.>;:: »:::::::a:> :::. gA�KiN�I;C��Sll��A.- H�................ ...... r7 2'AC,2'top course rock&4'borrow $ 13.77 SY ii4i H H 6 1, I"c 3. 3 63 2'AC, 1.5' top course& 2.5'base course $ 14.99 SY ' .elect borrow $ 3.96 SY . top course rock&2.5'base course $ 9.92 SY EA. _ EA. SUBTOTAL C 0 6/, 1 1 3. 0e/ ' SUBTOTAL(SUM ALL PAGES): / b GF:00 0 f f 5 Z e6`9 Q 30% G CONTINGENCY&MOBILIZATION: 50 1 . [ 0 0-� 3'1/ 5 86 ',`1 ( GRANDTOTAL: �Z U�',• i 0 0 i li( ,g 7 3 . 0 T COLUMN: B C D E Page 8 of 9 "KCC 27A authorizes only one bond reduction. Unit prices updated 12/97 S:PUBLIC\LUSD\LUIS\REF8D SITE BOND QUANTITY WORKSHEET Revision date: 8/22/98 STORM DRAINAGE REPOT_.,- Shurgard To Go 2233 -- ST VALLEY ROAD APPENDIX 7- STORM DRAINAGE FACILITY MAINTENANCE AND OPERATION MANUAL Site Improvement Bond Quantity Worksheet Original bond computations prepared by: Name: Ec Wara l 0 bI SO h Date: 3 PGC l Qq 9 PE Registration Number: .q I Z 47 Tel.#: 7 5 T- '5b.- 6 e 7J Firm Name: /yrL C 4/ / Fifty eC•-•C,AI- Address: t//0'2- IV- Or CA a rA cf, i c,I"ts•c-Act. 1i✓4 c A if d• PUBLIC ROAD IMPROVEMENTS • PERFORMANCE &DRAINAGE FACILITIES Column BOND*AMOUNT MAINTENANCE/DEFECT Stabilization/Erosion Sediment Control(ESC) (A) $ - 560 , 00 BOND*AMOUNT Existing Right-of-Way Improvements (B) $ - Z Z.O .6 /f� Future Public Road Improvements&Drainage Facilities (C) $ - 0 (B+C)X 0.25= $ - Private Improvements (D) $ - l 1 y 8 7 'v >~ (A+B+C+D) =TOTAL(T) $ - l 5 a,CUA PERFORMANCE BOND AMOUNT Minimum bond amount Is$1000. SITE RESTORATION BOND (A) $ - 5 6 0• 0 C) (First$7,500 of bond shall be cash.) RIGHT-OF-WAY BOND (B) $ - Z-; ZCz:I C� TOTAL RIGHT-OF-WAY&SITE RESTORATION BOND** (A+B) $ -Z7 a bpi 0 (First$7,500 of bond shall be cash.) PERFORMANCE BOND TOTAL AFTER BOND (T-E) REDUCTION*** NAME OF PERSON PREPARING BOND REDUCTION: _ Date: • *NOTE:The word'bond'is used to represent any financial guarantee acceptable to King County. "NOTE: KCC 27A authorizes bonds to be combined when both are required. ***NOTE:Per KCC 27A,total bond amounts remaining atter reduction shall not be less than 30%of the original amount. Page 9 of 9 Unit prices updated 12/97 • M S:PUBLIC\LUSD\LUIS\REF8D SITE BOND QUANTITY WORKSHEET Revision date: 8/22/98 Site Improvement Bond Quantity Worksheet King County Department of Development&Environmental Services 900 Oakesdale Avenue Southwest Renton,Washington 98055-1219 Project Name: Shvrg&rc -Fo Go 94"ar'af Date: 3 PE / ' r Location: z Z 33 e v.s- ✓e fI cr RL SIERRA Project No.: SIERRA Activity No.: Note: All prices include labor, equipment, materials,overhead and Clearing greater than or equal to 5000 board feet of timber? profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in tie RS Means database. yes ><_ no If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 • j • • • Unit prices updated 12/97 -- - --- o,...tret.... ninn/nQ STORM DRAINAGE REPOF Shurgard To Go 2233 ...ST VALLEY ROAD STORM DRAINAGE FACILITIES MAINTENANCE A proper maintenance program is essential to assuring the proper operation of the storm drainage facilities. Proper maintenance will assure that adequate capacity will be available when major storm events occur, protect property and protect water quality. The facilities shall be maintained in accordance with the attached maintenance standards. Inspections shall be performed by the site operator in accordance with the inspection schedule. INSPECTION SCHEDULE: Monthly: The facilities shall be inspected monthly for safety concerns and trash and debris. This inspection will be a visual inspection of the surface features readily visible during routine site cleanup. The swale shall be inspected for grass height and condition. Semiannually: Inspect the oil/water separator for sediment depth and oil. Annually: Each year all structures and piping shall be closely inspected for structural damage. The catch basins shall be cleaned of debris and sediment. Special Inspections: After spills of petroleum products or other dangerous liquids the storm drainage facilities shall be inspected for contamination. STORM DRAINAGE REPOT _ Shurgard To Go 2233 ST VALLEY ROAD CATCH BASINS Maintenance Conditions When Maintenance Results Expected When Component Defect Is Needed Maintenance Is Performed General Trash and debris Trash or debris blocks inlet Remove all trash and debris Trash or debris in sump Remove all trash and debris Dead animals/ vegetation Dead animals or vegetation in sump. Remove and dispose of properly Sediment build up Sediment over 1/3 depth of sump Remove sediments below outlet pipe. Cover/Structure Frame above pavement Frame protrudes over 1/2"above Patch pavement around frame. adjacent pavement Frame or grate cracked Cracks that threaten structural Replace frame or grate. strength or over 1/4"wide Basin structure Cracks in sides/ bottom Cracks permitting exfiltration or Patch and seal cracks Infiltration. Cracks over 1/4"wide and 2'long Replace structure. or may jeopardize structural safety. Settlement Basin settled over 1"or rotated. Patch piping and pavement Grate/lid Missing Grate/lid missing Replace Difficult to remove Grate or lid is overly difficult Repair or replace grate or frame to or nearly impossible to remove allow proper operation. STORM DRAINAGE REPOT Shurgard To Go 2233s _SST VALLEY ROAD CONVEYANCE SYSTEM Maintenance Conditions When Maintenance Results Expected When Component Defect Is Needed Maintenance Is Performed Piping Trash and debris Trash or debris blocks pipe Remove all trash and debris Dead animals/ vegetation Dead animals or vegetation in pipe. Remove and dispose of properly Sediment build up Sediment over 1"deep in pipe Remove sediments Collapsed/ distorted Pipe over 1"out of round Replace pipe Cracked or broken Cracks allowing soils to enter pipe Repair or replace pipe or breaks in the pipe or separated • pipe joints Ditch or swale Trash and debris Trash or debris in ditch Remove all trash and debris Dead animals Dead animals in ditch. Remove and dispose of properly • Sediment buildup Sediment over 1"deep in ditch Remove sediments Outlet • Erosion Erosion occurring around outlet Place riprap around outlet Outlet blocked Debris, rocks or vegetation blocking Remove blockage outlet. Pipe damaged Pipe bent or crushed restricting Repair or replace pipe. outlet by over 10% STORM DRAINAGE REPOT. _ ' Shurgard To Go 2232.,_;<'ST VALLEY ROAD OIL/WATER SEPARATOR Maintenance Conditions When Maintenance Results Expected When Component Defect Is Needed Maintenance Is Performed General Oil Visible layer of oil Oil removed from water surface and properly disposed. Oil/Hazardous After spills Oil or hazardous material cleaned up spills from catch basin and separator. Cover/Structure See"Catch Basin Maintenance Standards" Outlet Tee Missing/damaged Tee missing or damaged New Elbow installed Loose Tee is loose Resecure elbow Blocked Tee flow area is restricted Elbow and outlet pipe cleaned by debris or sediment of all debris and sediment Baffles Missing/damaged Baffle is damaged allowing Install new baffle water flow to short circuit. Grit Sump Grit build up Grit accumulation is over 3" Remove grit and dispose in sanitary landfill. ( _ ISSUED BY TRANSNATION TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE Transnation A LANDAMERICA COMPANY .LAIN LJHP'll;K 1.LA 1200 6TH AVE. , STE. 1910 SEATTLE, WA 98101 Attn: DENISE MERZ Transnation Title Insurance Company, an Arizona Corporation, herein called the Company, for a valuableiconsideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed insured named in Schedule A,as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the exceptions and conditions and stipulations shown herein,the Exclusions from Coverage,the Schedule B exceptions, and the conditions and stipulations of the policy or policies requested. (See reverse side of this cover and inside of back cover for printed Exclusions from Coverage and Schedule B exceptions contained in various policy forms.) • This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsements and is subject to the Conditions and Stipulations on the back of this cover. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. IN WITNESS WHEREOF,TRANSNATION TITLE.INSURANCE COMPANY has caused its corporate, name and seal to be hereunto affixed by its duly authorized officers on the date shown in Schedule A. NOTE:THE POLICY COMMITTED FOR MAY BE EXAMINED BY INQUIRY AT THE OFFICE WHICH ISSUED THE COMMITMENT,AND A.SPECIMEN COPY OF THE POLICY FORM (OR FORMS) REFERRED TO IN THIS COMMITMENT WILL BE FURNISHEQ PBOMPTLY UPON REQUEST. 1 �;ery 4®A/�F� TRANSNATION TITLE INSURANCE COMPANY 7. OE Pi oAfAiiA, ��EE INS(/ BY: Deco N �� 4_ te a . G �9v�9 ? \NCC��ORIIFC 3 President .� a ®jec) SE11:16,1991 . Attest: �� �Q 4,;.A. tre,,,,:,rue, 4BIZONp Secretary Commitment-WA Cover r r_..� 1nne_een io_on\ ORIGINAL COMMITMENT CONDITIONS AND STIPULATIONS 1.The term mortgage,when used herein,shall include deed of trust;trust deed;or other security instrument. 2. If the proposed insured has or acquires actual knowledge of any defect,lien,encumbrance,adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such know- ledge. If the proposed insured shall disclose such knowledge to.the Company, or if the Company otherwise acquires actual knowledge of any such defect,lien,encumbrance,adverse claim or other matter,the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pur- suant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed insured and such parties included under the definition of insured in the form of policy or.policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith, (a)to comply with the requirements hereof,or(b)to eliminate exceptions shown in Schedule B,or (c)to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions,the Conditions and Stipulations,and the"Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4.Any action or actions or rights of action that the proposed insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. SCHEDULE OF EXCLUSIONS FROM 'COVERAGE The matters listed below each policy form are expressly excluded from the coverage of that policy and the Company will not pay loss or damage,costs,attorneys'fees or expenses which arise by reason thereof: AMERICAN LAND TITLE ASSOCIATION LOAN POLICY(10-17-92) and AMERICAN LAND TITLE ASSOCIATION LEASEHOLD LOAN POLICY(10-17-92) The following matters are expressly excluded from the coverage of this insured claimant became an insured under this policy; (c)resulting in policy and the Company will not pay loss or damage, costs, attorneys' no loss or damage to the insured claimant; (d) attaching or created fees or expenses which arise by reason of: subsequent to Date of Policy (except to the extent that this policy 1.(a)Any law, ordinance or governmental regulation (including but not insures the priority of the lien of the insured mortgage over any limited to building and zoning laws, ordinances, or regulations) statutory lien for services,labor or material);or(e)resulting in loss or restricting, regulating,prohibiting or relating to(i)the occupancy, use, damage which would not have been sustained if the insured claimant or enjoyment of the land; (ii)the character, dimensions or location of had paid value for the insured mortgage. any improvement now or hereafter erected on the land; (iii) a 4.Unenforceability of the lien of the insured mortgage because of the separation in ownership or a change in the dimensions or area of the inability or failure of the insured at Date of Policy, or the inability or land or any parcel of which the land is or was a part; or (iv) failure of any subsequent owner of the indebtedness,to comply with environmental protection, or the effect of any violation of these laws, applicable doing business laws of the state in which the land'is ordinances or governmental regulations, except to the extent that a situated. notice of the enforcement thereof or a notice of a defect, lien or 5. Invalidity or unenforceability of the lien of the insured mortgage, or encumbrance resulting from a violation or alleged violation affecting claim thereof, which arises out of the transaction evidenced by the the land has been recorded in the public records at Date of Policy.(b) insured mortgage and is based upon usury or any consumer credit Any governmental police power not excluded by(a)above,except to protection or truth in lending law. the extent that a notice of the exercise thereof or a notice of a defect, 6.Any statutory lien for services, labor or materials (or the claim of lien or encumbrance resulting from a violation or alleged violation priority of any statutory lien for services, labor or materials over the affecting the land has been recorded in the public records at Date of lien of the insured mortgage) arising from an improvement or work Policy. related to the land which is contracted for and commenced subsequent to Date of Policy and is not financed in whole or in part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is obligated to advance. 7.Any claim,which arises out of the transaction creating the interest of the mortgage insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (a) the transaction creating the interest of the insured mortgagee • being deemed a fraudulent conveyance or fraudulent transfer; or (b)-the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination;or (c) the transaction creating the interest of the insured mortgagee 2.Rights of eminent domain unless notice of the exercise thereof has being deemed a preferential transfer except where the preferential been recorded in the public records at Date of Policy, but not transfer results from the failure: excluding from coverage any taking which has occurred prior to Date (i)to timely record the instrument of transfer,or of Policy which would be binding on the rights of a purchaser for value (ii)of such recordation to impart notice to a purchaser for value without knowledge. or a judgment or lien creditor. 3.Defects, liens, encumbrances, adverse claims or other matters: (a) created,suffered,assumed or agreed to by the insured claimant;(b) - e not known to the Company,not recorded in the public.records at Date ' of Polipy, but known to the insured claim d not disclosed in writing to the Company by the insured cia - nor to the date the - TRANSNATION TITLE INSURANCE COMPANY 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 Prepared for:, Transnation No. 869062 Customer Reference: LANDAMERICA Escrow No. Seller Shurgard 1200 6TH AVE. , STE. 1910 Buyer/ r r --- SEATTLE, WA 98101 Attn: DENISE MERZ By For ry e o t is or er ca : (425 64 -858 /1-800-441-7701 JO W. JQNES MARK S. NIKLASON CLAUbI DR LIER or J. JAY PUGH # (425) 646-8593) SCHEDULE A EFFECTIVE DATE: November 18, 1999 at 8 : 00 A.M. 1 . Policy or policies to be issued: Amount ALTA Owner' s Policy TO BE DETERMINED Premium (SEE NOTE 1) Standard Policy Tax Proposed Insured: TO BE DETERMINED (SEE NOTE 2) 2 . Title to fee simple estate or interest in said land is at the effective date hereof vested in: SHURGARD WASHINGTON CORPORATION, A WASHINGTON CORPORATION, SUCCESSOR BY MERGER TO SHURGARD STORAGE CENTERS, INC. , A DELAWARE CORPORATION 3 . The land referred to in this commitment is described as follows : LOTS 1 THROUGH 26 IN BLOCK 1 OF C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE DIVISION NO. 1, AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, PAGE 74 , RECORDS OF KING COUNTY;, EXCEPT THAT PORTION OF SAID LOTS CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 5, BY DEED RECORDED UNDER, RECORDING NO. 3911470; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY PURPOSES BY DEEDS RECORDED UNDER RECORDING NO. 5444310 AND 5444312 ; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. • Order No. 869062 SCHEDULE B REQUIREMENTS. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed 'for record. EXCEPTIONS. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Standard exceptions set forth in inside of back cover. C. Special exceptions : 1 . Real Estate Excise Tax pursuant to the authority of RCW Chapter 82 .45 and subsequent amendments thereto. As of the date herein, the tax rate for said property is . 0178 . 2 . GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs,' if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 334040-0005-00 1999 $4, 650. 71 $4, 650 . 71 $0 . 00 Total amount due, not including interest and penalty: $0 . 00 Levy Code : 2110 Assessed Value Land: $344, 700 . 00 Assessed Value Improvements : $0 . 00 3 . GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 334040-0006-09 1999 $37, 062 .41 $37, 062 .41 $0 . 00 Total amount due, not including interest and penalty: $0 . 00 Levy Code : 2110 Assessed Value Land: $ 448,400 . 00 Assessed Value Improvements : $2, 314, 800 . 00 Page 2 Al Order No. 869062 The above tax parcels comprise the total property described herein. 4 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: City of Renton PURPOSE: Water mains with necessary appurtenances AREA AFFECTED: The South 20 . 00 feet of Lot 2 ; the West 65 . 00 feet of the North 25 . 00 feet of Lot 3 ; the South 11. 84 feet of Lot 13 ; the North 18 . 16 feet of Lot 14; the North 18 . 16 feet of Lot 15; the East 15 . 00 feet of the West 170 . 00 feet of Lot 15, less the North 18 . 16 feet thereof; the South 11. 84 feet of Lot 16; less the West 20 . 00 feet thereof; the West 20 . 00 feet of Lots 16, 17, 18, 19, 20, 21, 22, 23 , 24, 25 and 26; the North 25 . 00 feet of Lot 26, less the West 20 . 00 feet thereof DATED: July 1, 1980 RECORDED: July 14, 1980 RECORDING NO. : 8007140366 5 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Electric transmission and/or distribution line AREA AFFECTED: The East 10 feet of the South 40 feet of Lot 14 RECORDING NO. : 8809120317 6 . MATTERS RELATED TO OWNER'S AND LENDER'S EXTENDED COVERAGE, AS DISCLOSED BY UNRECORDED SURVEY OF TRI-COUNTY LAND SURVEYING CO. , DATED MAY, 1985 : JOB NO. : 85-049 DISCLOSES: Possible impairment of easement shown as Exception 4 by office building 7 . RELINQUISHMENT OF ALL EASEMENTS existing, future or potential, for access, light, view and air, and all rights of ingress, egress and regress to, from and between the land and the highway or highways to be constructed on land conveyed by deed. ' To: State of Washington Dated: --- Recorded: June 25, 1962 Recording No. : 5444310 and 5444312 8 . Restrictions imposed by instrument recorded on November 20 , 1978 , under Recording No. 7811200481 . Page 3 Order No. 869062 9 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: September 22, 1981 RECORDING NO. : 8109220558 REGARDING: Agreement and conveyance for the installation of water lines and appurtenances, and to connect same to the City' s utility system Satisfaction of lien recorded May 13 , 1993 under Recording No. 9305131872 . 10 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:. RECORDED: June 9, 1983 RECORDING NO. : 8306090731 REGARDING: Utilities system The lien of said agreement was released by instrument recorded under :Recording No. 9407131344 . 11. RECORDED JUDGMENT: AGAINST: Shurgard Storage Centers IN FAVOR OF: Theodore Smith AMOUNT: $1, 075 . 00 KING COUNTY JUDGMENT NO. : 96-9-02506-7 CAUSE NO. : 96-2-00356-4 RECORDED: December 26, 1996 RECORDING NO. : 9612260668 12 . Unrecorded leaseholds, if any;trights of vendors and holders of security interests on personal property installed upon the land; ; and rights of tenants to remove trade fixtures at the expiration of the term. NOTE 1 : The Company has been asked to issue an owner' s policy without disclosure of the liability amount . This commitment shall be effective only when the amount of the policy committed for has been inserted in Schedule A hereof. The forthcoming policy must be issued in an amount at least equal to the full value of the estate insured in accordance with our rating schedule on file in the office of the Washington State Insurance Commissioner. The Company may have further requirements if the undisclosed amount to be insured exceeds the current assessed valuation. NOTE 2 : Title will be vested in parties yet undisclosed. When title is vested, their title will be subject to matters of record against their names . Page 4 Order No. 869062 NOTE 3 : Evidence should be submitted proving the corporate existence of Shurgard Washington Corporation, together with evidence of the identity and authority of the parties to execute the forthcoming instrument . NOTE 4 : Any instrument should be executed in the name of Shurgard Washington Corporation, a Washington corporation, who acquired title as Shurgard Storage Centers, Inc. , a Delaware corporation, in order to impart constructive notice. NOTE 5 : There may be Uniform Commercial Code (UCC) Security interests filed with the Department of Licensing in Olympia affecting personal property, crops or agricultural facilities which are not covered by the policy to issue. NOTE 6 : The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65 . 04 . SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. LOTS 1-26 BLOCK 1 C.D. HILLMAN'S EARLINGTON GARDENS ADD VOL 17 PAGE 74 END OF EXCEPTIONS Investigation should be made to determine if there are any service, installation, maintenance or construction charges for sewer, water, or electricity. In the event this transaction fails to close, a cancellation fee will be charged for services rendered in accordance with our rate schedule . BW/amh ENCLOSURES: Sketch Vesting deed All recorded encumbrances Page 5 1 `� . Lv— •`%OIro _Met '.q �r ._�My --—•/. /! —.-..'a - e r I ',`~ —`• s.w L9-TH - -- _ s.1,c.. s, _ N Y ••L K rp Y \ om- 1 • 3.—4 ♦_r c A / Air{!�G.<a0 iI••.mot,a - ^t. r ' 1 �.at Cr [ \": ♦ !. I 1.1 1 1 j •f,• II • .ac4. ♦ / •' 4 \.. :.I. ▪ 1+..a I y • r za�G • +I t 4 : s. I w 4 j. .... 1 l,1qpa Zo i7 �n 6. ' I / / I w 27 r •. .a.t• • li 0 s , o • se 26 Cil j6apJNy I s lQ ..+fl.... a . es a .11 ? mit ma 1 , 1, 2 c� I =1• • ifila ~ 7 ` 1• L3 �' I _ .e . , ryj ti _• • .�-, 4 % „ is 4 . A 11 I % 11.. . % j • • I Is e ' e, ro IZ : .0 T I� i 1 . Ia > to `�. � ' u . u( ao r TM vI r /cs.a y M N 11 i. 1� ' • la ,it� , 1 01 tI 5 -• - - . 1: ' �. 1: . 1. 1 . ;_1ra . -L.... 1i•f - W _ o , to $ rse 37. .a 1w ' Igo / - • ,ram$ is :j o I--A - s . 21 e• -iti 1- Y 4 : LB�E -- -T.:no- .. ... ,. .�, 1 -._ I" • a I a.a � f � r t 1 i .1+1 Ir1■ 9 l �J •. e 7 • ■ ■ LL v , �� j Z �• 7 tt / . i Q ° I lr�l _ Ifr,R © t $ . !ii . 11. P, (,■O .wee .-�• :▪ r \° . • i. /ram► f 1%I. ii a9 ge 1 ,a 1 1 • . o• - 1�AY 1. .• I I I Z 11 r �1. ♦ ♦ - •S JBJE PRQBF� ;,, ,_,I ,t qq �a14.i a if r. c... �..%I 1' I , 4 [ 1 1,... ..• . ... . a■r:50 *I 1. - - . _ NN — ST. . •'_ S.^ .. • -• . -i• =5— - -- - -- - - — — --•�1 1 I - This sketch is provided, without charge, for your information. It is not intended to show all matters related to the property including, but not limited to, area, dimensions, easements, en- croachments, or location of boundaries. It is not a part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. References should be made to an accurate survey for further information. CL ,IDARD COVERAGE LOAN POLIC 9` The following matters are expressly exduded from the coverage of this policy and the Company will not pay loss or damage,costs,attorneys'fees or expenses which arise by reason of: 1. (a)Any law,ordinance or governmental regulation(including but not limited to building or zoning laws,ordinances,or regulations)restricting,regulating,prohibiting or relating to(I)the occupancy,use;or enjoyment of the land;(ii)the character,dimensions or location of any improvement now or hereafter erected on the land;(iii)a separation In ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part or(iv)environmental protection,or the effect of any violation of these laws,ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b)Any governmental police',power not exduded by(a)above,except to the extent that a notice of the exercise thereof or a notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded In the public records at Date of Policy. 2. Rights of eminent domainlTnless notice of the exercise thereof has been recorded in the public records at Date of Policy,but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects,liens,encumbrances,adverse claims or other matters: (a)whether or not recorded in the public records at Date of Policy,but created,suffered,assumed or agreed to by the insured claimant; _ . (b)not known to the Company,not recorded in the public records at Date of Policy,but known to the insured daimant-and not disclosed in writing,to the Company by the insured claimant • prior to the date the insured claimant became an insured under this policy; (c)resulting in no loss or damage to the insured claimant; (d)attaching or created subsequent to Date of Policy;or (e)resulting In loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy,or the inability or failure of any subsequent owner of the indebtedness,to comply with the applicable doing business laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage,or claim thereof,which arises out of the transaction evidenced by thelnsured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any claim,which arises out of the transaction vesting in the insured the estate or interest insured by this policy or the transaction creating the interest of the insured lender,by reason of the operation of federal bankruptcy,state insolvency or similar creditors'rights laws. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY(10-17-92) and AMERICAN LAND TITLE ASSOCIATION LEASEHOLD OWNER'S POLICY(10-17-92) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs,attorneys'fees or expenses which arise by reason of: 1. (a)Any law,ordinance or governmental regulation(including but not limited to building and zoning laws,ordinances,or regulations)restricting,regulating,prohibiting or relating to(i)the occupancy,use,or enjoyment of the land;(ii)the character,dimensions or location of any improvement now or hereafter erected on the land;(iii)a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part;or(iv)environmental protection,or the affect of any violation of these laws,ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a notice of a defect lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy.(b)Any governmental police power not excluded by(a)above,except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy,but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects,liens,encumbrances,adverse claims or other matters: (a)created,suffered,assumed or agreed to by the insured claimant; (b)not known to the Company,not recorded in the public records at Date of Policy,but k sown to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c)resulting in no loss or damage to the insured claimant.(d)attaching orcreated subsequent to Date of Policy;or(e)resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. •4. Any claim,which arises out of the transaction vesting In the Insured the estate or interest insured by this policy,by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws,that is based on: (a)the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer,or (b)the transaction creating the estate or interest insured by this policy being deemed apreferential transfer except where the preferential transfer results from the failure: (i)to timely record the instrument of transfer,or (ii)of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. SCHEDULE B STANDARD EXCEPTIONS SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY-STANDARD COVERAGE AND CLTA STANDARD COVERAGE LOAN POLICY 1. Taxes or assessments which are not now payable or which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records;proceedings by a public agency which may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the public records. 2. Any facts,rights,interests;or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession,or claiming to be in possession thereof. 3. Easements,liens or encumbrances,or claims thereof,which are not shown by the public records. • 4. Discrepancies,conflicts in boundary lines,shortage in area,encroachments,or any other facts which a correct survey of the land would disclose,and which are not shown by the public records. 5. Any lien,or right to a lien,for labor,material,services or equipment,or for contributions to employee benefit plans,or liens under wodnnen's compensation acts,not disclosed by the public records. 6. (a)Unpatented mining claims;(b)reservations or exceptions in patents or in Acts authorizing the issuance thereof;(c)Indian treaty or aboriginal rights,including,but not limited to,easements or equitable servitudes;or,(d)water rights,claims or title to water,whether or not the matters excepted under(a),(b),(c)or(d)are shown by the public records. 7. Right of use,control or regulation by the United States of America in the exercise of powers over navigation;any prohibition or limitation on the use,occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 8. Any service,installation,connection,maintenance or construction charges for sewer,water,electricity or garbage collection or disposal,or other utilities unless disclosed as an existing lien by the public records. • • SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY-EXTENDED COVERAGE 1.Taxes or assessments which are not now payable or which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records;proceedings by a public agency which may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the public records. 2.Underground easements,servitudes or installations which are not disclosed by the public records. 3.(a)Unpatented mining claims;(b)reservations or exceptions in patents or in Acts authorizing the issuance thereof;(c)Indian treaty or aboriginal rights, including,but not limited to,easements or equitable servitudes;or,(d)water rights,claims or title to water,whether or not the matters excepted under(a),(b), (c)or(d)are shown by the public records. 4.Right of use,control or regulation by the United States of America in the exercise of powers over navigation;any prohibition or limitation on the use, occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 5.Any service,installation,connection,maintenance or construction charges for sewer,water,electricity,or garbage collection or disposal,or other utilities . unless disclosed as an existing lien by the public records. 1004-252A € 9 • NORTHWEST REGION Washington • NORTHWEST REGION Chelan-Douglas Counties 700 N.Mission Street,Wenatchee,WA 98807 1010 South 336th Street,Suite 215 (509)662-4721 Federal Way,Washington 98003 (253)838-1054 • Clark County 501 S.E.Columbia Shores Boulevard • - Suite 500,Vancouver,WA 98661 • (206)695-1301 AGENCY OPERATIONS King County -�1 • 1200 Sixth Avenue,Suite 100 , 320 108th Avenue N.E.,Suite 651 Park Place Building Bellevue,Washington 98004 Seattle,WA 98101 (425)452-5353 (206)628 4650 • Kitsap County COMMITMENT FOR 9619 Levin Road N.W.,Silverdale,WA 98383 • TITLE INSURANCE (360)692-4556 TITLE AGENTS • Okanogan County 700 Okoma Drive,Suite B,Omak,WA 98841 Washington (509)422-3490 • Benton • Clallam •Cowlitz • Franklin Pierce County 6111 100th Street S.W. Island • Jefferson • King • Lewis Lakewood,WA 98499 (206)589-1488 . Pacific• Skagit • Whatcom • Yakima Snohomish County • • 2939 Colby Avenue, Everett,WA 98201 .. (206)252-1156 Oregon - • • Benton •Curry •Jackson Spokane County North 720 Argonne Road, Spokane,WA 99212 Klamath • Lane• Linn • Marion ISSUED By (509)922-2222 TRANSNATION TILE INSURANCE COMPANY • Polk• Umpqua • Yamhill • Thurston County Transnation 2625 Martin Wa ,Olympia,WA 98506 A LANDAn�ucA c MPANT (206)943-4150 Oregon HOME OFFICE: • Multnomah • Clackamus • Washington Counties. 101 Gateway Centre Parkway,Gateway One 2200 U.S.Bancorp Tower Richmond,Virginia 23235-5153 111 S.W.Fifth Avenue Portland,OR 97204 (503)222-9931 B 1004-252A . • • • • • • • 1064819 i 8 . a • 9 • ' After recording, return to: 8 • Perkins Coie t 1201 Third Avenue, 40th Floor 8 . Seattle, Washington 98101-3099 Attention: Edward W. Kuhrau, Esq. - •' STATUTORY WARRANTY DEED 1A s i 0 Grantor, SSC PROPERTY HOLDINGS, INC., a Delaware corpo- CV ration, for and in consideration of Ten Dollars ($10) and e . - • ri other good and valuable consideration in hand paid, receipt of 8 (D which is hereby acknowledged, conveys and warrants to SHORGARD : . C STORAGE CENTERS, INC., a Delaware corporation ("Grantee"), the C) real estate, situated in King County, Washington, described on EXHIBIT A attached hereto and incorporated herein by this reference, together with all personal property associated 1 therewith, all appurtenant easements, if any, all tenant ::-.1:::.• Leases and rental agreements, subject to the matters set forth •• on EXHIBIT B attached hereto and incorporated herein by this reference. DATED as of the _V'" day of , 1994. N SSC PROPERTY HOLDINGS, INC. W By • - )I� Kristin H. Strad, Secretary PILED FOR oAD • RICH mlgAt�t1ESf'OF �571BAN�8 4sox1�� 4 WA STATUTORY WARRANTY DEED PAGE 1 ,•.. 122p�0010/58941610.191� Ei379549 06/10/1994 .00 A�ol:2lAM , w Via •�P`�//-/) � ivl`. .i: ..Z�:li.L'Y•::1:.-. •il:•i _ ^iJ•Ai :t•..1_N%:.t...u;: • MIME • .- • ... • • a .. ^:l:....:,:•. ........ .....ice t.... —'.•' .. �.. STATE OF WASHINGTON ) as. •• COUNTY OF KING 1� ) On this day of , 1994, before me, the E undersigned, a Notary Publ in and for the State of Washing- ton, duly commissioned and sworn, personally appeared Kristin H. Strad, to me known to be the Secretary of SSC • PROPERTY HOLDINGS, INC., the corporation that executed the . . ' within and foregoing.instrument, and acknowledged said instru- went to be the free and voluntary act and deed of said corpo- ration for the uses and purposes therein mentioned, and on oath stated that she was duly elected, qualified and acting as • said officer of the corporation, that she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. : .. IN WITNESS WHEREOF, I have hereunto eet my hand and offi- cial seal the day and year first above written. Carol A. Kir NOTARY POHL in and for a State of Washington, residing at Bellevue. My appointment expires: March 1, 1997. cn rl -pV A. Ki;, c 4Q:• yio iF':..II�� 01 t — w. Pi • PUBLIC ' 5 I %i1 1flj••• a..T-91.• __ <>4%0%`WA A�j=JJ_. WA STATUTORY WARRANTY DEED PAGE 2 •:•?' • ii• 12202Qt0010150141 S1o.1911 WORM 09:25 AM .' ~" •X 1'' .I —.:• :tip• �V-a :•�'4•, t .r:a'::w "r �N•14i,t1 M, �•itiv'', ;ijij is �',•j,�, �.._�1.. Ii: �'••r'•�: :r.rayt v y{ :•.+�•� �•*'•'���7��M 3�+�:•rL`,,.r .-..r..��i:�L'';�.... ..t :).:. �' fin': ��tGL. ar.••...7�.vu pa • • • • • • I06 48 19 :� , W sh into • IIHITA t Lots 1 through 26 iyn Block 1 of C.D. Hillman's Darlington Carden: r Addition to recorded in Volumn. 17oof-flasrr on page 7on 4, records of King County' r EXCEPT that portion 'of said lots conveyed to the State of Washington ••for Primary State Highway No. S. by Deed recorded under Recording No. 3911470s . AND EXCEPT that portion conveyed to the State of Washington for highway purposes by deeds recorded under Recording Nos. 5444310 and 5444312; Situate in the City of Renton. County of King, State of Washington. 1 i • a, r O oa O r4 • tip 0 W • • r• Y _` - :* • ii.. ..i:.: .1 i.s•r _ .. . ..4• e:Y.:.�;i:i°L'�ti•3:.:.�' :I,Y? :�i.?+�ti�t� • • • • . . • • eLk _ • , • • • . • • • .• . • • • • • • GCE= • • • •••••• •• • EXHIBIT B . . . . . • . . • _ • • . I. Encumbrances or other matters shown as exceptions to . title in the vesting deed or deeds by which Grantor • acquired title to the property or in Schedule B to • the title insurance policy or policies insuring Grantor's title to the property. • • ' • • 2. Matters disclosed by surveys. . • " •• • . 3. Taxes and installments of assessments not yet delinquent. • • 4. Rights of tenants in the ordinary course of • • business. 5. Encumbrances created by Grantor. 0) . • C2 o Cs! 00, tO ' . .• cr3 . . •• : • • . • • • ,• •• . . . •. .• EXHIBIT 8 1004840438R8840500.22813 ;• •••••••••,•••••••••,••'••••••!"''''r 1• : • : 4-;::%":*4'.41Z:,1 ., . ; __.: ,.,.; ...M _ ®;\ • xs'`II• - R= . .. ,, ra • 4. . • si el : ` a' .. g 1 * ) A urn• . `,.:�r�, :%. i� •o s: O - ''..: .` I .o • Amig ,, '4 =i THIS =STRDl1ER'. Slade this q/ day of rut / 19�/ >5 by and betty . �1,�r+...,and �rL L' i .I g aagd ; !A g and r cr A hereinafter called "Grantor(a)". and the CITY OF RENTON, a Municipal Corpora- ,g1 tion of King County. Washington called "Grantee". WITNESSETN: w -i That said Grantor(s), for and in consideration of the eus of $ • paid by Grantee. and other valuable consideration, do by these presents. grant. bargain, sell. convey. and warrant unto the said Gran- ' tee. its successors and assigns. an easeoent for water mains with necessary appurtenances over. through. across and upon the following described property in King County, Wallington. more particularly described as follows: Portions of Block 1 of C. D. Hillmans Eerlington Gardens Addition as recorded in Volume 17. Page 74 of Plate, Records of King County. Wash- ington further described as follows: The South 20.00 feet of Lot 2; The West 65.00 feet of the North 25.00 feet of Lot 3; The South 11.84 feet of Lot 13; The North 18.16 feet of Lot 14; • The North 18.16 feet of Lot 15; The East 15.00 feet of the West 170.00 feet of Lot 15 less the 9orth 18.16 feet therecf; The South 11.84 fact of Lot 16 Tess the West 20.00 feet thnrcaf; The West 20.00 feet of Lots 16. 17, 18, 19. 20, 21, 22. 23. 24. 25 and 26; • The North 25.00 feet of Lot 26 lees the West 20.00 feet thereof. i.. EXCISE TAX NOT REQUIRED King Co.Records Division ' 1..tL1 tor 4060f 4 !i rb>Wuea.. . By Ll_1;:st* .DePutl OEM ,t n•ITi r of- r.nr w n 1r'Trrrer..--• > i . hi VMS Mt N14.IPAI. III.IN.. .r Tot"TI I... /w,.i.-rrn r r r Sib ION.'1. .. .`,... ►. UE I1-1 4 Cu• Ln • Q Said heretofore mentioned grantee, its successors or assigns, shall hove the right, without prior notice or proceeding at law, at such times as m y be Necessary to enter upon said above described property for the purpose • of constructing, maintaining, repairing, altering or reconstructing said utility, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, mein teining, repairing, altering or reconstruction of such utility shall be accomplished in such a manner that the Vtvate improvements existing in the right right(s)-of-way shall not be disturbed or damaged, or in the event they are disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shail fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and maintenance of the utility line. however, the grantor shall not erect buildings or structures over, under A or across the Tight-of-way during the existence of such utility. This easement, shall be a covenant running with the land and shall be bind- - on the Grantor, his successors, heirs and assigns. Grantors covenant that r'- they are the lawful owners of the above properti s and that they have a good and lawful ri t to execute this agreement. ` blot Ors - , and - 41i ., and and CORPORATE FORM: STATE OF SS COUNTY OF On this day of , 'n before me, the undersigned, a Notary Public innand for the State of duly commissioned and sworn personally appeared awn to me known to be the and , respectively, of the corporation that executed the fore- going instrument, and acknowledged the said instrun. •:t to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that authorized to execute the said instrument and that the seal affixed is TErEFFITOnte seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. io ary Public in and for tie State , residing at uE/1-2b 7 i • 411 • STAYS OF W1SHINGTON ) ) " County of Spokane ) On this let day of July, 1980, before me personally appeared JOHN' M. STONE and SUZANNE STONE. to se known to be the individuals who ssseUted the foregoing instrument and acknowledged the said instrument to be their own free and voluntary act and deed for the uses and purposes therein mentioned. :GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of July, 1980. N A Y PUBLIC ID FO THE 5 E 10' F WASHINGTON, RESIDING AT SPOKANE GIs • • • • • 1 � e EASEMENT ORIGINAL Fos sad M rossodefnss Of One DNW($1.0016w PAW salable cottwderattes.the vets*el With is hereby ' CO sekerabdged. RMlRIL1D 1NC0M! P11OPERT1!! S11. a Real Fiesta Liw/rad Pat►natabtq 1 • Manse'Aerial.hwetp para.sotwrys and warner to PUGET SOUND POWER&LIGHT COMPANY.a CO Weshispes capitalise rOlantae•Wm*Ise the peepers hereinafter set faith.a perpetual aaumeu eves.scrota and ' weir the fIMio4aI doattbed feel propmy the•repany hwein)is c t"■ Canty.tAbshinpos: • Lot 14 in Huh 1 of G.D. Hillman le Arlington Gardens Addition to the • z4- Ee CO1 City se Seattle Division No. 1, as per plat recorded in Volume 17 of , O Plats, on pep lb, records of Xing County; 0 • DCip7 thst portion of said lots conveyed to the State of Washington Pckd I for Primary lists Rahway No. 5, by Deed recorded under Recording Slumber 79134101 • it ti AND LLCEPT that portion conveyed to the State of Washington for highway purposes by deeds recorded under Recording Numbers 5444310 • and 54443111 Ming a portion of the Southwest quarter of Section 19, Township ;a •, I23 North, Ringo 5 Last, M.M., in King County. Washington. ..-•'f''"'' Imp as magi be othewtw in Farah arum Orate%sighs shall be eeernwd upon that ponies of the Property(she •RIgM•of•Way Mon)disrobed es Mows . A018111 d•Wsr dewspwsishRasMg bm.eLwehMidel►ar►oeheide efuwudia•meribsdes/diem• 90/09/12 • 410317 R AEC(' t' 6.00 • CASHSL ****6.00 The Last 10 feet of the South 40 lest of Lot 14 of the above • i described property, being parallel with and abutting the West . martin of East Valley !Rahway (A.K.A. 92nd Avenue South). F • .t=:o1.o AT REQUEST OF: . 1 .r:L II IPARfMENT .. I i:...:9,0 d • '' L. : L.WJ3INTCN 009734•ti u .y. a ..� A1Tt+.NTION:THOU DAM _.1 Purpose.Oran shah'M r the nitro ne to minima.operate..maintain.repair.repi a enlarge one a more skctre trsawn,eau sMY,dntnhution hers own and of under the Rig1•of•Way together with all necessary or ' • comment apPwW Meals lMnp which may tailed.but an not limited to the following a. Overhead bellles.lolls'and of ovum sell neurons.Maws.rugs and anthem.electric transmission and • . dntnbwion him.essIw wlkat.on and signal hors.sramformem b. U.dwpeatd h.Ima.Underpound tendule.cables.vaults.manholes.switches and transformers:war • .• bawd vi pound mounted Facilities wen as pea.siaesfmmem and ssacls. • • Folowml the initial mums action of as bailor.Grime may front time to time construct such additional bras and . ' Mho 1K:hses as a mil midge 2. Auwe.Grsme.shell hareOwoghtolactettsoton RgM•ol•Wet ewe and MOSS th hom y _.______ ranes.anpMehenundw,pot.dud.IMOOranteshallcompenaeGransorforanydamagetothe Property cowed bribe canoe el said right td'a.ews • J Co Wog MI won.ilramnshallhawWrightmemortnmanyandallMusficelr swndingorpowinsupont e ! Rishi•ol•11a).ind alio tho light mem of thin am lien upon sew Progeny which.in falling.coukl.in Grantee%rusenabk • . yadpm.M.be I humid to Gharee,;whim . I Graaecsw,GRlgM•sf•Way.Gramm rums Menahs tome thtRigho•of•Way for any purpose nauteoadssem " • with the nMM%heron grated.provided.Owl Guilty shall not construct or maintain any building at oohs antrum eerie R111111.01•WayindOmMoi shill do no tauonyenhin Moire of Gramet's Wilma wisheui Granite's prior writtenconwm S. ineeetaity.1)a wpm and rowdier oho'swum++.Gramee arm ie indemnify and bold harmless Grierfrom • • arm and al claim lee aria sad owdanagessuflnedyanyprisonwhichnaybeausedbytheGraeaeleuteinofthe .. ' fights hernn grilled,pwided.that Gramm shall mot be reponsible to Gramm for any injuries and/or damage sv asy . . person caused by ens es emiswin of Graham ' a Aband-. ..a.'I he rqM.Arnie grained shah commie until such time as Grantee ceases to use she RyM•of•Way • . ler a perm M Me I AA swarm,years.in a huh mere this easement shall terminate and all rights hereunder shall wren tin Grantee.pees Med.Ihal as ebandommwm shall be domed to Asti mewed by tenon of 0raMul bihorto aaia0y iauan ' "•"---",- ins facilities on the RgM.N•M'as within any prod et umr horn the date hereof 0 rwwam R:26/3.11 8601975 KJ.A0101 235-75 L— sit . • '. • N. .. . •.. A Lgibli A A . • .. . * , , • . . CO , . •• 7. $feemeeme mid May&The nem see ablganems el the pe.ue.shall'suittette ben&dead be bodies rpm • •• dee*impeeint seeceson.sad Mr& I I . 0 ! I • DATED this .....—dap of 471:RfOReT • • ; r. SHIMGARD iticomr notentre six_ a Real Estate Limited Partnership 0 g.0 .11715 ( . ' . s• S . _ _• • lot I • nut tr Vh010437Cti ) ) • 07.1fri CP ADC ) .._ e • M • Ca thisa7V day of avtgldng . 19 se . before me. the Isiderslyed, a Notary ita in and for the State tort, 671—ocernissicined and sworn, personally , . aNiared ttial1. Arcii..s.....-, of - Aiii$4 •. I tr../..,..1..,.._-o .41.4",.) , A General Partner of ••:. , . . . . . •• , IMURGARP rtiCtOtlE P!OPERTJES 3/X a a limited partnership, that executed . • , the foraying instalment, and acknarledsed said instalment to be the free and voltmtary ' act and deed of said partnership for the uses and purposes therein eentioned, and us oath •. stated that Add authorized to execute said instilment. , ' . - WITMIMS yr/ hard and official seal hereto affixed the day and year in this certificate :- above written. . , • - , Wotary3114a*Wforle_ ÷CPC#te o : . - • . Washingtcn, residing it ..S,6e,„,., • ..• my commission expires /2.-/- 7, • • •.• . •• , i • t • •lie:oustriN\ 1 . . .4 I . ...... • I . . . .••4, • .1,1,,,-; ..,‘„, - • '471,WOO • • • .. 1 I • ... - ..•..: I . • e I 72 -,•I?.:_ • 7: ... ::•••.;z / , -...•.o i • , !a •ii in 1.2 • . •• iii i...• '1!C:'& • • I U -- i-g:4 to •• • . • .• . • I . . . . •• t • • ! . ' -.4 —•• . . • •-.. 1 I ••• • 1 . -• - i . • .. . .. - • • • • . • - - • • • . ` ���� ���� � � • y, L�.1•a s.a�a�....wL:.111.. I u h . ITT�, � • • • VARRANTY REED - .-CCESS In the Hotter of Prisyry • State Nightsay No.5, So. 220th St. in Lent + • • M Renton F— KNOW ALL MEN BY THESE PRESENTS,That the Grantor a ROSE MAX BARBER; formerly'ROSA SLt0]BRS, also ltaotm as ROSA MAX mom, and AL Bllckinic, hsr husband, e- irr fo►and in consideration of the sum of Tan k 00/200 ($10.00) Dollars, e2, endlother'valuable oonsiderutione N hereby convey, and warrant to the STATE or WASHINGTON,the following described real estate situ- ated in ling County,in the State of Washington: . L11 that part of the following described Tract "I' lying Easterly of a line drawn • . parallel with and 50 feet distant Westerly, when measured at right angles and/or radially from the TL Line Sut•lrey of Primary State Highway No. 5, South 228th St. in Kent to Renton. TIM Ken • . . Lots 1 to 26, inclusive, Block 1, C. D. Hillman's Earlington Gardens Addition to the City of Seattle Division No. 1, according to plat ' reworded in Volumo 17 of Plata, page 74, in fling County, Wahhing on j EXCEPT that portion of daid Lots 4 through 14, inclusive, conveyed to the State of Washington for Primary State Highway No. 5, by deed • . • reworded under Auditor's File No..3911470. • The lams heist herein conveyed contain an area 0.41 novas, more or lase, the spealtio details oenoerning all of which nay be found within that certain nap of definite Ilooition now of reword and an file in the Office of the Director of Highways at Olympia, i . %Washington, bearing date of approval November 22, 19601 and the center line of which is ':elan rewa rd ard in Volume 2 of Highway Plata, page 97, under Auditor's File No. 5249156, • 1.. • reccird.. of Ling Counter, State of Washington. Also the grantors herein convey and warrant to the 9tate'of Washington all rights of ingress and egress, if any (including all 'misting future or potential easmenta of access, light, view and air), to, tram and between said Primary State Highway No. 5 and the remainder of. said Tract "I"1 EXCEPT that as part of the consideration of this transaction, ' the State agrees to construct on the right of way the FL-Line road along the westerly • side,of said highway, and to whi0111pLine road only, the grantors, their heirs, sucoosswrs or assigns reserve a right of reasonable access, any APPROACH to said T3rLtte • roadlto be maintained between the right of way line and the shoulder line of said FL- • Line,rosd by the grantors, their heirs, successors or assign.. • T61. grantor, herein reserve the right to remove the improvements from the lands herein . • ecuviyed, assuming all lialility to persona and/or property connoted with said removal, - at arm' ties until July 15, 19621 however, on said date all improvements yet remining • uponIsaid lands shall become the property of the State of Washington and all rights of the grantors to said improvements shall then tease and terminate. • . , • • .. . . . . • 2• l 81i et8• . • • - • .- .. , • •••••_-_—1--—..4: a' . • 1--3466. . • • • JOil`. 5 1982 ' .-i,.1\ - LIMITED e A . . . . • .. . &MN&IIEN.441•111.NIA • 14 • .,.1 „LAIN DEED • • In Ma Matter of Primary • State Highway Na. 5, South 228th Street In Kant t , w to Renton • I wet KNOW ALL MEN BY THESE PRESENTS.That the Grantor . • Washington I L' '. AIM SOWED POWER&LD!f COMPANT,•1(aseaa usetta Corporation, . for and in consideration of the sum of 2-Ilhitoal'1>eaidtite- ',• ...) Dollars, and other valuable consideration. i • convoy• and quit claims to the State of Washington,the following described real estate and any • after acquired.interest therein,situate in King County,in the State of Washington, • - • to the same extent and purpose as if the rights herein granted had been acquired under Eminent Do- . ' main statute of the State of Washington: • All that part of the following described Tract "X" lying Easterly of a line drawn ; I parallel with and 50 feet distant westerly, when measured at right angles and/or - i radially from the FL - Line Survey of Primary State Highway No. 5, South 228th • Street In Kant to Renton. I 1 MST"VI • i Lot 1 to 26, Inclusive, Block I, C.D. Hillman's Earlington Gardens I • Addition to the City of Seattle Division No. I, according to plat I . recorded In Volume 17 of plats, page 74, in King County, Washington; ' • _ EXCEPT that portion of said lots 4 through 14, Inclusive, conveyed to • - _ •the State of Washington for Primary State Highway No. 5, by deed i • i recorded under Auditor's File No. 3911470. 1- i I ; • I The lands herein quit claimed contain an area•of 0.41 acres, more or less, 1 . i . the specific details concerning all of which are to be found within that certain map of definite location ' now of record and on file in the office of the Director of Highways at Olympia and bearing date of ap • - Movember 22, 1960; and the center line of which is also of record In Volume2 I of Highway Plats, page 97, under Auditor's File No. 5249156, records of King County, • 1 State of Washington. - • I' Also the Grantors herein convey and quit claimed to the State of Washington all rights ; of Ingress and egress, If any (including all existing, future or potential easements i I• ' f. of access, light, view and air) to, from and between said Primary State Highway No. 5 ' I and the remainder of said Tract "X"( EXCEPT that as a part of the Consideration of this • transaction, Ithe State egress to construct on the right of way the FL - Line road along the westerly side of said highway, and to which FL - Line road only, the grantors, their .• heirs, successors or assigns reserve a right of reasonable access, any APPROACH to said • I I FL • Line road to be maintained between the right of way line and the shoulder line of ; I said FL - Line road by the grantors, their harts, successors or assigns. 1 j it is understood and agreed that the delivery of this deed is hereby tendered and that the terms ' P. I and obligations hereof shall not become binding upon the State of Washington unless and until accepted I and approved hereon in writing for jhe State of Washington, Department of Highways, by the Chief Right of Way Agent. I. Z • • POUT •';•. POWER i,LIGET OOKPAIIT, . i +71eYday af_dlgiec# .1,4A• DI I • +.G. Dated flats__ 1 i �• _nos Pros mt.-Operations I II Accepted and approved-. ./ � lttes t I STATE OF W ^ TON _... i . _.. ..sretary • I_ DssAs'ncsrn' GHWAYS - . • 1 , r ChW Ag,e& _ . . • • i.. ••.....`zi_ • I . JUN`25 1962 - - -- - - -•. . ��.._.._ � ..-_ -- - 1. • • j dill °.? 4?" / O07 DECLARATION OF RES,RICTIVE COVENANTS WHEREAS, John M. Stone , Suzanne Stone. his wife • are the owners of the following real property in the City of Renton , 03 County of King, State of tlashington, described as E..hibit 'A' Cl attached hereto. m WHEREAS , the owner(s) of said described property desire to iniperc the fcilc:wing restrictive covenants running !+ith tho land a• to use, present and future : of the above described real property. NOW, THEREFORE . the aforesaid owner(s) hereby establish. grant and impose restrictions and covenants ruining with the land hereinabove described with respect to the use by the undersigned. their successors , heirs , and assigns as follows : al INSTALLATION OF OFF-SITE IMPROVEMENTS The owner(s) of the above described property, their suc- cessors , heirs and assigns , hereby agree and covenant to ' participate in , sign a petition in support of, and accept any tuture Local Improvement District (Liu) or city initia- ted proposal , and pay their fair share therefore, for the • purposes of providin' the necessary off-site improvements required by the Renton Subdivision Ordinance. Said improve- ments shall include but may not be limited to the installa- tion of curbs . gutters , sidewalks . street paving, sanitary sewers , storm sewers , undergrounding of utilities , and street lighting. These covenants are imposed in lieu of Section 9-1105(6) • of Title IX of Grdinance #1628 of the City of Renton. .� . _. _. • DURATION These covenants shall run with the land and expire on December 31, 2025. If at any time improvements are 03 installed pursuant to these covenants , the portion of the covenants pertaining to the specific installed improve- -- ments as required by the Ordinances of the City of Renton r- shall terminate without necessity of further documentation. . Any violztion or breach of these restrictive covenants may be ' enforced by proper legal procedures in the 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. 1 . STATE OF WASHINGTON) COUNTY OF KING ) l On this /:.5./ day of .A)/(' «- . 197<r , before/ me C', R \,i C {'n„( n ( ��tc I personally appeared _y` •j " the person(s) who executed the within and foregoing instrument. and acknowledged said instrument to be the tree and voluntary act and deed of said person(s) for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixti my official seal the day and year first above written. I 1 1 r0.10,w , , at,„ c, 5/4("do'o 9•c,_ 1 • 4*«• � i. Notary Public i c i n and for the Ste1. t s ,., f of Washington. residing at )... . ‘ yy" 1. �J�1le • EXHIBIT "A" LEGAL DESCRIPTION Lots 1 to 26, inclusive, Block 1, C. D. Hillman's Earlington Gardens • Addition to the city of Seattle, Division #1, as recorded in Volume 17 of Plats, page /4, King County, L'ashington, EXCEPT that portion of Lots 1 to 14 in said Block 1, lying easterly of a line parallel with and 50 feet distant westerly, when measured at right angles and/or radially from the F-L line. survey of Primary cr..... High.-ay South 228th Street in Kent to Renton. O Q 8 N m N INLMMJIMMNMW t • • • • 1l.i l . 1'1 \I 1.,11 . ,`\tI 1.1\1 I - T I�1 II ILI I I a •1 N 11 `'I•• . •a 1, 1., . •1: \► mash: an.i t•ittt It.t a lit l• III • Ate/ . .. • lu• • 11 Ii. . 1 11 1•1 1 \I11\. .1 ..tall:. 1i:..1 ..•I I'..I..I . I ,.1,. .I .. . .I tet Co.!: City, Iiitvt'r the laws and statutues of the ',t.lte lst ita�h 111Kt, . th . ot e Ina ttt•r rett•rrest to a. "1 Itv•', and JOHN ►t. SIONI Ira U') .tear. :ta►ter referred to as 'lletel. • :r" tIVV II I a \ I `• • MII' KI .1s "the Developer" %s dt•saaoats of installing certain water lines .and 11'plarlt•nan..e• thetelo at , near, OF within the lae rcinl.eliiw .leaa abed pi .pelt) and to connect same t•' I he t'itv's lit ility System NO that such improvement+ will ••n•t %tote an integral part thereof; and hall RI is no other property owtl••rs or users are presently available to share • • In the ♦ost and expense of construction of such improvements .and the part it's hereto hating in mind the pros asiuns and terms of Chapter _tat of the 1959 •e••aons i .aw., gener.alls referred to a• a "Muntcapal Mat:r and sewer IUcaIa • i ties Acts IRO% :5.91.101 et setii"• and tIi1.1:1.11 "Ibe tietelope:" as willing to pat all the lusts .and expenses for the anstal tat atan of saa.l improvements; Wit iiii iu a i•a:a , I I IN MICR) AGRI I II AND C111'i.\:1N I LIt lcl .1\II RI I Ill I.\ I III litlfti SAIit I'11:1'lI s .ts 1.01.1.01%S: the "ateyeloper" hereby acknowledges and covenants that the is the owner of the Ioilowln described property, to-wit : Lots 1 through 26 inclusive, Block 1, C. D. Hilirian' Earlington Gardens 'division No. 1, TOGETHER with vacated Taylor Ave. adjacent, less St. Hwy. • and the "Developer" hereby agrees and covenants to cause to have installed the following described inaproaeIaents, to-wit : 343 1.f. of. 12" C.I. waterpipe and 710 l.f. of S" 0.Is waterpipe and 5 fire hydrants and all appurtenances pertaining to said water ma'n in vicinity of Southwest 23rd. St. and East Valley Highway. • and such installation to be made in full compliance with all applicable codes ;rig and 'regulations of the City of Renton. The "Developer" further covenants and warrants that all expenses and claims in connection with the construction and j ;Tl installation of the aforesaid improvements, whether for labor or materials or • both have been or will be paid in full, all at the "Developer's" expense, and Ahe "Developer" covenants and agrees to hold the City of Ret.ton harmless from any liability in connection therewith. ii e31Z_ 11FORECORDAT REQUEST OF r,i ... yy tF cm MIS z '" s 'e • • F'Ia Art :0. ./ . a. SI43S T rt Ali MIIIIIIIIMMINA_ All\ -, : , Iln "I .•le,opet•' tutt lie t .ettIiiv • that the I I.; , 011 I I It. I loft .1, I1. I. In the%. .1.,., 11 i.•.1 wI : I U.• 1,1 I1 Is ••a•• . 18.178,'i0 ha,% l on ,aid total .tl:..11ttlt of .o,t , $, +Vex• ( veinico il<x 0. I Ile .osl ;IV; 1 rout I t tle.s I foot 1.•••'•• .• 1.;{sill v1•••'11t t ,aid Improlement shall he employed to determine the pro t`.+tt! r l but e ,o L sat. ref , ' .+to the "lie\l•lUl,l•1''• tr. .111% ..w❑l•1' aft realestate, who did not he l Ul•Itl ly wI5IIL to tap int., "1 originaloriginalo••I of ,u.h Iwl/tolelaenl , and who sal sl•4 sheel. unto 01 u- ...ilia Ia. t I ill te,, whi.h tapor Ituukill) shall tn. lu.lc .know. In t Ions to literal, or branches connecting thereto, 11 subject to the law, au., Vor.iIn.ln:r• of the I it% of Renton and the provisions of this .\greentent . It I•' Jherrl*y further agreed that in the r%rnt the total altu.il cost of the a utl a3 Je.. rl I, hed IWII ntl•,I ,leI ,hall he .Itfletcnt It'o111 that set forth hetctnal,ule, } 1 he duly amended to ,et forth the fatal as. u.11 .usl Ilion t 11 i \the`drol'hata tCost thereof. Per lineal front foot i, $1:1.11`1»/1.f.f. • i gip. It is hereby found and determined that t he onstr ction an` i ns tallati`,n rtherace 3,' ,aid aforewe=•c:•ibe.l improvement is in the { ubli'-` of publtc health and sanitation. 1. the "Pe%eluper" herb% agree s and covenants to convey, transfers an.. assign unto City all right , interest and title in and to said improvements accessories thereto, Ire• from any elatnt and en i 1 and all a;•1•It• t :t.urc c s .ul_i :o cumbrance of any part: whensoever; City agrees to accept and maintain said improvement .Is part 01 its present Utilities S)stems upon approval thereof by • the City I.ngineer and after inspection of said construction, fhc "Dcveiu;,er,. further agrees ..nd .•,venanls to execute and to deliver unto the City any an.t all Jocume•Ils in_ludi,lc Quit Claim Deeds and Bills o.0 Sales that may. ,easoly be necl:•,::.y to fully lest title in the laity and to effectuate a'.y • ai .ih ;;in; ` and transfer. the "Developer" further agrees and covenants '" this .:�nr ' City such service or other charges as may be imposed by the to pay unto t... • Ordinance of the City of Renton from time to time applicable to li a users • of the same class. 5 City reserves e'ie right , without aftccting the validity or terms of } this Agreement to make o: cause to be made extensions to or additions '- f _ the above improvement and to allow service connections to be made to said extensions or additions, without liability on the part of the City. u. �o person, firth of corporation shall be granted a permit or be ; tap hookupunto or use any such facilities or eaten- ' • !�• authori:cJ to into, 1 the period of Len (10) years from date hereof. without . fir, • lions thereof Jurinl, and all other costs, fees t first paying unto the City, in addition to any i and charges made or assessed for each tap, hookup or use, or for the water , re main f:tci l it ies- constructed in connection therewith. the amount thei City , -4, - i. provisions of this contract. All amounts so received by � 1 ��. ', by the p '� • paid out by it unto The "Developer" under the terms of this shall be. after receipt thereof. Furthermore. in T agreement within sixty 6U days } case any tap, hookup or connection is made into any such contracted 1 , ,.. ,..,., 4,....., "-.".. ^fl -' ,✓rJ1 `::it• i < F . G � i G • . . •... JItf�, •'Vz•. isKS ,+•I . L'-.1✓l..�7 w s t . ..rT -q. '. . r d1_y., ,• t . '• 'i ..mow 2 v. w.. uzA-.y.tyKn ' -•; '�'u--;.2—::A v" • • Ca►iltty. without such payment having been first made. the legislative . h"Y of the City may cause to have removed such unauthorized tap, hookup or -‘. •, connection, and all connecting (title or pipe) or related accessories located in facilit, ul is w the. i •ht•ui' ay. and dispose of such unauthorized material • � %o removed, without any liability on the part of the City whatever. It is further agreed and covenanted that upon expiration of the term of this ) y '1,.;• Ag.reement , towit : Ten (10) years from date hereof. City shall be under f `: Nnu further obligation to collect or make any. further sums unto the "L'eveloper'. -I` The decision of the City Lngineer or his authorized representative in i ' 4. N Ueter�rining or computing the amount due from any benefited owner who wishes t. ' �to hookup- to such improvement. shall be final and conclusive in all re- m spects. b. ; The CITY reserves the right, without affecting the validity or terms of this AGRLIiMIiNT, to make or cause to be made extensions to or additions Pr Pr of the above said water mains and to allow service connections to be made to said extensions or additions, without liability on the part of CITY. — 7. It is further agreed and understood that the aforedescribcd improve- _ ments to be undertaken and paid for by Developer • A have been or are about to be connected with the Utilities Systems of the `„ City.. and upon such connection and acceptance by the City tnrough its 4 legislative body, said extension and/or improvement shall be and become a , . part of the municipal utilities systems. - a. This agreement shall be placed for record with the King County Auditor's Office immediately upon execution thereof and all costs of record- ing shall be the responsibility of the "Developer". �- DATED THIS /7 DAY OF t't �� ,19�� { •.• CITY OF R"NTON, a Municipal Corporation DEVELOPER: ', By: W 4 aurt4 O Lh. Mayor B y Ma -�- By` ,��►tt4 "C City Clerk John M. Stone ' STATL OF WASHINGTON) - ) ss COUNTY OF KING ) ?" On this day personally appeared before me Sot,„ ►"' • S 4'"i",' 1 known to be respectively. cif- u t corporation that executed the within and foregoing instrument, and acknowledged • said ,instrument to be the free and voluntary act and deed of raid urpur.t;on ' for the uses and purposes therein mentioned, and on oath stated tliap.*hey '`' were 'authorized to execute said instrument and that tha seal aff,kxed is 'the corporate seal of said corporation. 1 . GIVEN under my hand and official seal this, day of 1-. .4,4,a 196_1 `. i • Notary u l�ia and for th� Late of • -- Washington. residing at Sc «--i ". rr •. .y SUNK'.NED AND SWORN TO BEFORE BIZ Wit. _4 . ' f +.� V. -. Nem Pick im .r�l r1 fR it B{Mi d rirltlaRi� '.�F,�u.. L_. .. -- •• •t 'n.. ca` :..tiy,. .�3.r'x,.q• :� '3' j ""}}p, ;P`J:%t tJls• :J.ri.:.,i;i �Ji'.'ri, ye ! _ -.f.jj ,,:it`'r �.k.•. "iM.i�t,i':':'.v., •:..�• ;S •411.1, ,j-.{: 4;,k of 'r' r%..z.,•, : 14`is si7it-ers:4,• ' •: ffr ,�.�,1-,:•:1;,�•s^,.y..,,i., ri,. .i �. /`rY.f,Gi 0; .gr1 • . .i } ri.�•.: '91 :':r,,_ ,Y,•t�) tit'-" 1 #" +Y"'�7Mn.- `,+ •.: .. • .L`.6i'. .' t y_i�TT< i. :. ''C •F;`••�C7a.�l'l:E�e'?7:,: .7:�Y.• r•:1 .��'{!••.(. c.,• fa J,.•'.:a..! �.. 1s cxrl'!7 4:3'. � ,r. �T l ?1. '"S% 4�g. tr�� •1' * •: r• c . C32' lG .. ., ....tom •',;y y4 ? as 'f�''•, • • 14. 1 • I.. 9305131872 .1., i - 2 I t F 8 ici i 6 /g g a • ds o > 4 i -i[ii . 1 1 I ..kif § w. Is ri I •i 1 ; Ise vvv a . 1!� I ., tl Z Y ,� s! f i .4.t 1 1 1 .k 4 ..g° I S A - irl 1 1 1 f ••• tAl .8 .. A i,' i ....., , i g ' n .1 :1 p.- if § If ii I li ll `'I> id • t 1 g 1 t j;r ! III § 1 v e• l 7 P, IT e. i ' g t i 24 F 33 18 s El I t i g lk-‘ -10, 0 1 t ., • g i I ,t .1;t 3 1 i fi, P. 8 r ... .. E :. gi4 lc Egli , ,, , r.:',A: it:s 1$ li P qi it 1. f ;: UI 1 d :: -- ) 1 tes .�n....': 9 �,...• ' _tom' 7L, ' ,Yt .i:,.t.�; •''},5. �.. t' z,�.0p.. "j•'. .•r. :,;:k�,r.f':. • a,... 1, r._?{t 'nKi':•'It'•; '{ - ....I'� PROJECT No. W-535 I. en G OV1 g _ _tomZ en ..r— r ,:. , ., AGREEMENT AND CONVEYANCE 8'_•,��4.••C•G M073t D a RE.:E. F E ,rj:, �; Cr) �:y RE: UTILITIES SYSTEMS -ryr E'RSHSt.. *4-*w.F�.00 THIS AGREEMENT made and''•ente red into this a6 day of '7'J"2rL.(i 1 1987 by and between the CITY OF REN'0N, a municipal corporation of the second class under the t7 laws and statutues of the State of Washington, hereinafter referred to as "CITY" and iiTRI-STATE CONSTRUCTION COMPANY hereinafter referred to as "DEVELOPER"; O wITNESSETH: m WHEREAS "The Developer" is desirous of installing certain water leg 2010W lines and appurtenances thereto at, near, or within the hereinbelow described property and to connect same to the City's Utility System so that such improvements will constitute an Integral part thereof; and { WHEREAS no other property owners or users are presently available to share in the cost and expense of construction of such improvements and the parties hereto having in mind the provisions and terms of Chapter 261 of the 1959 Sessions Laws, generally referred to as a "Municipal Water and Sewer Facilities Act, (RCW 35.91.101 et seq)"; and WHEREAS "The Developer" Is willing to pay all the costs and expenses for the installation :j:� •=rs • of said improvements; NOW THEREFORE, IT IS HEREBY AGREED AND COVENANTED BY AND BETWEEN THE AFORESAID PARTIES AS FOLLOWS: 1. The "Developer" hereby acknowledges and covenants that he is the owner of the --- following described property, to-wit; Block 1, Hillman's Earlington Gardens /1 as recorded in Vol. 17 of plats. • • Page 74 Records of King County, Washington; LESS Lots /27 and 28; and LESS State Highway. -:; and the "Developer" hereby agrees and covenants to cause to have installed the following described improvemnts, to-wit: Approximately 1330 L.F. of 12" D.I. waterliin in East Valley Highway between S.W. 19th Street to S.W. 23rd Street including three. (3) fire hydrants and all appurtenances pertaining to said waterline per approved plan W-535 on file with the City of Renton. -5, and such installation to be made to full compliance with all applicable codes and - .i: regulations of the City of Renton. The "Developer" further covenants and warrants that all expenses and claims in connection with the construction and installation of the aforesaid improvements, whuther for labor or materials or both have been or will be paid in full, all the "Developer's" expense, and the "Developer" covenants and agrees to hold the City of Renton harmless from any liability in connection therewith. 2. The "Developer" further certifies that the total estimat.d cost of said construction as hereinabove specified will be in the sum of $ 47,743.62 See Exhibit "A" attached hereto for the legal description of the lands affected by this Latecomer agreement or a map showing in outline the land affected by such addltings' charges per the terms of this agreement. Per RCW 65.08.170(3) (RCW 35.92.025). —_---41' ". l?')° :;3'.::, 0 _ . .. 1.. - Based on said total amount of cost per zone front foot (zone/termini) of said improvement shall be emp oyed to determine the pro rata reimbursement to the "Developer" by any owner of real estate, , who did not contribute to the original cost of such improvement, and who subsequently wishes to tap Into or hook unto or use said facilities, which tap or hookup shall N include connections to laterals or branches connecting thereto, all subject to the laws and ordinances of the City of Renton and the provisions of this Agreement. It is C! hereby further agreed that in the event the total actual cost of the aforedescribed C improvement shall .be different from that set forth hereinabove, then this Agreement will be duly amended to set forth the total.2394 actual cost the-eof. The pro rata coat ll1lliI:?°°Vw— per zone front foot t.e $ 29 3. It Is hereby found and determined that the construction and installation said aforedescribed improvement is in the public interest and in furtherance of public health and sanitation. 4. The "Developer" hereby agrees and covenants to convey. transfers and assign unto City all right, interest and title in and to said improvements and all ap purten- ances and accessories thereto, free from any claim and encumbrance of any party 1 whomsoever; City agrees to accept and maintain said improvement as part of its present Utilities Systems upon a 1 Y po pprcval thereof by the City Engineer and after inspection of said construction. The "Developer" further agrees and covenants to execute and to deliver unto the City any and all documents including Quit Claim Deeds and Bills of Sales that may reasonably be necessary to fully vest title in the City and to effectuate this conveyance and transfer. The "Developer" further agrees and covenants to pay unto the City such service or other charges as may be imposed by the Ordinance of the City of Renton from time to time applicable to like users of the same class. - ' 5. City reserves the right. without affecting the validity or terms of this Agreement to make or cause to be made extensions to or additions of the above improve- ment and to allow service connections to be made to said extensions or additions. • without liability on the part of the City. .' 6. No person, firm or corporation shall be granted a permit or be authorized to _ - :� tap into the facility for water or sewer service during the period of • y_ . Ten years +y from date hereof, without first paying unto the City. in addition to any and all other - costs, fees and charges made or assessed for each tap, or for the main facilities -_ constructed in connection therewith. the amount required by the provisions of this contract except such charges shall not apply to any extension of the mein facility. All amounts so received by the City shall be paid out by it unto the "Developer•' under the terms of this agreement within sixty (60) days after receipt thereof. Further- more'. in case any tap, hookup or connection is made Into any such contracted facility A,j without such paymenthavingmade, gbody City may t been first the legislative of the :'; cause to have removed such unauthorized tap, hookup or connection, and all connecting (title or pipe) or related accessories located In the facility of right-of-way, and [ :_ dispose of such unauthorized material so removed. without any liability on the part of , the Cit, whatever. it is further agreed and covenanted that upon expiration of tiro 4 term of this Agreement; towit: Ten years from date hereof. City sMil be under no further obligation to collect or make any further sums unto the "Developer". IThe decision of the City Engineer or his authorized representative in determining or computing the amount due from any benefited owner who wishes to hoop up to such improvement, shall be final and conclusive in all respects. ' ` 7. It is further agreed and understood that the aforedescribed improvements to be undertaken and paid for byDeveloper In P • r% have been or are about to be connected with the Utilities Systems of the City, and upon Csuch connection and acceptance by the City through its legislativell body, said extension •P. C �p and/or improvement shall be and bccome a part of the municipal utilities systems. SR: 8. This agreement shall be placed for record with the King County Auditor's Office immediately upon execution thereof and all costs of recording shall be the /11) a responsibility of the "Developer". I DATED THIS q2.3 DAY OF /2/ 40 let . I • CITY_OF RENTON A MUNICIPAL CORPORATIONIrg DEVELOP BY: Dt7:s01t i '� ►.at. BY: r d/b/a a. • MAYOR / BY: BY:Tri-State Construction Company ` CITY CLERK (An individual rroprietorsnip) 4 CITY OF-RENTON DEVELOPER i ! STATE OF WASHINGTON ) STATE OF WASHINGTON ) es ) ss . COUNTY OF KING ) COUNTY OF KING ) -" On this /stay of /nag, , 19815 On this d personally appeared before me before me personally appeared no /774.46irs✓li. C/74 ri• , to me known to (Cr or a) 1 be the ( game, City Clerk �"' or other authorized +'- J a officer or agent, as the case may be) of the ( municipal corporation that executed the to me known to be the individual(s)de3cribed within and foregoing instrument. and in and who executed the within and fore- - acknowledged•said instrument to be the free going instrument, and acknowledged that he and voluntary act and deed of said municipal (she or they) signed the same as his (her �' corporation, for the uses and purposes or their) free and voluntary act and deed, • therein mentioned, and on oath stated that for the uses and purposes therein mentioned. he was authorized to execute said instrument Given under my hand and official seal thin ; i and that the seal affixed is the corporate 23rd day of March , 1913,,. '''-_- seal of said municipal corporation. `, IN WITNESS WHEREOF, I have hereunto set Signature of officer and official seal ~-j my hand and affixed my official seal the day and year first above written. -'� 14,1 a Signature i Title of Officer Notary lie is milko:; Stets s:t il Z�� Washington, residing:22,— raty :. Notary Public in and for the Stet of �•;. • • ' j fl.j, Washi gn ftc. resin n in .. .s i. imMEM 1111 • EXHIBIT "A" " NOTICE OF ADDITIONAL WATER OR SEWER FACILITY TAP OR CONNECTION CHARGES REQUIRED BY RCW 65.08.170 (3) (RCW 35.92.025) MUNICIPALITY - CITY OF RENTON, WASHINGTON ADDITIONAL TAP OR CONNECTION CHARGE PER: Latecomer Agreement W-535 PROJECT NO. : W-535 • r. • g RECIPIENT: Tri-State Construciton ' g BRIEF PROJECT DESCRIPTION: Approximately 1330 L.F. of 12" D I wet .m jn sgin East Valley Highway between S.W. 19th Street to S.W. 23rd Street and all appurtenances pertaining to said waterline per approved plan W-535 on file with the City of Renton. TOTAL ASSESSMENT COST: $ 47..743.62 i TOTAL ASSESSABLE FOOTAGE: 1,632.85 ( ZFF Footage ) TOTAL COST PER FRONT FOOT OR SQUARE FOOT: $ 29.2394 If there is any question regarding the paid or unpaid status of the following assessments, please call the City of Renton, Utility Engineer- _ ing Department at 235-2631. ASSESSABLE I+ LEGAL DESCRIPTION FOOTAGE ADDITIONAL CHARGE f 334040-0005 Hillmans Earlington Cdns fl Block 1 Lots 1 thru 7 incl. LESS St. Hwy; TGW Lots 22 thru 26 incl. (Pace Ind. Group) 334040-0006 746.63 ZFF $ 6.030.00 PAID Hillmans Earlington Gdns #1 $15,831.01 Block 1 Lots 8 thru 21 incl. LESS St. Hwy. (Pace Ind. Group) 334040-0745 815.47 ZFF $23,843.85 Hillmans Earlington Cdns fl Block 6 Lott thru 32 LESS St. and LESS St. Hwy. (Metro Ind. Dist. Inc.) 192305-9016 -70.75 ZFF 82.068.76 PTN W 1/2, SW 1/4, SE 1/4 Lying SWLY State Hwy. le TM TA Puget Sound Power 6 Light) •' TOTAL 1632.85 ZFF �'_� f MINI Mill • r . 1 I H-535 PARTIAL SATISFACTION OF LATECOMER'S LIEN Ocr11 92.1 An'Oil WHEREAS, a latecomer's agreement was heretofore executed by and between CITY OF RENTON, a Washington municipal corporation, and TRI-STATE • CONSTRUCTION WI{EREAS, said latecomer's agreement was recorded on the 9th 1 day of June • , 1984 bearing Auditor's File Number 830609( 3I ,and WHEREAS, said latecomer's agreement creates a lien on specifically defined properties; and WHEREAS, a certain parcel of that property has fully satisfied its portion of the latecomer's agreement; and WHEREAS, it is necessary that said parcel be released from the lien created by the latecomer's agreement; 1111 IN. NOW, THEREFORE, BE IT KNOWN: CD 1. That the latecomer's agreement bearing Auditor's File Number 8306090731 , has been Partially satisfied and the fallowing IIIN described property should be and 's hereby fully released from any claim CD under said latecomer's agreement: -.1co LEGAL DESCRIPTION: py 334040-0003 PAID $6,000.00 STONE SETTLEMENT A Hillmans Harlington Cdna fl TO TRI-STATE Block 1 • __ il 'Lots 1 thru 7 incl. LESS REMAINDER $15.831.01 DEVELOPERS PORTIO! St. lhry; TM Lots 22 thru OF INSTALLATION OF WATERMAIN NOT ASSESSABLE 26 Sae1. UNDER TERMS OF LATECOMER AGREEMENT. I 334040-0006 I Hillmans Earlingtoa Gins ii ee/10/21 M0277 B Block 1 RECD F 3.00 Lots 8 thru 21 incl. CASHSL ****3.00 '1 LESS St. Hwy. "i BUT this release shall not impair the lien of the said latecomer 1 • agreement recorded under King County Auditor's File Number 8306090731 , - t as to lands therein described not hereby released. t SIGNED this /,;' day of OCTOBER , 1988. ' DIRECTOR OF PUBLIC WORKS Title STATE OF WASHINGTON .4 COUNTY OF KING ) SS On this day personally appeared before me, Richard C.Houghton s. r to me known to be the ptbIIC WorktDlrgeto, ' and acknowledged to me that _�was authorized to execute the within on •• its behalf. That_� fort-acknowledges�_ executed the same a's bt. free and roTuntary act and deed, for the uses and purposes therein =+ mentioned. GIVEN under my hand and official seal this 18th day of FIB 111118:11O II HEST OFt • `.,. ..' ��«R otary ublic in and or the }}' • ;ME State of Washington. -.:‘1., �r :;�` - lly appointment e:tpirest 7X349 - . 1J:F-A.06 5/20/87 7 2Q-87 .' , `+ r i r•. 4.11\• _ • I,►. IMMINIIIIIIII • Whin RECORDED MNI TOc R a DRI� JUL121994 MO tM Amyx SouthLCAGII Si4 w. Re, .A 9oosS Assess Dist I LIU TERMINATION OF A PRIVATE DEVELOPER HELD LATECOMER'S UEN ' WHEREAS. a latecomer's agreement was heretofore executed by and between CITY OF RINTON. a • 1 Washington munlc:pal corporation.and Tri-State Construction Company. :I WHEREAS.said latecomer's agreement was recorded on the 9th day cerium. 1983.hearths King County t Recording Number 8306090731 and expired on June 9.1993. f' WHEREAS.said latecomer's agreement creates a lien on specifically defined properties:and ' EREAS, it is necessary that all parceb covered by the legal descriptions bearing King County Ing Number 8306090731 be released from the lien created by the latecomer's agreement.due to - I vi{s expiration. . C3 • ', OW. THEREFORE. BE IT KNOWN: 'Mat the latecomer's agreement bearing King County Recording umber 8306090731.has expired and all described properties within the latecomer boundary or on the roll should be and are hereby fully released from any claim under said latecomer's agreement ' prod no other reimbursements are due Tri-State Construction. • SIGNED this rday of July. 1994. BY: altALL ill -VeLLAjpegity—isor 1 Mate Haight.Property Services agent for Gregg zirnme n.A,a.�G t�or • is Work-' -STATE OF WASHINGTON ) ) SS - • COUNTY OF KING ) • . • On this day personally appeared before me.Arlene M.Haight.agent for Gregg Zimmerman to me known to be the Administrator of Planning/Building/Public Works Department and acknowledged to me that she was,authorized t within on its behalf. That she further adotowkdges she executed the same as a free and Kg! r.. deed.for the uses and purposes therein mentioned. Dated: ! 4 t�^ AO, !O'iy.. (7 ti sss Notary Public in and for the State of Washington •' • sa 016; �.r Notary(Print)T , ' ,C RF•cAl e, Si,°�W d." My appointment expires: flue gi 199y • EXPIRED MiREEMENT/►YT WAG ' ?4-ao49 t 4agafir s344..V.1/9.11 I • '.. (---- WI D �Ei A1M107 MI lid 00tW inl.ttl0K • ? M KO \O SUPERIOR COURT OF WASHINGTON - COUNTY OF YAKIMA ABSTRACT OF J ?UDG Ei1T a TITLE: SMITH VS SHURGARD STORAGE CENTERS g ' JUDGMENT NUMBER: 96-9-02506--7 t ` CASE NUMBER: 96-2-00356-4 c x c V SIGNED BY : JUDGE VAN NUYS DATE SIGNED: 0S-16-96 '. • istyino ' DATE FILED : 08-16-96 AnrrM """"'�"'w*nvi. EFFECTIVE DATE : 0S-16--96 MOTE: . ORIGINAL PARTIES TO ACTION - -------- ------- PLAINTIFF: SMITH, THEODORE CC DEFENDANT : SHURGARD STORAGE CENTERS • • 0 ATTY FOR PLFi. / PETITIONER:PORTER , FREDERICK E. up ATTY FOR DEFENDANT : POWELL , JOHN EDWARD DUKE JUDGMENT DEBTORS N DEBTOR : SHURGARD STORAGE CENTERS • I • e■I _.__. --JUDGMENT CREDITORS-- CREDITOR : SMITH , THEODORE • • CI ' ------- ATTORNEY(S) FOR CREDITOR _.- ATTY CR: PORTER, FREDERICK E. DATE ! 'EXECUTION DOCKET ! $ AMOUNT 0S--16-96 ! JUDGMENT '. - 1 ,075.00 ! INTEREST AT 12% PER ANNUM • ! 12-19-96 E ABSTRACT OF JUDGMENT PREPARED FOR FILING ' I , KIM N. EATON, CLERK OF THE SUPERIOR COURT IN AND FOR YAKIMA COUNTY , STATE OF UASHINGTON, DO HEREBY CERTIFY THAT THE ABOVE IS A FULL, TRUE AND CORRECT ABSTRACT OF JUDGMENT IN THE ABOVE ENTITLED ACTION AS THE SAME APPEARS OF RECORD IN MY OFFICE. WITNESS MY HAND AND THE SEAL OF THE SAID SUPERIOR COURT AT MY OFFICE IN YAKIMA, THIS 19TH DAY OF DE_CEMBER , 1996. KIM M. EATON, SUPERI'COURCLERK -DEPU CLERK • • 1I