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Home My WebLink AboutLUA97-076 • g Al '` I PLANT SCHEDULE .' SYMBOL BOTANICAL/COMMON NAME SIZE/CONDITION 9 i r ~—I I IC) FRAIMNUS PENNSILYANICA'URBANITE./ 2-1/2'CAL,12'-14'HT,B&B I,': ICI :;✓-��/� J�j URBANITE ASH WEII-BRANCHED AND MATCHED . .' �" •`: ,' SPECIMENS BRANCHED BETWEEN 5'-6' .•. ', �• / O P - UDNOAMBAR SIYRACIRUA 2-1 2•CAL,12'ASS HT.,B&B, `. �$: ! . ia, SWEETGJM WELL-BRANCHED AND MATCHED ,••. •4. , t �' SPECIMENS,BRANCHED BETWEEN 5'-6'. ,xY ;•: d 13C+: CERGDIPHriLUM JAPOMLUM/ 2"CAL,MO.10'HT.,B&B,SELECT FOR �: •• t'.' ./ ' SE NATSIRA COLUMNAR CROWIA BABB,UPWARD j �:,• ''6 - '� /�I ? ARCHING BRANCHOLG. ;' � ' 7 ��' O' tit ;„La= PRUNUS LAUROCERASUS'OTTO LUY1tEN 15-12 HT.&SPR,36'O.C. • t OTTO LUYKEN LAUREL 1RIANGUTAR SPACING,B&B OR CONT. ati i 't ARBUTUS UNEDO/ 24"-3(1'HT.&SPR.,5 CAL CONT. I• I• DRUG STORE KA ��' ARRANUERRY TREE 14,000 SF t '/ e, Q EUONILUS ALATA'COMPACTA'/ 30'-36'HT.&SPR.,B&B OR CCITT. .a: .��:;.,''.:' CONSIRUCnON'ME=V-x tt `,.' OCCUPANCY t RETAIL t I` 00MPACT WINGED EUONYMUS • t {tt 30•-36"HT,SPR.005 ' . BUIIDWFF-36.0 NI' I a 2 al i VIBURNUM PUCANM/ t: t I TOMENTOSUM/DOUBLEFBE VIBURNUM C ) LABURNUM 5NUS'SPRINO BOUQUET/ 24'-30'HT.ANS SPR.,B&B,FULL J:h �1 t I/ s LAURSRNUS AND DENSE TO BASE'01'-0"O.0 J• P ,.t- COTONEASTER LACTNS/ SPACING. • n • .• A• ;, II PARNEY COTONEASIER 36"HT.AND SPR,B&B.FULL AND DENSE TO I BASE 04.-0'O.C.SPACING •�� .4V•!r I� COTONEASIER DAEMEPo 1'CONT.0 30'O.C.TRIANGULAR BEAJiBERRY COTONFASIER SPACING. .,P ti0 6- iti�j M1 . •. ' I -J ROULH CRA55/EROSION CONTROL SEEDING iiii. t�3 '•M sit mot.-+ 14.•.�,.•. A �:�: �� 1 ;:••� I`�. ... ST.JO NW CALYGNUM/ /"CONT.0 30'O.C.TRIANGULAR r dr +a+f•, Q 55Q •; ,��i �e ST.JOHNW'ORT SPACING. VAN= .. / '�/ '.� ?' 1.I/4'''..4 N.:.iii:Y.:::•§:3:::r;:3 1 , -7y` Iv'f/�/jl %/!'•%%✓S::'r'sLr`:, cj, /!i: %'�' t''}';:;,`,, .;f ! (( " J � q RAPHIC SCALE NS.W.SUNSET a.BLVD. y". -..�- (a mar) • G NO. DATE BY REVISION DESCRIPTION DESIGNED 'IT, DI: ISSUE DATE: Washington Land Design PROPOSED DRUG STORE .3 BF DRAYM BY: 5/20/97 Planning&Engineering PROJECT NO. 10700MMdJAnALenueN.,SWfe503 RAINIER AVE S.AND S.W.SUNSET BLVD PRELIMINARY LANDSCAPE.PLAN - L-1 - -- . CHECKED BY: Seattle,WA 98133 971511 RO6)36.9-955 FAX:(206)uc0,25 RENTON,WASHINGTON i 1 • . . . j I . I i I 1 . : I lC: 1 i ,6, 0:,-u LAS 1,-...t. 1 ‘• a •• B. TYPE I Eau.,•-•9,rho.4r4 . . . 4.3=CRETE • .; RETAINING TTATT., --. _ ,l'•--"...---4'•"•."._.;;*‘.t. ::-..-y.r."---,E".:•41.,,, 45,.,...9,,,:.•.y.,,...(..?•/..,,,,,..•;.1•' 1 r • , 1 • -.i.---,.---, --. ----,,, ---• ....: —. .... — i I ! . . . - i , . ::..'..,...'•.'4,/ ... '; - ,' - . I i , -,..i.,.! .." vi, ,.- ••• -. - 140. ..i [‘I ! , :.:Ti,.:1 i i l' 'NI, ' • I. ! ..' .M MN x.:, 1 .'t '.• . . , ....,. . rrPE I CB . 14:11'1! 7e / I RNA= .9 1:T;T:.:' . 59-k 41-r: ;,-; ,,.• J•44 9, '' . "I •- " \ i nu •L• -------,.......4.s? gq.,.....„-, 0., . , t *, .T ' . t • .__._... ,...4.,.:i - _. ..... ..... _. ••__. SCUPPER 1 .. . CURB,TYP.• • ''' ilt.. .,,inr.,0 ; .. • " • , ,. , c-, .111P El' l i,,. ,.. 6',:i...,....'", • 4B ...,..•• i::: '4.5 ''''., I . . 5'BENCH AT EX ::;Y"•.••''..':i , I - i • i :::• 1.7 i , -'.". ELEVA110 PRIOR ::, 5 • TO 21 CUT SI. °PE-4-7.7- '•"' ."•• . •'DRUG STORE . .- 1 : -i . , :',,, .,.•. m2.6 ,ccpsuNclioN rtpc=V-N .1' , ,.,......„.......r.,$.5i . i :OCCUPANCVVVIILI'. i S'''' ;131.1111)1116 HEICIIT:.3Ct'; ,' ' 4.' ''' - ,, f•,Y ::, :...*i.11-1-.1,i --- i 50 TIM . I CONNECT TO TEST I' '2:. EX 4:li . -- . . •• • . , •ft • .-- ,, oli---.1.4 '.- • . EX EAST MATCH EX GRADES •,,4, • . . . ••-‘2'""T• ' .1. 49, if • .,: ;; ; AT PROPERTY UNE. ,'•rr . . • ii,S , !,..,.,......'' ' -;•-•---'' ''-. ',' .1 •. - I! :i.'„,.. g TIP. ;....,r••,...0 • , • .RCKIF:ONAIN LEADERS:%••••1 4 Cll.' . ''''' .: --.-r' *V•':'1'dt.iiii .• ,• 4- .TO cgtogT-Ter-- i ,,... A .. k,.,,, _•---._ ". ..;2:`,:" '' 4..5••Itic ,,!', • e.... - .,---:' l''' 7 '1: .; 'I, ''. ;'••••••;••••,'. r .„.,,,,t.....,...., _. 14\:..:,.,..',_.,•,.,'=,:,... .V.:.",..-'0105,B..51.E.S.J1TP.),'' . . • • \ .. 4 .. r I .1 q . .1,-',--.'••••/''': .. 'FS'!'''''' _' IC C"\. ,'" ,).•,... '1 .. ,, . 1 Y II' I 11 . '...'-‘'S...dC) itit,BIT420:---'-• . 1.1'''.• • .‘•'''':- r. ' l' 'er.;'.."‘•;•4''''':gy• .:.1, c / •' I ; II . ;$ '••., •';,,E0. ., -0,....T-T-',f‘•.,..-E-T-c-T-- ' •',.I 1 'I .:..,,...•?4--:',.0..T:.•Illa ' ./ .' ••• "• . ' ' il‘, IT i . . A BICETLTRA744 SWALE • Pt- i . , • e° '• '2 \ i* . . 4, .•,... . . , . .444‘...-: ' ,111 ._,T. ,. / • •• _,:,1,.;...:....- 7 , Ri._3 5 I r•••T' . `\E: 4 ..',...:?.; .;::. 11111 '—. ; . 'Il .‘ • .. . n ETOTILTRATION RALF >_,___5- 19.._., .-- ... .. ....Nb : I I , .: • . -,._ ' NEW SD LIH i . . GRAPHIC SCALE CONNECT TO :Ik \ . If ,.:". . • EX,EAS ”.• •T4. 9.9 . : . . . . WEgT'.' • A" --------7 s.w.SUNSET BLYP. ,_1_rwr+a-- .' ,...A4..-...--r_ac.res-3O6. ... . . .... .1 . f • ' ''': - ----'.--=''''''. ''.. ' -----''' '-----''''517.P'. ..,V:".:X.'t. ' '.! .•;......i.:'.'' .".;..' NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: 11,: 0 Washington Land Design PROPOSED DRUG STORE PRELIMINARY DRAWN BY: c,...'''Aci7,,,4ti Pianning 81 Engineering DC • PROJECT Na • '. 47, 10700 Meridian Avenue N.,Suite 503 RAINIER AVE S.AND SW SUNSET BLVD GRADING AND DRAINAGE PLAN PC-2 .., CHECKED BY: Ye• Seattle,WA 98133 ...4 JRG 971511 Lk4,..,,,,s,d (206)3654510 FAX:(206)365-0225 . RENTON,WASHINGTON _. •• ------------- ' I I I I w XISTING LEGEND:STORM DRAINAGE PROPOSED LEGEND: % SANITARY SEWER FIFE CURB .} -- — GAS + 1 —.--- CENTER LINE y !` KY POWER(BURIED) 0 CAS DETER I Y iL.I rwLs 1w 1 I 1 I I _- -5$_.. SANITARY SEWER 1 I _. CMG CLEAN OUT TO GRADE a F.M. FIRE HYDRANT ' a M.M. MANHOLE - , P.P. POWER POLE • , / �y-J (.j&zuju.u.a.rsyu,,,iiiiiv.m. .,,q,,.:,,,,,,iv, ' - I T.C. TELEPHONE CABINET WAS METER I I— --- -- -- �e v I I `----4.1-`---'- EU CONTOUR(PER SURVEY) 4 FIRE HYDRANT 1 fI - I, WN W CATE VALVE I` I / I —L C C C 4ECT TO EX 6•Di WATER i,N r— - •� 1-6-[8•TAPPING TEE I I I {►1 1-B cAEvutc ' FH 1-THRUST BLOB( > _ _ _ YE1FRi I a FIRE HYDRANT / • li. , U ON FT I NOTES: i' a BUNDWC ,+ i y 1 0i I.Gx-STE WATER MAINS TO BE LOCATED W • DRUG STORE y; 11' IS F001 EASEMENT i0 BE RECORDED s AFTER CONSTRuCTION. • IRRIGATION DEDUCT METER A ems•FIRE LINE 14,000 SF M1 y I I CONSTRUCTION TPE-Y-x 1'DOMESTIC WATER ` 1.5'OOY. OCCIIPAHCY=RETAR -�'.I f�L` 2 ON-SITE SANITARY SEWER TO BE LOCATED fi s "^a '( W Is FOOT EASEMENT TO BE RECORDED a wA1FR BUILDING HEIGHT=30 PELOCAIE I, [I I I T FF.J6.0 15 , FORE HYDRANT a II ,L-+.:,aZ\I\ AFTER CONSTRUCTION. fEIECIPoCAL ENTRY N / ii I I i„ll ._... - 4".. ''',---TELEPHONE ; i .I. 1 FRE HYDRANT �,p 1 I II i, ASSEMBLY(TYv) x _ -%� +,. I •1,.F j( ,c7 ✓uR' ► s J I"E C Ox-SITE I I f';` �II "`•4" I h° m ..1_TRANSFORMER'^`_.'P" RELBE OCAATBO .n I 1 11 I :1 V......:;',' II v\; A� y / '4 I } I� H � ° PeL III al iv ' J 1 P ,�,9�LL��L NAB~ e o•-. 'WI I 11, \_HCMH �' , T � I ^ I .f, IE '' ' RW.]B Of I �, — 6, u / i , I ' ,...... 8'WATER TO CORRECT / e /: U ;"', - TO EU.6'WATER W VVV I it HARDIE AVE S ♦ ' _-.-. - T• 3 I r S.VJ.SUNSET _ _ _ GRAPHIC SCALE • 14....., �_ \ n u L W� CONNECT TO EX SiiHr.. \ _.._nc __:_�--a— �!� ,L�.a-+._ .._ ' - rnr 1 RW.34.68 .. a, ,.=_ --_ .9 L,„ .r a L We\ M. _ LE.19.1 �� -Ce c =- _______ 2 0. • NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: Washington Land Design PROPOSED DRUG STORE — "� 5/11/97 Mannin &Engineering ., DRAWN BY:De N0. 10700 Meek dn N AavWe Suite503 RAINIER AVE S.AND SW SUNSET BLVD UTILITY PLAN PC-3 CHECKED BY: Seattle,WA 96133 11 RG ynSII a06)365.9510 FAX:ow36 ?S RENTON,WASHINGTON o Q .4 Q 0 i,.-, �. �' °- iP it' t ff , °,..,tt I ,_,, t T�e , O q MUM. `'ti11V W la 14741'".°l .ti,129616 WIER. c.°xan° a(esem/C yl .r a F•FNFRAI STOCK — PT ev t• ,et a r•.,'-_� — - rrr ■_.-.._._ s`muuuu■. ia �w �.,./ - -... . T IIfin , e I �O F000 MART it!e�'iti, LL uu., III E I ..,I. - .,..' .ete 4 { pi i ,'- r—ll q E UPPER' ligi Elie'', --,e __ ----- -).' 1/1 �i s l i E - .... 1....■1� I N 1 1 f� �� 11 11 4 ( Ill II III 4 i M 1 2=i.''""• E IIntr- r:IMI 1 II'It II II y- a — r.;r: r mi. 1 , r-rr,, u •.m� I p.o.,, il ,.,.....Irmo E q mm m ':,A I„►�I_ ill 11 N 1' 1, .ILE I .,mnom.aw= NEIIN 1 E II P• .■i.r It MI riP i--_�:_� -7. ,.: E 01111MM■M■=�IQIIIP. is. u; , ��. .'-- og dears .. r - 3 I•== : is � n 4.* o\ I • 1 I 1■ I 1/ II IPA 1. - OA NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE Washington Land Design,RGPROPOSED DRUG STORE 5/21/fl Planning&Engineering DC PROJECT N0. DRAWN BY: 10700 Meridian A°vueN.,Suite 503 RAINIER AVE S AND SW SUNSET BLVD PRELIMINARY FLOOR PLAN A2.0 � CHEC WA 98133 KED 971511 BY: (206)365.9510 FA*(206)365-0225 RENTON,WASHINGTON • II • • qa: - • I I aFOL.A=m Nr.o RM �.. Ob ▪ ° -043- 13.110103.0 TILL Le. as▪ yaw. . - EDIT nNa ° Q I%' I • ..a, a.. a a.e.16 Tana .33 WON .a.N.r '•,;`1 %• --- N • I ? R.°as°°...ar n'.°r..b�M�`,N to .u.-a-ry..an..a wi..r sa RJ b.. .� I as .wawRbb r 1• • it !m .north t�g non Plenn Rd 9 g On!:n i .33.63 r.r sr 1,'..1 la.aold w.Nu., o n.1 lam,.•.n w dar.error jQ �: - ® m v.n, .>m o n'..a i.tp°',°1•[.ma A..[..w.f°e. r w ma...nv�w i1o.i'.�mono w iiji0 i i i ` 1;.vas.n'•e.1033an 3 II.1'l5313 u z..1..,r w a M 0..1.°',."S�'.ems"'.`1 ^»s..a a...nend Sal Ne..P[z ...wrob-a-..ram.. (R•ti• r '- l'%I • g n.ver w,r rrl..e mnvD. an on a.vr..°''a� Raa'.on Ma..Aka • �m.nab. WO.. .•1 b e.1R'e rPON "eD .'®'"ra.rr av a • °i lw sbb a 1.03.. v3....., •l i u II WIT J.Ppv4pOM barn�...M.. i°, r.a a u.E..,Ice....1ma PAR=c••mr a P.1..w�v. : ° w m a s.,r .ease•.a P.[.°....r.. A[ 'Ong 21111.6.2 xavl".;['[:i°'.a°inv''a°pA.r'...1 r :i1, !& I%....r.m .� .a:an.w'•»aD - ..o ao" Prb.sam 1'1'Soth wr'..1ra.[,..ru.aii "M' n 1E iq�ss' aa m,u an a.n r.a II- • 1 I D'`O1eOr. I-a-.,aN e...r1 w 1 ,:...r°.•. JRa • e ass. ....r b u...1•� - r.r.r, a:e:b,t 1'; -a __II. 1 • x i ror aY Ir1100lot1°'.1°e.xba.m n .r..ean.r.,,b w[was., /:yd. :LY 4mb A dor...YP%'Iasi bon m Wm PONY O.to 0. , u w'.r aanyDOS w m..0 w el°bl.em[xe a..eras.b • li'l . 1 I SII'S-fio. II• , _ ' ROI•eK arpr lY,Y eN 10.m I.'bw,n[.mlln ..1..r.r.ama..[.Solana JmA.A 0 On 11 y:.;OF /•' •. ,• / Ej( a P.•mn �� :aRano eon..v add M to�M1.41OF am".�ol euna Roo.,Ti. ___ ':: _ n-'/.. `ate 1°y.av A -�IT .I : ..�N n S.sad P O.r.1.'b.v a namon°d[.'r a.ee.N On cam*b Y • II `.a a.e'bu�tA asM1.,RT (.ne'a ':.r° - _<- 1- I \-- _ II I s :°P.'' ...........101.1. u.Iron. .n Won 11143.ant ono b.[.;b:..A.r:..Oa a/:�"d ea snood to me. sAu II MGM,an r. I .a PnaNwo'.."'.,ey',aar...en.ww.a, N....by ... roan. ..i(at M..al.1:b.v m..1.r.Ron R.00 3,.1 was oai a ID a N..Nr rAnM y 1 11136 Y11 r�.4 Too.as N.u.°eY.[[[ was�.mY. �,.a°'0°°N]mI'by warn.wr b°' rii k. • I `>w°.')ay rv+enr Ir'°+rcPe+.Jw w ra.:r w a °.im321010 a[.m o..'as a.w. �.'.. i1r�'ie� f(T.:;s Imo- •,- r -�� •�• \1 II-.- 'i ..»s . ° Po:°..a'-a_.. r.["..... P., ® .,°�"..r°i"...'i"i.°:w.le.:...�P N.e°"'°`w,nwi: 1[1 •,;:iu1.r:' 1 -,-.-y ea �� -`1111 - yam Ij MO EaCEPT��r ! s ••n/- _.+- ��a. , II .=r 'r' N(..,.. _ �� ' rN."N'ae:;....a•as..la .WIN.w•:o.,.J[°1.1• • �..P.:. ` , ,. • a� RR15.5. b I 1 Iesx:n MM I am /SY'I_. opa.°[ .• - '-" " i rIIt• +s �ri - d m oa ,��>r PARCEL c NOT1S' i L MK _ � -I n1:MR an OF [Mr..[PORTS/1[sR Aw pas p u,�II. ° Raa,A TOTAL 16 OTTTerS -- - a. ' Su.ai..ass mmuer.�) ,.Poa'•IP,.o 9,RICr 1311.04.0.1331.SUR.A aA>AO: /• d i - i� • _ - I °T1s▪nvnw+.r1a rED aq M USE or maalsxA,mn nn[ MoraAs.raa e.smsal¢114 Ca.�I°6w:I 'wuaXm. 1.0101..0.10 / v.m �- i 411 1110. I -: :' I (PARED c)DATED e.Ro. PA. I PAw. .�f.%rciCp�]I / C pm➢i.M Maa.n0.Ea.Ina Al 1103 1IIS�.I�Plla.E`.[Y ass OL9WAR0 BY 1 SALL.61110115 lpp nof''°�mn 9ivKl'AM�aua,C[OE1®COUT 1113 UR. colas[ mma.ASE II 11. Pl.1.331 1c 1a x-E.o f w'rz'QY.°Ps'''Qzm ITRcmc R.rz anenau rm A r¢me¢rot ma sum eaaAon a.LIM D m MOO.ALL /I S�•N O u[raw 0 vG0 00 uRL53 OTNAaS[N°T[e.n41aH .k h SITAY ) I PER on a '[wm nnf 01Y. xo oneA sr,RAO¢aaARm. a.srss eua emu rN.1.l.ymn 'i Ono Y.0. /, R I .xOA.R .� a, NRm / xp[vp,CC 9m sn us[o- ONPEOTABLE EASE-BENTS PEA ABOVE IRE REPORT: �•r"U pynL 333011.TO P.M R M.MO TELMA.m MORD i Aa 1731511 .•a.°re j • I H.COm T 9o.HN!,.RrxA N,0.55 N[O-14 P.].R RFC(nImIP01L a USI0,',e,0 TRACTS um m1P W11 CO.KCMG.N0.00101.R 1 .Am4 ROC..Na oem.nsn I was IMMMI8vrrwcwTIonr ,[-aa. i (' -_ • 'a..•b.Naas,ue11.b a•-M s'.a was n...m.ea..AM as O.co. EDIT`•"` _ _ � ..o.ux..�.eb..4'R ma a � .- -- .� _.__- mac._A - ,...6�.1a�iw..b,w )w..wr(w'.r/)br.a was'ue.a1• • .br _. . e e ___ . - 4 bon.r.a)don A On.•'nar,.R(g e.41b°m sat Co'.a or... .ra°rar. r <.1r 4y a e 1r c-me Y.v an d•e'•Jex.`„ei.w[�v..:.'�..°�'.mWt a a w Nv'.n.,bi.a.m.a..n�M - 1r_a '. / b..b.r r.J°..a.�(....r ne.'.°w.........rt " .-� ry®,>t m ,[1Y a a11- K,Y[-aos \ �i 3 IY N-aa nr.oa..p..el ann�am.,..tu..w.a nilo e4.q..Pon u.as n S. ,. 4. „ II: i its - '.4at1 •x No.vN., .--_-.._ _ u.1Y x-ia, Im a u. w.m.n mammas or w nw...n.,t.l Ir o L - - I ..... , v...n...w a�M Old no.F.wexoan 1.or u.r a.ten prop. -.._..-.._ - - - - - -SAW. SUNSET BLVD. / won:.. . .b.r.a .n.mb. v x.for ii m.b o.l e.Lao n" b; d .n new m,A :+'"'"'"",.,Y,a..b..w.azn.w 1.4 me n.r........®1. " _ -»aT . r.no.°ra......Ne°..x M m°ono a*w xr u...b eR q a a Wm [:euAr• eoOro.,.nos go na.a marl.a.Moo en Ons� )°i:. do.""'°' • • Ingeolol a..re.woo"the gond*Rad ban Goo 11 ort.any Goal has. • ....s'ea..D.aa Rae/A..no.1.1..1.i..q.And, " h. ▪ e:.�..rAUAaa n, Rohn.�:.Pr 1"'r1.°1.1.J seas,. b..al• _ I '1. tea. ° sy�an '' o IT ram a,ac 1/,as 1/,swam 11 L ETa.a[[.ea ......11'•4.39e Hr PE� Engineering WA e/ES/ea fE OOP rrnnadng :uE _,Y BOUNDARY & TOPOGRAPHIC SURVEY pie,n11 Penhallegon associates Consulting Engineers,Surveying In . MO m,ss„fin,�°'' WASHINGTON LAND DESIGN FOR 97561.00 sn urea. n° er EWE TIT NON STRUT RD,In, m.1.x..es eeov M..e7_201. eon :\av,_vn REN10N SITE aa, 1 u 1 EXTERIOR ELEVATIONS RE NOTES O O O OR'<;R:, arEANT't PM SPEC DO LP.WursToa,D� eQ 2e'-av2 eQ DRTraDRN t�° , 1 �° ogr.LEF,nna,FT,rPI..,r..MELOMOE o RJrrn.�", •woven enTEN wJa v5A. 11 IHieRlgn liuRorJ' ° m [_ _7_ -. - - -. .p.mS M1TNTN.TIr n..TrU TRW MO. - TON [ n .. • Q r.mNia»NN.b 5 :: w a"'° --- �N e Ir a O .©IP'A �I FRONT ELEVATION TM E �r /MONO ' C�Af�I�AO fipr 5 PM.WPM roPNy.I¢PRD¢D L MOLD i5 imeTR nrrie mi uc'xN"PxOia Scale.1/8,1,0' /,. ©��4D"�D T..N 1 N 7 . _._ . • ®- -HR PE{OTO JO 0 PR EO a<iosa i/ . 3 EO 14.0.`-L) AAA E. - 1 I I 1 c 4 I I _LnJI� Q rN•AN+mx Jam `\\\\\\® _. _ ._ -- l 0 - , - ' g a ` O� F 3-0 FDD LOCATED OO PER FIRE MARSHAL [D2'-4' r 3 4 , [rRaN STEM' 3 • 2 U y wiDE`ie.72.1t`,N TDr.4 ... 1 ADJUST ea aND a AND ,T pyE pN� r oONLY=:.DL,ED RDFnTSTO ET>® __�PRn-)L�`DCNR m ___ _ `� ELDD.OD.[ACSO—ti1 0FN °-0 REAR ELEVATION] "'""DM. L Seale.1/a•.1,0 1.1111-01117111 PROFILE 0 ENTRANCE 71 — Fswe ve•r oDDD,L:aN: —0 r� �� 1eN.w"PDTP—u"®.wn p � "�� TDN° eFs.m • o a j el"DNRLWN,TED - SIDE ELEVATION 0-1* "°` Sale.1/8,1,0' „ TOSE.DLA d. mutt- r Ep 1-a EQ r lair"cA�x`"r"ar r o f n ° .. r E1 - ` m L 'I.----A.. III nett m.F.M AA O (B O O ix 0.W FNDRE EQUAL 27-10 1/2- EQUAL m(`-'-- ,a eFR.TIP .. NE A° '` p— 1 274 1,E2 1T0 I PC-OAR-OAR �CY~OT a � SIDE ELEVATION I EQ EQ T 0' EQ M I" I f i • Scala.I/a'.i'-0' W ..,', ',, MITHUN 0 0 \ .--C> ........•.. 0.0 ass saes MICE at= 52.4 NEM MN 6.0e NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: Washington Land Design JIG PROPOSED DRUG STORE PROJECT NO.5/21/97 Planning&Engineering • DRAIX M BY: 1O700A1ertdunANenueN.,Suhe503 RAINIER AVE S AND SW SUNSET BLVD BUILDING ELEVATIONS A2.1 CHECKED BY: 97 511 Ra�s1365.9510�F.1X'R061365Q5 5 RENTON,WASHINGTON I 0 . 0 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,' it �, � PLANT SCHEDULE :L • SYMBOL BOTANICAL/COMMON NAME 9ZE/CDNDIPGN I �—I :.;,. „,,,,,..: 40"--7.-,-..T...a"'..:...:Et'- _ FRA%INUS PENNSYLVANICA'URBANIZE'/ 2-1/2'CAL,12'-14'HT.,B&B I,'_J({ .-, i'�I �•y`i,%'/`��f III 'URBANITE'ASH VEIL-BRANCHED AND MATCHED 'y !�•; 40 -n s• Kt.,_ :::�4• .. :° �� SPECIMENS,BRANCHED BETWEEN 5 6' ar': -.c0a' DGUIDAMBAR STYRAOFLUA/ 2-1/2'CAL,12.-1(HT.,B&B, - p SWEETSJM WELL-BRANCHED AND MATCHED .,. ' " •'� t , �,1J I! F SPECIMENS,BRANCHED BETWEEN 5'-6'. yrn±� s 06. CERODIPHYLLUM JAPONICUM/ 2.CAL,MIN.10'HT.,B&B,SELECT FOR T 7t •;.-...:-: :‘4‘ l••' It �� KAISURA COLUMNAR C420WIH HABIT,UPWARD :y , P ARCHING BRANCHING. PRUNUS LAUROCERASUS'OTiO LUYKEN' 15'-18'HT.&SPR.,36 O.C. ��: SAID LUYKEN LAUREL TRIANGULAR SPAGNG,BAN OR CONT. s1 t •••'� ARBUNS UNEDO/ 24'-30'HT.&SPR.,5 GAL CONT. • DRUG STORE /, �/ STRAWBERRY TREE "' 14,000 ff ti % %', < 311-36'HT.&SPR.,B&B OR CONT. C �,. CONSTRUCTION TAPE=V-N t• i� p9 CGMPYMUS ALATA'COMPACTA'/ }�. � , ¢ U COMPACT 1NNCED EUONYMUS OCCUPANCY=RETAR ; :' _ BmLDIN HETO=30' r, Z I`� pL-Y LABURNUM PLICANM/ 30'-36'HT.,SPR.B&B.1: t i �I \ U TOMENTOSUM/DS SPRRE LABURNUM LABURNUM IINNS'SPRING BOUQUET/ 24'-30'HT.AND SPR.,BO.FULL�/ �ii \t `• LAURSRNUS AND DENSE TO BASE 04'-0'OC CY -.7..... 1, t's '�J �'. SPACING. • N(J ' ' COTONEASTER LACIEUS/ 5't• ! U PARNEY COTONEASTER 36'HT.AND SPR.,B&B.FULL AND DENSE TO /(j I,• - ,I, BASE 04'-0'O.C.SPACING. —i A 1 s �/I' COTONEASTER DAMMERI/ 4'CONT.O 30 O.C.MACULAR //�� : �" t -- ��':f, I' �tJ' BEARBERRY COTONEASIER SPACING. ye, ., •:`:'• s6• � / �� I J' y •JOS � _ y�__ c.••:-`N t 1 o-6 k ROUGH GRASS/EROSION CONTROL SEEDING 14.F 3,v' �'•'•'• .t s-r--�s Si ems;-+yr:T t...L��: ,ER—h•:i4Y /�• �1I •••• • tI HYPERICUM CALYCINUM/ 4'CONT.0 30'O.C.TRIANGULAR ' c4„-a�q 4". �'•'•1S : III,;. �1%'Y ST.JOHNWORT_ SPACING. P� VAN .... // 07, 1 ir,Ift. /1K•:9:9;orriNak.-4::, !" Ni.:4,:.•.,,,...........„A '$0`` } •`//��,/Au!�P _ Ji!_•�� J/J �/'::Y.::�-: GRAPHIC S.W.SUNSET BLVD. e-20 n { w NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: Washington Land Design HT PROPOSED DRUG STORE DRAWN BY: 5/20/97 Planning&Engineering 3 BF , PROJECT ND. 10700Mete). aanueN.,Sake503 RAINIER AVE S.AND S.W.SUNSET BLVD PRELIMINARY LANDSCAPE PLAN L-1 CHECKED BY: Seattle,WA 98133 .RG 971511 0061365-9510 FAC(206)365-0225 RENTON,WASHINGTON j 1 A .. I..-•-.•?4,..1 1_.S...--i_--•..--"_'4'.".,_ 41_32:N,D1 ct1.,3 1561),?,4I,_Ari. i''.:•-i-i_i_'_._1_0_--- 4.%. ..-.1.411,,WEI.•RR1I1,M i ..E 137 N'i1.'.:rildV ...... NTON I 1 l , .k A/RPORT WAY \0 § ; TIL LICUM . l " :7''_-,'•'.EE':.\. J-d. 131,910.l ,11 II iliqr,'Alyce Vt,1123 Z1 II •:-.1, i ni 69, ; '4 RSO‘ . . "." ••••••I, 1111 . i_i ,,A 5 4 ';‘',.,,,\. • e !•\ . ; _ ; ; .:4-------0 6.3 i, •,.• ..e-", - , . ...,•,;, 1,4aiSg ri.F, @Beiluk; .4 reo. 1 Et .,.,,-\ ..*.•• .. s: ,i'•,I, COMPANY \ 3••:k. 3 % 3\ ,. 9 e....-i li 14'447 5-'-'-'` .1"\-4,-, - s:. • ,&; c , "t„kV" la :,,riii' NNW'r -VI it,''ti i [31-7 '3''.' —1 :-.1,?5 .. -. 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ACCESS TOTAL PROECT AREA=68,3C0 SF • "s s; BUILDING SQUARE FOOTAGE r—«7 DRUGSTORE =14.200 SF r Enstwc BUILDINGS =15,100 s / I \..\1_,.. r NET INCREEASE 9 ED) _-1.100 s / 1w' - • LOT COVERAGE T'AD CARE DOVE + t PROPOSED BUILDING COVEAAKE =205% •I Vow PHAVACT PARKING �-� ' EX DRIVEWAY TO MIN PARKING REWIRED =56 SPACES e BE RELOCATED PROPOSED PMIGiC • FENCED RECYCLE STANDARD STALLS =59 SPACES / �V'.'; COMPACT STALLS =0 SPACES �/ GARBAGC ENCLOSURE 1 HANDICAPPED STALLS .3 SPACES / .- U) TOTAL R20ECT PARgNC =61 SPACES DRUG STORE STANDARD STALL DIMENSION=(PLNIB' OY ANG) u,000 0' - a LANDSCAPING CCISIRUCDON TYPE=V-N 3 OCCUPANCY=FETE. i m 16' W PAIMwG LOT AREA •10.800 SF 1:7BGLDING HEICAT.30' (EXCLUDING BLOCS,SIDEWALKS [ -.—EX BUILDING TO FF=36.0 , Z AND PERIMETER BUFFERS) BE DEYCLR® ,f aa INTURCR PARKING LOT LANDSCAPING 2100 SF 1r d O MER LA D sCAFlnc i z 5 sF. PARKw6 LOT LANDSCAPE PEOLT S.ox '- 25•I PAIIXwC LOT LANDSCAPDIG PROPOSED 100x PROPOSED 5 90EIYALK TOTAL IANDSCAPJ7G 13,335 SF / EX SW HARRIS PL ,../., --... AT FORMER SW HARPoS PL TOTAL IANDSCAANG COKAAGE 19.Sx 4P.O.W.TO BE -.p-1' ( I / ! VACATES THRwaI * BUILDING HEIGHT / PROJECT 9TE •I MAN ENTRANCE I PROPOSED BURENG HEIGHT =30 FT. E.s1 ' SETBACKS `.�`�'� ,...----' REQUIRED SETBACKS r - - YIN BUDD9B SETBACK=10 FT. 4 PROPOSED SETBACKS =40+FT. �'=( SIGNAGE w L —L ��q '-\ PER STY OF RENTON CODE • SW HP`"` ?L EX BUILDING TO rr LANDSCAPING(trv) // // - NOTES oEYnJasaD• / I. SEE SHEET PC-3.GRwwc AND DRAINAGE PLAN ' - . �� I • ' • POE 9GN WDN MANUAL YiRAEE BOARD - FOR PROPOSED CONTOURS._ 2 AS LAJV S7ALL5 ARE 20 FEET LONG N11M 2 IFFY AS LANDSCAPE OR 90EWAIX OVERHANG. MdEE AUTO SAES IN Lam' E L TO REMAIN •. .. ty .. • GRAPHIC SCALE • $.w.�Ul$ET BLVD. 0 LANDSCAPE BUFFER �� . IRO EIUS.STOP ` C H 97E ACCESS 9CNAL t(WPM) -a� fL• NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: Washington Land Design PROPOSED DRUG STORE DRAWN BY: 5/21/9T Planning&Engineering DC PROJECT NO. 10700 Meridian Avenue N„Suite 503 RAINIER AVE S AND SW SUNSET BLVD SITE PLAN PC-1 WA 98133 CHECKED BY: 971511 I206)3S59S10 FAx aos13SS022S RENTON,WASHINGTON DE VELOPMEN 0' --. --, Day 0 T, LAk/A, iviviNG F RENTON JUN 9 1997 . ..._. . . , ..._ Drug Store . . ...t . . . . . ......., _ ..._ . . . ... . ,_ , ., . . . . ._ -: - --- . V DRIE—MAU :"PHARMACY ' _ . . -.. - . . ._ . . . . . . _ . . • ,4-,0 . _________.. ..... _ ,..... -• . if,!•'... •'C'N'r.`.... • 1 -1 - HOUR PHOTO , ,•,:,,,-;,-- ''.,•alti.,,...., • .•:..,• _...., . 0 p 0 -11, 47 , t "4 '''• , ' '-i' • t ., 0 '*r-I it 'ONLY' SPECIALT . • .,,:..„.,,o,,,„,•,;„. „ ;,...,,,t;,.,. ,: t', .N , :.,- „ 9.,,Itt :: ,, -L, ±0.1•1 ' t .-". ", ' ," - igh - . - ' ,..,,, , ,,,a •,,c .., • . "- .••. ... .4;- ....'• .,..... ".",-.......'-,,-,.;s- .. ,.........:.....-.4 ••-. ' ".• =7-=.4. 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DATE BY REV SIGN DESCRIPTION DESIGNED BY: ISSUE DATE: Washington Land Design PROPOSED DRUG STORE DRAWN BY: 5/21/9T Planning&Engineering DC PROJECT 97 511 NO. 1070O Meridian Aae e N.,State 503 RAINIER AVE S AND SW SUNSET BLVD NEIGHBORHOOD DETAIL MAP PC-0 CHECKEDSeattle,WA 98133 D BY: R05/355-9510 FACRDb)36�07�5 RENTON,WASHINGTON 1 I I I SD XISTING LEGEND: PROPOSED LEGEND: STORM DRAINAGE I SANITARY SLIMY PPE CURB ' cE(„�e�zvcsz�X W) —El — CENTER LINE • R ED) / I F.H6GAS P SFANITARY EE HRDRANITER 0 CAS LEAN OER UT I I —�4 WATER coTC CLEAN OUT TO GRAVE i i MH. MANHOLE — J�� i — — /irir POWER POLE . /iriiiiriiiiii/L/lULlulU rrrrrrrr T.C. TELEPHONE CABINET 7 yay ,� WATER METER `i I -9(�— E%CONTOUR(PER SURVEY) { FIRE HYDRANT r—• - 6'w/u 6'wM �! I GATE VALVE I / . I E E C g I� .CONNECT TO IX 6'Di WATER YV� , I 1-6'z 6'TAPPING TEE / I e / i t I 1-6'GATE VALVE /J� m / FH 1-45'BEND I a I ) +nss,'t s. \ 1 u r�iRR r \) a• METER1 �`— o '. FIRE HYDRANT I� s° 6i m CON FACE s9 s.t' 1 j9B NOTES OF BUILDING t t.$ ..E.'z c 2 4 { st III{ s fA 1.ON-SITE WATER MAINS TO BE LOCATED IN DRUG STORE 15 FOOT EASEMENT TO BE RECORDED i o s'_ I< AMER CONSTRUCTION. IRRIGATION DEDUCT METER FIRE ONE 14,000 SF Q A� - W �• CONSTRUCTION TYPE=V-N - 1 W 1'DOMESTIC WATER BE s-. likikt 5'DOD. 000PANCY=RETAR �'- - CC 2.ON-SITE SANITARY SEWER TO BE LOCATED WATER BUILIN -36 0=RT' s 1 SA RELOCATE CO. L1• °¢ I n.."-"s.IL IN 15 FONT EASEMENT TO BE RECORDED C FT=J6.0 FIRE HYDRANT II II m.Z \ AFTER CONSTRUCTION. ;_ a _-..�EIECEDCAL ENTRY 's I ¢ \s a"s —TELEPHONE ENTRY - ` / �_ II. II I,, FIRE HYDRANT i ,- � , I A, D II ASSEMBLY(T(P) A •/ s t I Itj :E a w:\ i i / \ �� IX ON-SITE '.: I I ‘-sc u .? / URORES TO `` I, I e r m ' SFORTIER""' Nr / BE RELOCAIID� t� '1 I I i.c a s.za e i i A �� ft- „ -��-"..,'s a tVF"-- %y -, ,, ''' r% ` r`,i.,i,':�„r=ii-•-,7,T. Pc'° RCEL c ,... .'A ,s 6W 1. {�• Cam" .r.oa I I , .. \_CS MN 1 T RUM=3B.02 IE=2fl5i 't /1 I� Ii - B'WATER TO CONNECT '.I n ;\ TO EC 6'WATER IN - -- I ' `"�" S. II 7 HARDIE AVE S. I -- ----- —T ®—mom . . �c ana 'I. S.W.SUNSET BLVD-9____ st 'as GRAPHIC SCALE ' � _ __ —_ m e se CONNECT TO IX.SS°�Nzu �� ',¢'-"'zs' mel RIM=34.66 a'.. u i.c is c-si.i .E.iz c vs t�n rear m)n IE=29.1 60 ICI"iz E=n a - p NO. DATE_ BY REVISION DESCRIPTION DESIGNED 8Y: ISSUE DATE: Washington Land Design DRUG STORE 5/21/97 Planning&Engineering DRAWN BY:i. PROJECT NO. 10700 Meridian Avenue N.,Sake 503 RAINIER AVE S.AND SW SUNSET BLVD UTILITY PLAN PC-3,S CHECKEDMGBY: 971511 (206)aes-9510"FA*aa� s RENTON,WASHINGTON i I I V Fl.',1'g31.7.0,....1 \ as PIPE I cn.CcwC moo,o:nc t CONCRETE T - -_+�. RETAINNGJL��i =i __ _ _ i ____ __ i(=.amy 4 y I I nzryI ",, Ia �TYPE CB ryw.II S . ' `II ass _ ` j I P O I RIM=34.95 i I Y / j5 \ 'Ail 6 c _�_ ^r,ti ,__-! ; SCUPPER ,1 CURB, P. w= w , c: I i�:i„%i' t' j !I Is 5ta n� S ti Ee2 5'BENCH AT Ex '�;;p, II i •-,x>,* En EEEVADO PRIOR 7 ca.+_e x•acd .`il I i I; IIQ A __7 /' Id TO 21 CUT SLOPE °f,,,. .� ,RVG STORE �; ; °°.°, -- I i �;I;"i:Y•' OGRE I CB 14.000 SF 1: � Y ), RIM=36.6 'C(J41RUCPON TYPE=VsN t • / Jp! • I ,OCCUPANcV-POA --,!--(jam__ 2 y ,. , IBI�IDINC NC�HT'S3fg3 1 , II i,w ss_w I'I �(;�%�;;I, �° FF=_5610 1I '1 t , II :c-zs.Q_- SO MH ':•i;•a' ` I' ' r ;Ex Wv9TE STORM \S N y...6.ff_- cw=a„z o ill ¢ 1\`\ CONNECT TO \ II '' ." '9 iI I I yt$ TO BE RERWIEO `�� Ex WEST j:',rT '� -- II �wi M SD NH %f ; � ,_.11 � # -- �' CONNECT TOt `j MATCH E%.GRADES ;/,r%. r>,•:+C -' ;) _- ,U� -\`" 't I 44 I II DI:EAST 1�1 AT PROPERTY UNE. /../,f :�6 I is /s, 5 t i o„N } __ i I 1��I _ROOF'DRAIN LEAAlSz \1 �i • I CIN,z x>_si\ ,c ;�:/i: ! :: - TO C .O II - \\\II" Sl 'i — ' I> 'IIi 'Y , �F / ..x BI �:TYP),, ! �6EFN,/. �'_ - j_ I� I ,e s s-nz t - -,%� ��icz_ -M p.T-y4Y^^- rS :Si,� rt i"i-=-'r r.':•,', t CEI_G % 1 ' ��I G i- `P "ji '§ •7y - ---.'� BIOFlLTRATON SWALE 1` =_/' �a a�rt . I \\ LPL //.► '/ ._ .__. �' �.S � �.1 TYPE I CB I 11 /�eFoxr ' II RIM=3Br .row atnC x 3. ..m ° cs,e 1 BIOFILTRAMON SWALE \P. _$D — ': I I/�\ NEW SD MH i ___ T—_ .n• •��. I I�z) \ GRAPHIC SCALE CONNECT TO `_��- �`__-- r_ _— -_�� CONNECT 0 m ° E%EA�I m.• WESr3.s '.;< J --=__- ----— fS.W.SUNSET BL-VD. _TreE.t % •�SE_t8--- -=max% RIM=33.7 �T- 30`8 x,w g m�w FM)p %_�--,_' II:;;os s I NO.' DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE Rt R'OA' Washington land Design WITPROPOSED DRUG STORE PRELIMINARY DRAWN BY: de C Planning&Engineering _ DC PROJECT ND. - A' '1, 10700Meddian Avenue N.,Suite 503 RAINIER AVE S.AND SW SUNSET BLVD GRADING AND DRAINAGE PLAN PC-2 CHECKED BY: / C no,� (206)365-9510 FA*(206)36.02,5 RENTON,WASHINGTON Seattle,WA 98133 �G 971511 u,., i I m®rm,e... J . NEW CONCRETE ,•, +- EX.PROPERTY LWE RETAILING WAIL -" :,_.. ! I SITE PLAN INFORMATION ~ IF. SITE ACCESS TOTAL PROJECT AREA=68,300 SF • BUILDING SOUARE FOOTAGE I--�„.- , --- - .- - -- _ - _ - DRUGSTORE =14,000 SF - EXISTING BUILDINGS =15,200 SF I.' I :,. (TO BE DEMOLISHED) • I \ .4h.. ,_. ,.- s' NET INCREASE _-1,200 SF I:; DT - + ;t LOT COVERAGE ' - _ ma LANE DRIVE '4 t- PROPOSED BUILDING COVERAGE =20.53 • _ _ TEAS PHANACY - �' PARKING I I l , III EX DRIVEWAY TO MIN.PARKING REWIRED =56 SPACES 6 • BE RELOCATED PROPOSED PARKING / FENCED RECYCLE/ s s STANDARD STALLS =59 SPACES �_— GARBAGE ENQOSURE s COMPACT STALLS =0 SPACES , HANDICAPPED STALLS =3 SPACES SPACES I A , .. STANDARD STALL TAL FROECT DIIMEN90N=9?8' DRUG STORE (PLUS 2'OVERHANG) •_ - CONSTRUCTION PIPETYPE=V-N J a LANDSCAPING • 1 •OCCUPANCY=RETAIL s 16' CC 'BUILDING HEIGHT=30• .ss • W PARKING LOT AREA =20,800 SF < FF=360 - - (EXCLUDING BUMS.BUFFERS) SIDEWALKS "•�-EX.BUILDING TO' - - AND PERIMETER BUFFERS) - poppy® INTERIOR PARKING LOT LANDSCAPING = 2.100 SF •-- _ OTHER LANDSCAPING =11,235 SF 25' PARKING LOT LANDSCAPE RUNT =5,0% _ - '� "I PARKING LOT LANDSCAPING PROPOSED=T0.0R ' `-�4 _ _ PROPOSED 5•SIDEWALK TOTAL LANDSCAPING =13,335 SF AT FORMER SW HARRIS PL 7I E%-SP!HARRIS PLC - TOTAL LANDSCAPING COVERAGE =19.5% ,',( / - —"PRA OT91EW� .II k' �. ` - -,( --- •-. I BUILDING HEIGHT -' / n - MAIN ENTRANCE K' I I I I II- „ I ALLOWABLE BUILDING HEIGHT =50 FT. ' • 4 PROPOSED BUILDING HEIGHT =30 FT. AS..t SETBACKS s.G�ss y�s�3_ti'�.c.�,-T._9-=�." -T REWIRED SETBACKS _ NIN.BUILDING SETBACK=10 FT. - .r _ V PROPOSED SETBACKS =404-FT. SIGNAGE A�P� \'''. • __ -. � - -_ . . : 9 VAN // 4; _} • PER att OF RENTON CODE SW NpP : 2� �// EX.BUILDING TO LANDSCAPING(tm) // — � NOTES (' BE DEMOLISHED /, „j . ' 1. SEE SHEET PC-3,GRADING AND DRAINAGE PLAN I-):..__._ , , 7 POLE SIGN NIH MANUAL FOR PROPOSED CONTOURS. MESSAGE BOARD ' - _ 2. PARKING STALLS ARE 20 FEET LONG NG. 2 FEET AS LANDSCAPE OR SIDEWALK OVERHANG. MAGEE AUTO SALES 30 I L TO REMAIN IN -- _ .;.J s :t'. _. I `J _ __ --- __ _ _ ' GRAPHIC SCALE _�_�__T- _-_______ _ o•EANDSCAPE-BUFFER---- - — - - — \__ W.SUNSET BLVD _ S. • - -__: - tE1R0 ID(LKrem) b. • • --`"4 T- \ SiTE-ACCESS _ ___-- r - - SIGNAL >.men_eo n. NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: Washington Land DesignMG PROPOSED DRUG STORE DRAWN BY: 5/21/97 Planning&Engineering DC PROJECT NO. 10700MatdianMeweN.,5Mke503 RAINIER AVE S AND SW SUNSET BLVD SITE PLAN PC-1 CHECKED BY: 971511 sea0k,WA (206) RENTON,WASHINGTON Da (206)3659510 FAX:R06)365-0225 Q Q .Q Q Cr) t,•-,• : , '1 s-'1. ..11a• . . off,. ,..,,it f f ---" _---- 1 Q=.n a , - stai.L..,,,,...=no Rfr,,4,),_ ,.Ili, tintr: � - IF. .r T ...--1 GPNFRAI STOCK LI --- .2 -- _ P-- , „—!Ip: ! IIiji;::: liii '; :.ij` f FOOD MART 6262 J!I agg °.1II T II _ ' '� .�F••��■��a�• � �� ■ Eli' i•II! I ( NI a II :„ iii • q II ,. III R d a 1• I ILA ACU 11 lI16 U1 - I c �. f II I G ter= .�:.�-r:,-71. — �.,�—h qi ' - :=='{ I OE 1 .. M I. , I #I 11 0 NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: Washington Land Design PROPOSED DRUG STORE DRAWN BY: 5/21/97 Planning&Engineering DC PROJECT NO. 10700MeddlanAvenueN,Suke503 RAINIER AVE S AND SW SUNSET BLVD PRELIMINARY FLOOR PLAN A2.0 CHECKED BY: Settle WA 98133 OJT 91+5++ (206)365-9510 FAX(206)3Rsn»5 RENTON,WASHINGTON EXTERIOR ELEVATIONSpeuuRT000 NOTES O O O EQ a 26'-81/2' EQ �Rv%Bi Ocx, PAcionv rtisx r OPArzRi exo'� LP.R wnrzR REPELLANT SEALANT PEA SPEC. aO Na O C' © O OP. g MG x PFs IST 7/0 P ASRl,7 OLOR .WI pn iuuNrniwTgO" 1 © 1 © -= DIPRD srsrEM wro wsuL.uaspxar 11 INpmpuAt i ernR slr.N, T © � � oa :'.r�_,�t Q PIPS ISTNTNPTIC P Asnas Taw cape rn nl c O uulr:; N•� ^ 7 -J 12 YNOe PY slsy, ON�� 1110, �tp. . Ipo V v—a •lie a ./ ®EAPHAIT SHINS,PG, 13 ZIT M D E 17'- - O PAIxT seuIRAGI�OssIPL v �.. 5 PAINTED 14 p6p:"'If7.`�IbAo FRONT ELEVATION Off , m PHARMACY �.. \ , - ©axAr`ep seNIr,LOss"NSON N 15 FIleR OPTIC BOM slGl}LXR PHOTY Scale.1/8'•1•-0' c, r VMS BEYOND • O .,_�� PI�O!- •eJ- _ r o- 1 0 Q7 PaePMueD AND PAINTED seutaLOss EQ- 14'-0' m E +�-- L•�-'■ I® , 444 m _ 11'0 —O P.NAIDN JOINT =_ _ I ip LI r,G.,G I ,PP a PDC LOCATED } O �.-4• PER FIRE MARSHAL 32'-4' TOP 0 O O D U VAPSDI ULBLE PROM STREET T=.Y- y ADDJNi1ST COURSING ALL ELEVATIONS OP BRICK AND CCMMY AT o 'Jrf RAISED AND VAULTED SOFFITS TO EXPOSE ___—_-__ A OSUL W-ESLOCN rn �� `X �J."-"''+.ii ONLTB _®__-_----__ �__ _ r BLDTOPP�fROnT err. � � B ll'' PACKAGE DETAILS o-1 _ .NOTCH .--p REAR ELEVATIOw 7 I L I r Scala,1/8,1,0 _�I PROFILE @ ENTRANCE 1 —J ®� O Pl I L sae,ve.,-o °-\ HOLLOW 07 o 9 .-0 �0 J'I=: ;F::pLG Nat _ 's�1 c - �0 -_ ��I� �iogU�i—_ 1 O O �� O AA =F.= M� EPB. P - . NONILMNATED .:. ,, GIGn T-w �}eQ—� IxXLe - --SIDE ELEVATIONrt? - "BE -, Scale 1/8.1-0 R Ba A.m e __= Ji E(11)i EO = xce-TOSOICX e __ 0 - __—- CANOPY _ 5. 0--,1 _ \i '._ ^l e Tm roan I•J AA 0 0 0 STEEL LURp 0 TPnsH ENCLOSURE QTA"_,,.TT EQUAL 37'-101/2" l� EQUAL _ _ r> e e 0'r."`T.r'J` _ 1ptPAy;rTy._TYT�,:r\•-A ___ r,V-Y15'2'# o's TY �/ \ �� If�W/N IN�l/N 1�9 II- Z'/ )RIVE MI MAMA!'I O J1 Ai y o j SIDE ELEVATION „ N./KIN, , Scale 1/8'•1•0' MMITHUN El 17-0 O —_ ' ' BRIcz BLpcx --r- ___ _ l .v i I....... P 32,4' NEW PIN.GRADE NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE Washington Land DesignJRC PROPOSED DRUG STORE DRAWN BY: 5/21/97 Planning&Engineering DC PROJECT NO. 10700 Meridian Avenue N.,Suite 503 RAINIER AVE S AND SW SUNSET BLVD BUILDING ELEVATIONS A2.1 CHECKED BY: Seattle,WA 98133 6JI 971511 (206)365-9510 FAX:(206)365-0225 RENTON,WASHINGTON 7-:: .V•._... or9^ _ I ikk 11d Iu�.a u s� t� :IsS« �i,eo� pV ,� I + f 0.4 to f ��°�qao L L'� ...'"'_ E. • 5 ONiIR ' I sip.. i lcitfv MAP By •Mar COMPANY ,��f. � � � 4 �o JJ 30 ' s •� 1$��I� a °4 °;,IT°f.'� �,`1,E° :oµ J ;2s q - ' , m a EKR �' — .mcm,,.:(L• 1g. IL% ,l•ie:mR_,...:2 • I - . of 6 N • ,� /�•I% PI NIA, - 21 p\� " -1' i. to q a I '"��4sfc Q a 4 PROJECT SITE 3 I[>✓_ -+ \ •C°'._;, ©�'m• d A tl ^ 'q. b I ¢O : mac/ y�gRt@yy,p� �' 47111141 r ' i / ° `d Aw�� '' .=%^'.. �'�' 'S �Dya9lfiNY6�: . �YJ .• e ©{ i� nT � -"'� y 'c� \a`p •• ®81T:�:oI 5�¢Y 0,� tti. -fil?? eCl pit R Q f e. ''' H o•� E1 t N_ "` \'4" .4:''fil i ' ,•t,' ii. ,,* :..../, ,,, z,„:.,.....:\\ ...„..\ -0;•,v -__., . ,. .. • J1/4 '1��}� .•,Itrt JJ , g am sr r>..eo. , . ,,::'-' 4,,,...i.r#? il,IN: il'`1;14 ., ,._ ' •Ic.'a -:-t 2i...\-:" \-,-' - ' , ",4;;.:-4 41 : V",.- „ fins. ` :( .•. \ �". fi!,xw.' ---fi d. .._... '-, ..... ''''' 0i .':! .sNN f NO PATE BY REVISION DESCR PnON wa..hmgIO°fandDe gn PROPOSED DRUG STORE nanA°g&Enue...g. c„o ' RAINIER AVE S AND SW SUNSET BLVD NEIGHBORHOOD DETAIL MAP PC-0 M, ..>n RENTON,WASHWGTON �? pal-^�fo�-�� :��0' _:�._ �\,;tip•- II Scr'm��x it ,e ,lit 9] r BsA '} J r ' �ap�1• '4T , din,,4 g ' Tl i ,n 1,,,` . S r, gr e ., ,r l .ate " ` d 'o ( $"!i o7 7III/ `: V-, . `9'0, ./ - ` f—I; � -,f p I s ) ' 34 ` I . . _1.s 1 • ` ` . ' •!! , " x•, i a 7 = , yZT , ,i4,‘ .� , _ 1 u O ---..-- „,i..,_._•• •.-- •-..7"74 A,--.;;•1 .%vr, 0....„.v.,\ot„,2 cig . ,. ....:,,.__ _,.,,,,1-„pio,,v.,,,It'?.,- ,'"e4 #`1,...-,'"a tiA",...j:._‘:,.,.';:-Ir.4011 A\ L i . , I° °• . i I0\4' a�� • n s — g " f�. '�o { :�d, +,;• � {1ttas°` irt' 46i..4• ,J r ,` /,,:;A•i•• f151 jay . • \.§ �;. \• ,��,5 :-�; � �.�• � .� ,,,,;:`:' ., �{+ tee -:i- ...._,..�y`C ! . -j 0' t]+r�'+'�w -♦ce . ,'y a p£1 .1.. _,i,-o ,1l,,nf� $Q,?'.+•=j�N, � 1. g ,� 'til �o lA <,s 1-... 9.{' . .'`14; ill I•'!t u C '-'1qs, �' 1-0 7)1 te w VP'•1; =,�.1D. 1 r• 4 ' ��.. 1*, ��" l ') i '''''''-47 4' •iFcg,17/77tfig-7, :•••• 1 1 ' '4, fix;:•�. !s y.� �� t r ��=i %t& u y, v{I_ • CONFORMED COPY Return Address: City Clerk's Ofnce City of R 200005050 t 02170 1055 South GradyWay TRANSNATION TI EAS 12.00 ee Renton WA 98055 03G®602000F14:53 KING COUNTY, UA Title: UTILITIES EASEMENT Property Tax Parcel Number: 182305-9O79,9083,9178 Project File N: LUA 97-076 Street Intersection or Project Name: swc Sunset Blvd& Reference Number(s)of Documents assigned or released:Additi-onal reference numbers are on page inierAve S- Grantor(s): Grantee(s): 1. Walgreen Co,an Illinois corporation 1, City of Renton,a Municipal Corporation 2 • - The Grantor,as named above,for or and in consideration of mutual benefits,hereby grants,bargains,sells and dclivc s to the above named Grantee,the following described property: Additional legal is on page 4 of document - (Abbreviated legal description ARIST go here) ' LEGAL DESCRIPTION: "Portion of Government Lots 10 & 11 in Section 18, Township 23 North,Range 5 East. W.M." H:1FORMSUCCREC(7RD�EASEME T.CXX-A Page I FORM 03 0000/bh/CA2-21-97 I I That said Grantor(s),for and in consideration of mutual benefits,do by these presents,grant,bargain,seU, convey,and warrants unto the said Grantee,its successors and assigns,an casement for public utilities 1 (including water,wastewater,and surface water)with necessary appurtenances over,under,through,across and upon the f011owing described property(the right-Of-way)in King County,Washington,more particularly described on page 1. (or if full legal is not on page i l Exhibit A.) 1 For the purpose of constructing.reconstructing,installing,repairing, replacing,enlarging,operating and - 1 maintainingutilities and utilitypipelines,including,but not limited to,water,sewer and storm drainage lines, I . g, g ' together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law 1 and without incurring any legal obligation or liability therefor. Following the initial construction of its i facilities.Grantee may from time to time construct such additional facilities as it may require. This easement 1 is granted subject to the following terms and conditions: 1. The Ovalle shall,upon completion orally work within the property covered by the easement,restore the surface of j the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately;before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement tights granted to the Grantee. Grantor shall not,however,have the right to: • I a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep loot patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,ee of theany private landscape,or beautify the casement area in any way which would unreasonably increase the costs to I the Grantrestoring easement area and improvements therein. d. ,Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs. , successors in interest and assigns. Grantors covenantthat they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. I By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons,whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the 1 heirs,executors, administrators and assigns forever. ' L•fh , I IN WIZNES , OF,said Grantor has caused this instrument to be executed this . ' day of Hay 19 lit)R eeN t......___ , ! ,� IV t G -P2s,G1enf INDIVIDUAL FORM OFACLKOWZEDGMEivt I Notary Seal must be within box STATE OF WASHI NGTON )SS I COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument 1 Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: , ll:\FORbiMCRECt)RD\Fr+.S Ebt ENT.IaCXI Page 2 r I I . I 1 I • • INDIVIDUAL FORM OFACINOWLEDOMENF Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: _ Dated: - REPRESE'NrAT.WE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS • COUNTY OF KING ) I certify that I know or have satisfactory evidence that _ r signed this instrument,on oath stated that hc/she/they was/were authorized to execute the instrument and acknowledged it as the and ' of • to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: • CORPORATE FORM OFACKNOWLEDGMENT Notary Seal must be within box STATE OF )SS COUNTY OF K�•l Tret ) • ca�cr nS. 02400 On this efri' day of MGt tf ,44, .before me personally appeared d`^ A/eel /L1 AP..Sc)Il U( to me known to .-1 top be t G e Les ell Pn f of the corporation that o: executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein S?' zz mentioned,and each on oath stated that he/she was authorized to execute said v a N instrument and that the seal affixed is the corporate seal of said corporation. ••-E!? Notary Pub Aland fo a State of W�� //11o/S Notary(Print) kid et(1 3 r� • My appointment exp - Dated: .5/4t4oZ40) H:IFORMSIKCRECORD'F.ASEMENT.DOCi Page 3 FORM 03 o000/bt/CP.2-21.97 • . ill • EXHIBIT"A" LEGAL DESCRIPTION (Must be stamped by a P.E.or L.S.) Water Line Easement That portion of Government Lots 10 and I I in Section 18, Inwucluti 23 North,Range s Fast, • W.M., described as follows: A 15.00:foot strip of land lying 7.50 feet on each side of the • following described centerline: - i Commencing at the intersection of the south line oldie Cedar River Pipeline Right-o('way with the west righl•of-way line of Rainier Avenue South; Thence South 03 degrees 57'35'West'along said west righl•of.way,a distance of 263.56 feet; Thence South 11 degrees 04'09" West,a distance of 57.3 I feet to the TRUE POINT OF BEGINNING of the centerline herein described: Thence North 88 degrees 09'32"West,a distance of 43,85 feel; Thence North 01 degree 50'S I'East,la distance of 102.00 feel to the hereinafter described Point"A"; Thence continuing North 01 degree 50'51"East,a distance of 24.01)leet; Thence North 88 degrees 12'23"West,a distance of t48.74 feet: Thence South 44 degrees 58' 17"West,a distance of 47.32 feet; Thence South 01 degree 47'37"West,a distance of 107.49 feet to the hereinafter described Point"B'; Thence continuing South 01 degree 47'37"West,a distance of 16.57 feet to the hereinafter described Point 'C Thence continuing South 01 degree 47' 37"West,a distance of 55,28 feet; Thence South 88 degrees 12' 23"East,a distance of 18.28 feet to the hereinafter described Point"Cr; Thence continuing South 88 degrees 12.23"East,a distance of 20..38 feet to the TERMINUS of the centerline herein described; TOGETHER WITH a 15.00 foot strips of land lying 7.50 feet on each side of the following descnbed centerlines; I I BEGINNING at the herein described Point'A"; Thence South 88 degrees 09' 09" East, a distance of 44.47 feet to the TERMINUS of the centerline herein described; BEGINNING at the herein described Point'8"; Thence North 88 degrees 12' 23" West, a distance of 30.50 feet to the TERMINUS of the • centerline herein described; EXCEPT that portion lying between herein described Point •C" and Point '0" as shown on attached exhibit map which by this reference is made a part hereof. The sidelines of said easement are to be shortened and lengthened so as to commence and terminate of the property lines and, vacated street lines as depicted on the exhibit map attached,which by this reference is ade a part hereof. •Ir . I pS15.pF Exrresi.; ,'3d0h I - i - I • FORMS1KCRECQRD\EASEMENT.DOC\ Page 4 FORM 03 OOOO/bh1GA2.21•97 H:1 • � I l e I I ..-. I_ Yam,. - - _- --. Map Exhibit r ~(A).' EXHIBIT r ouHD MON. hl CASE-ti,• \ O.S9' ST. Of WT. • WATERIJNE EASEMENT '' MD ST' 6.n9 r 1 ..'__,... P.D.D. - cr.: NORTH 50U111 Rill cqmiLluyai. . ,GALE.• I- - UV' c d 42.0' a . f'T^ Y. p2- r' .• 71 • jC 42.03'h _pi 24.00' h et 1 C j 'POIH --- . C-.I, ..1 N1523'37 E I- •I ••I'l 3lJitl�t�s�sa, l _. qq _ n • S6012'2YE ~ DE 101.1HMt127E R •--- ge.57' ��oA� V r�.. ,- -- -.A. 4„ .1 ...•.: -',.. i Lni 1 ' 'C 1 `wI ..' a H !. T _61 - -7:- - - - 1 -.- 26112zigegcAtier .-- --"i&-4'"--' .: 11. 1:444-' 1 -I'M 11.11.111111111 tk 6 UJ Er 143.00' ''l' R.T0005�0000094.` 1 'Q TWA/ P I CC Jrl - -- S.W. SUNSET BLVD. ------' CAL CURS[ DATA P P - 955.00' S'9 ^' I. • 522.63' o0 1 uu CURVE TABLE LEGEND 1 maw DELTA RAbIUS LDIGTH 0FOUND CASED MONUMENT Si 1SY9'39' 90,50' 2s.0o'^ StT PLASTIL6CAPSTAMPEO LRUDA 5. �It691 /2 OW ^44'50'14- 33,50' 24.22' UNLESS DTHERSA9E STALED. _ -. , FOUND TACK IN LEAD PLUG i J. FOUND R.R. SPIKE w/PUNCH MARK .. • - •—-• CENTER UNCS _+-VI — — PROPERTY LINES RICHT-OF-NAY LINES 4.. ��7-7 0KA% 2/.L.L % 72 EASEMENT AREA .ti • • Engineering Plannln¢ ' ,�11691 Su>,e7ln¢ A •Pry !? pephellegon Associates Consulting Engineers, Inc. l--S..L� � ree alb er R. tOToauID. .A ueoen l42el Err-svi4 srn+xra++i74/2000 ,\7S61EKHT DATE: 05/O3/79 JOD HO.: 9756i I 1 1 H:1FORMS\KCKECORD!EASEMENT.i?OC\ Page S FORM 03 0000/bh/CA.2-7I-97 I I • CONFORMED COPY Return Address: City Clerk's Office 20000505002171 City of Renton PAAGE 001IOF SEAS 17.00 1055 South Grady Way e5/04/2000 .14:S3 Renton WA 9805$ KING COUNTY, NA Title: UTILITIES EASEMENT Property Tax Parcel Number; 182305.9079,9083,9178 Project File s: LUA 97-076 Street Iate:motion or Project Name SWC Sunset Blvd& Rainier Ave S- Reference Number(s)of Documents assigned or released:Additional reference numbers are on page Grantor(s): Grantee(s): I..Walgreen Co,an Illinois corporation 1, City of Renton,a Municipal Corporation 2 • The Grantor,as named above,for or and in consideration of mutual benefata,hereby grants,bargains,sells and delivers to the above named Grantee,the following described property. Additional legal is on page. 4 of document. (Abbretiiatedlegal deroipdon MUST go here) LEGAL DESCRIPTION: "Portion of Government Lots 10& 11 in Section 18, • Township 23 North,Range 5 East. W.M." • • aocCD- bo`5 to 1-1:1FORMS1t:CRECORD\EASEMENT.DOC\ Page 1 FORM 03 0000/bh/CA2.21.97 I v. ., 1 ` i That said Grantor(s),for and in consideration of mutual benefits.do by these presents,grant,bargain,sell, `, convey,and warrants unto the said Grantee,its successors and assigns,an casement for public utilities (including water,wastewater,and surface water)with necessary appurtenances over,under,through.across andupon the following described property(the right-of-way)in►King County,Washington,moreparticularly � g �° I . described on page 1. (or if full legal is not on page 1—Exhibit A.) For the purpose',of constructing,reconstructing,iinstalling,repairing,replacing,enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to.Water,sewer and storm drainage lines, ' together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities,Grantee may from time to time construct such additional facilities as it may require. This easement i is granted subjoct to the following terms and conditions: 1. The Grant)shall,upon completion of any work within the property covered by the easement,restore the surface of u the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement tights granted to the Grantee. Grantor shall not,however,have the right to: • a. Erect Cr maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the , utilities to be placed within the easement by the Grantee;or 1 c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the casts to the)Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the Compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Bleist within fifteen(15)feet of the right-of-way. This easement shall nun with the land described herein,and shall be binding upon the parties,their heirs. successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. By this conveyance,Grantor will warrant and defend the tale hereby made unto the Grantee against all and every person or persons,whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the , heirs,executors,administrators and assigns forever. � p IN WITNESS I OF,said Grantor has caused this instrument to be executed this 1 day/th of flit/ i - '81 IVICE-erZi5IDENT-' INDIVIDUAL FORM OFACZNOW EDGMENT . Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and I acknowledged it to be his/her/thew free and voluntary act for the uses and purposes mentioned in the instrument l j - Notary Public in and for the State of Washington Notary(Print)_ My appointment expires: - Dated: HAFORAtS1r:C1t$C Rb\tASEMENr.DOC Page 2 I 1 i 1 I • • INDli7DUAL FORM OFACI NOWLEDGMF.WT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF ICD O ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: v Rt.PRFSB TATIYE FORM OFACINOWLEDGMEW Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF ICING ) I certify that I know or have satisfactory evidence that signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary(Print) My appointment expires:_ Dated: CORPORATE FORM OFAcrNORZEDCMENT Notary Ste, be within box STATE OF N )SS COUNTY OFKdB� Ke ) D 9 On this /1/f1; day of ,l�1 ,41-r"- ,before me personally apl�ed t, 6 1(Q, P. Ie eS�ll t c-K- to me known to Di t7En be 1! P nP.St P_ hi- of the corporation that °" executed the within instrument,and acknowledge the said instrument to be the free y., and voluntary act and deed of said corporation,for the uses and purposes therein u z v Q mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. o zNotary Public d for tFe State often/7/i,'1 oiS Notary(Print)_ ada.rtiTh j - My appointment expires: _ Dated: 5Nf1,000 ILWORM$TCRECORDIF.ASEMENr.DOC\ Page 3 FORM 03 0000/bh&CA2-21.97 I 1' 1 + EXHIBIT"A" — LEGAL DESCRIPTION i, (Must be stamped by a P.E.or L.S.) I Utility&Access Easement , 1 That portion of Government Lots 10 and 11 in Section 18,Township 23 North,Range 5 East. . W.M., described as follows: Commencing at the intersection of the south line of the Cedar River Pipeline right-of-way with i the west right-of-way line of Rainier Avenue'South; Thence South 03 degrees 57'35"West along said west right-of-way,a distance of 180.00 feet; • • Thence North 88 degrees 12' 23"West,a distance of 246.33 feet; Thence South 14 degrees 36'07"West, a distance of 137.28 feet; Thence North 75 degrees 25' 37"East, a distance of 10.00 feet; Thence South 14 degrees 36' 07" West, a distance of 55.30 feet to the TRUE POINT OF BEGINNING; Thence North 75 degrees 26' 38" East,a distance of 62.57 feet; Thence South 01 degree 23' 51"West,a distance of 107.53 feet to the beginning of a non- p tangent curve concave to the south,the center point of which bears South 05 degrees 42'07" East and distant 1005.00 feet; Thence west along the arc of said curve through a central angle of 02 degrees 16' 02", a distance of 39.77 feet; Thence North 00 degrees 12' 28"West,a distance of 77.27 feet; Thence North 14 degrees 35' 13"West, a distance of 11.50 feet; I Thence South 75 degrees 24',47"West,a distance of 12.75 feet; Thence North 14 degrees 35' 13" West, a distance of 11.70 feet to the POINT OF BEGINNING of the parcel herein described. I' The intent of this legal description is for;the calls to follow the property lines and vacated . I street lines as depicted on the exhibit map attached,which by this reference is made a part hereof. . I rp—oot4s.--,714.0 -mac s. c .1 ucsi c:, l t`.`.�T!Sti�• N, i -`�{l LAO�' S j OP;_5 I .1.4•}4011;;` I i 1 i I 1 Page 4 FORM 03 0000/hh/CA2.21-97 H:\ORMS\KCRECORDtEASEt�tENT.DOC' g i I • Map Exhibit t Fawn mum. IN CASE-.._ EXHIBIT e.sa' saunl Do 1Nt. •' ....itr- ACCFss U11L1TY EASEMENTs. 4riD sT. 21.59 F 1 iLl ` NOR t4 P n SOUTH R/IF Rtyf$PI om__... w SCALE: t' •. 60' ti Lit42.0' H $."1 .- . s 1,1 3142.0]'n E•A`ri'.: 0 le N y 1••.1 .1 • . •�Ice INI i Si 'I I ' h H75 5 37.E 7lAtl� a 10.00 I s . • i 1 618E *20' -S' • tR1 �_. .1"-s•- co " #- ' GIs 1 1.39. e •. •'R.I�D-'O 994D9i,4J.00' I 4 �` � �,+ IOTA-Pit -� � g , . a ei S.W. SUNSET BLVD. - - C WRt1C`DAtA r . �- r .-. A. ]711'19' I a o R . 955.a0. N L . 122.a]' t CURVE TABLE LEGEND_ cuRVE MIA RADRIS LENGTH B rOUND CASEO uONUuEHT /1 15'4739" aDSD' 2500' 0 ' PPLLASTIC CAP STAMPED LS. /111391 /2 4430.14. 3150' 26.27 UNLESS OTNERMISE STATFD. _ N FOUND TACK IN LEAD PLUG • X FOUND R.R. SPIKE W/PUNCH MARK ._-- -- • CENTER LINES 5'4-1 PROPE— — — RTY ........,.- ...-....... RICHT-OF-WAWA7 LINES 4,'of ir•C*•. ['�J�J= EASEMENT AREA b. _, Engineering Planning ir. 1.1, 1sN?•�,� PenhUlegon Associates Consulting Engineers. Inc. 1931-i -4'' 7a0 MA WE S. IMUCLAMP, BA eeoSi (45a) BST-11014V 4 MIe2Sl1/76/7000 •\7561EKeT DATE: 05/03/99 JOA NO.: 97561.0i l • H:10 lthISAKCRECO RD\EAS E h IE WT.DOC% Page 5 FORM 03 0000lbh/CA2.71.97 • CONFORMED COPY Return Address: City Clerk's Office 20000505002172 City of Renton TRANSNATIION TT OS 9.00 PAGE 001 OF 002 1055 South Grady Way .• • 05/05/2000 14:53 KING COUNTY, UR Renton,WA 98055 BILL OF SALE Property Tax Parcel Number: 182305.9079,9083,9178 Project File •#: LUA 97-076 Street Intersection:SWC Sunset Blvd& Address: 275 Rainier Ave S Rainier Ave S . Reference Number(s)of Documents assigned or released:Additional reference numbers are on page Grantor(s): Grantee(s): 1. Walgreen Co,an Illinois corporation 1. City of Renton, a Municipal Corporation 2. The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as named above,the following described personal property: WATER SYSTEM: Length Size T,�rpe 731 L.F.of 8 " D.I . Water Main 1 ZU.i L.F.of 6 " Water Main L.F.of Water Main f, each of fr " Gate Valves 4 each of R " Gate Valves 1 each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Length Size T e 116 L.F.of PV C Sewer Main L.F.of Sewer Main L.F.of " Sewer Main 1 each of 54 " Diameter Manholes each of " Diameter Manholes each of '• Diameter Manholes STORM DRAINAGE SYSTEM: Lenzth Size Type 141 L.F.of 12 P V C Storm Line I L.F.of Storm Line L.F.of Storm Line T..� . each of ZZxZb " Storm Inlet/Outlet — 1 each of 48 I Storm Catch Basin 1 each of 54 I I Manhole STREET IMPROVEMENTS: (Including Curb,Gutter.Stdewaiic,Asphalt Pavement) Curb,Gutter,Sidewalk 100 L.F. Asphalt Pavement: 7R_ SY or L.F.of Width STREET LIGHTING: #of Poles - - By this conveyance,Grantor%vtil wa.r t and defend the sale hereby made unto the Grantee against ail and every person or persons.whomsoever,lawfully claiming or ro claim the same. This conveyance shall bind the heirs.executors. administrators and assigns forever. a coo- obss r ,b H:\FlLE.SYS`F[LET\8-tHNDOU1lEtLLSALE.DOCA.kB • Page I r• . IN WITNESS W EREOC I have hereunto set my hand and scat the day and year as written below.rnt e.t txxllrolr INDIVIt)(14L FORMOFACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) I certify that I know or have satisfactory evidence than signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned In the instrument • Notary Public in and for the Slate of�Vashtngcon Notary(Print) My appointment expires: _ _ Dated: REPRESENTAr/Yr_ FORafOFACKNOWLEDGMENT Notary Seal roust be within box STATE OF WASHINGTON )SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that I signed this instrument,on oath 1 stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and_ of, to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for.the State of Washington Notary (Print) My appointment e. pires: T Dated: • 1 CORPORATE FORM O I ACKNOIr'LEDGMENT Notary Seal must be within box STATE OF\ 4COUNTY OF-I;IHC +'�015)SS 2 On this l// t day of' l r,l r ,before me personally appeared xi. Si' /GA— It)me known to "a t'°0 twit he I/I C� T�S r - ^�-- of the corporation that rit z W executed the within instrument,and acknowledge the said tnsuument to be the free u2.<m and voluntary act and deed of said corporation, for the uses and purposes therein x u rnenuoned,and each on oath stated that he�she was authorized to execute said 5 — instrument and that the seal affixed is the corporate scat of said corporation. 0En4 '.-.I ce c 8 Notary Public n Ad for fife State of vk:ash gt, -1jlro0/S z Notary (Print) M le/ly i7rmiett" My appointment expire'S`____` Dated: �+// j .� -�r- Page 2 1 TPITi il P 11 I BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday,January 13, 1999 6th Floor Conference Room IN ATTENDANCE: Jim Hanson, Chairman Larry Meckling,Building Official Dave Christensen,Utilities System Chuck Duffy, Fire Prevention Paul Lumbert,Plan Review Tom Boys, Property Services Supervisor Mickie Flanagan, Recording Secretary VISITORS: Joseph Strobek, Legacy Partners MINUTES 1. CALL TO ORDER: 2. APPROVAL OF MINUTES: Moved by Meckling,seconded by Gerber,to approve meeting minutes dated,December 16, 1998. Motion Carried. 3. REQUESTED ACTION: • Street Vacation Request,VAC 98-004,Undeveloped portion of Lake View Blvd.N., between Lake Washington Blvd.N. and SR 405, from N. 12th to N. 20th St. Legacy Partners, Petitioner. Discussion: The northerly portion of R-O-W as well as the southerly portion abutting this R-O-W was vacated, leaving this portion as an island without public access. There are no City facilities within nor future plans for,this property. Action: Moved by Meckling,seconded by Duffy,to recommend to the City Council to grant the vacation request. Motion Carried. • Underground Variance Request of Utility Lines,U.S. West Communications- East side of Houser Way N., south of Bronson Way N. Discussion: This installation will place approximately 781 feet of aerial cable on existing power poles. Action: Moved by Meckling,seconded by Duffy,to grant the variance allowing placement of 781 feet of aerial cable on existing power poles on the southeasterly side of Houser Way N.,conditioned upon agreement to participate in any future improvement project in the area which would necessitate placing the overhead utility system underground. Motion carried. Board of Public Works Error! Reference source not found. Page 2 • Street Vacation VAC 97-002 -Walgreen's Development,SW Harris Pl. Applicant wishes to remove Restrictive Covenants to clear the title and complete the Street Vacation. Discussion: In February of 1979 the Board of Public Works imposed Restrictive Covenants on the subject property. The portion of SW Harris Pl. pertinent to the off-site improvements,has been vacated by the City of Renton. The ordinance was adopted on January 11, 1999. This action caused the need for the Restrictive Covenants to expire. Action: Moved by Duffy,seconded by Meckling,to release the Restrictive Covenants imposed by the Board of Public Works for deferral of off-site improvements to SW Harris Pl. Motion Carried. 4. REFERRALS FROM CITY COUNCIL: None 5. COMMENTS AND ANNOUNCEMENTS: None 6. CONSENT AGENDA: None 7. ADJOURNMENT: Chairman Hanson adjourned the meeting at 8:50 a.m. rs; May 15, 1998 Mr. John R. Hamilton CRE President Presidio Partners, Inc. 21743- 21st Ave. W Brier, WA 98036-8186 Subject: Walgreens at NWC Sunset & Rainier LUA-97�, ECF Dear Mr. Hamilton: I am in receipt of your letter dated May 11, 1998, requesting an extension of time for the site plan. The letter correctly notes that the site plan will expire two years from the date of approval, July 1, 1999. The letter further request an extension of time. An extension of time can not be granted at this time. The permit will not expire for over one year. A request for an extension of time, up to two years, will be considered if submitted approximately 60 to 90 days prior to the expiration date. It should also be noted that submittal for building permits will automatically extend the for the length of time that the buildings permits are valid. Again we will be happy to consider the extension of time in April/May of 1999. If you have any questions regarding this letter, please contact me at 425-277-5586. Sincerely, Mark R. P II, AICP Project anager •-•::',',::';. ..- ,--•:',3',---;:::'''.'"-,'";•:-1::!•:-*,::.;',',,:".,':.:'.',,- • ,•'.•,':*.,:.-;'„'i,',--,1•*.,l'•!;•-•::•;, •-:".•:*-',,,,,;:' •',''':,',':',';'•,',..;,;-,-•-:-';‘,::.---•,'T-:' ,,,,,„-„,,, -•-:,:. 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'''.'. :::;'..::.'''..:...';:,''',"-,:;'.:.::,...1;.''',,,,:'-'',..,:.',::::.,,.;',?:',.":.‘'.,:-...'-',,'"..':..L;',,''.'.. ,:..,'''•',...:.. ::;:':''..r',:'.Z'',':':'.'.''';';:'.'"..:',..:-, ',''...,'''..!-,%..,-;?''Y;''''::,'.,:„:,,t",,,,,'Z.',',',.:.;.''.7,',',.„;,.:‘,+;'.„',:,,,.-.,%.;,,:,.''.•,,,.,,,'7':.1.-..''-''''-' - '.'.':''''';; ::,'.':':'-'11',:";:,.%. ':-.::::';',..c',,',.'..';', -,,''',.':.'''•'-''''.'::':,:•,...t'.:',:;t:-'1::: :‘,-...:::::;.:;:::....';''-:*;:::::.':':'',;";:"..,,,',.:-. ''-',:.'-?''--.';',"..!..1,,,,:, ,,''..,'.•:::,',''''''''''''''''-''' -,.:-:,,•,',.'.',,,;,':i::.'i'',',,,:17,..''''.': ,,,-:::,:d;',"':".',,. .'‘],,,„!,,,,./.',:-',.•..,:';, ',;,,''',...:-'"::.',';'...::'::'.-1.-,'....-;:',..-.:',;''-.2.•-•,,Y,;,,, :,'.,-'::‘--'-''' -'- :-::',;,::- • CITA bF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 22, 1997 :r, Mr. Joe Geivett PE Project Manager Washington Land Design 10700 Meridian&venue North, Suite 503 Seattle, WA 98133 Subject: Rainier Ave. Drugstore LUA-97-076,SA, ECF Dear Mr. Geivett: We received your letter regarding the proposed drugstore. In the letter you inquired whether the revised building elevations and sign had been included in the determination that the City issued on this project. The revised elevation and the sign were included in the file at the time that the City issued its'_decision on this project. Therefore, no further environmental review or site plan review is required for this project. As you are aware, you will need to obtain building permits and a sign,permit before proceeding with the construction of this project. If you have any further questions regarding this project, please contact me at 277-5586. • Sincerely, Mark R. P " , AICP Project Hager • • 200 Mill Avenue South ='Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer �;. John R. Hamilton, C 4420 N. Saddlebag Trail,Ste 200/Scottsdale,AZ 85251-3434/(602) 946-4929-Fax(602) 946-5325 July 13, 1997 RECE Va D JUL L •i 6 1997 City of Renton DEVELOPMENT PLANNING CITY OF RENTON Planning, Building, Public Works 200 Mill Avenue South Renton,WA 98055 Attn: Mr. Mark R. Pywell, PIC Re: Ranier Avenue South- Drug Store Project No. LUA 97-076,SA,ECF Dear Sirs: I,am the applicant for the above referenced site/file number. Your transmittal letter of July 2, 1997, addressed to Mr. Joe Geivett(our civil engineer and consultant in this matter), advised the conditions of approval by the Environmental Review Committee. That transmittal and other information you provided requires comments be provided to the City of Renton on or before 5:00 p.m., July 22, 1997. The subject of my concern is the transportation mitigation fee which is calculated at$35,625. Under the subject of mitigation measures, there is a provision that the trips generated by the previous land use may be deducted to determine the amount of the fee. Please advise how you will calculate the trips generated by the previous land use or if that is a subject we are to research, analyze and present to the City. In the context of an alternate to trips generated by the previous land use, it is my understanding that such a transportation mitigation fee is typically calculated on the basis of"net new trips" projected to be generated by a development. The 475 average daily trips is a calculation of total trips and is based on Institute of Transportation Engineers (1TE) trip generation standards. In our experience there are generally three types of trips generated by a retail development as follows: 1. Pass-by trips: trips that already exist on the roadways adjacent to the property,which trips are made for a purpose other than visiting the subject facility, for example, going to or coming home from work. Such trips do not result in any increase in background traffic and usually account for 40-50%of trips to and from a retail development. 2. Diverted trips: trips presently made to other commercial locations (that compete with the proposed facility),but which are now re-directed to the new facility. Such trips can result in an increase in traffic on the roads at the immediate vicinity of the new site,but that simultaneously decreases traffic volume at other locations within your ove all road system. The net effect is Page 2 July 13, 1997 usually no change in the total number of vehicle trips on the overall system. Such diverted trips often account for 25%of trips to and from a retail development. 3. New trips:trips made due to the existence of the proposed development(ie, net new trips). We normally expect net new trips to be 25-35%of the total trips to the project. The mid-point of that range (being 30%of the average daily trips) would create a traffic mitigation fee of between $10,000-11,000. My concern is two-fold. I do not know what credits the City thinks are appropriate for prior uses; and if prior uses were not a consideration, should not the traffic mitigation fee be based on net new trips?. Please advise how we can resolve this matter. I would like to discuss this with you prior to July 22 to determine whether we need to appeal this condition. Thank you for your attention to this matter. Since \ / /John R. Hamilton, CRE /` `'� JRH:nh USA John R. Hamilton, CRE 32 z.0 402 170th Place SW p Bothell, WA 98012-5926 p ro , ) , : • Mark R. Pywell City of Renton Planning, Building, Public Works 200 Mill Avenue South Renton, WA 98055 k6:/' 'Washington.;4Land,"Design, Planning&Engineering ; , July 11;,1997 � �� • Mr: Mark PyyyelI rZ of BEN :. City of Renton Planning , -200 Mill.Avenue South • ' Renton, WA 98055` '' Subject: ,'_Proposed Drug Store- Rainier Avenue S Sel SW Sunset,Blvd. Site.Plan Review/Environmental.Review-Prof. No: LUA-97-076, SA, ECF Dear Mr. Pyweli: a We received your July2,-1.997 letter regarding the.Environmental Review.Committee's-issuance of a Determination of Non-Significance-Mitigated (MDNS) for the above referenced project.. - , Please recall on June 17, 1997 Washington Land Design, forwarded a copy,of a revised building • ,elevation and photograph'of a readerboard•sign which we are proposing to incorporate in this project. This letter is written to request clarification that the MDNS forthis,project was'based on review which included these materials. We understand that, since these materials were incorporated into this. 'rreview, no additional site""plan review process is needed prior to proceeding with the revised building elevations in the Building Permit Phase, • - •.- ; Please confirm that this project may proceed based on the revised building elevations:which:were " forwarded to your office on June.17,;1997. Attached please find a copy of.the June 17 transmittal. Please call if you have any questions regarding this transmittal. ncerely;. . "' Joe Geivett, PE Project`Manager . .. J RG/sam enclosure's _ - ' cc: John Hamilton 10700 Meridian Avenue.North,Suite 503 Seattle,.Washington 98133 .(20,6).365-9510 FAX 365-0225', • LETTER OF TRANSMITTAL ' I . Washington Land Design 10700 Meridian Ave. No., Suite 503 Seattle, WA 98133 (206)365-9510 FAX(206)365-0225 E-Mail: wld@wldengr.com Date: June 17, 1997 To: Mark Pywell, City of Renton From: Joe Geivett jt s Re: Proposed Drug Store - Rainier Avenue South and S.W. Sunset Boulevard; Renton, Washington Remarks Enclosed please find four copies of the following exhibits: • Illustration of readerboard sign similar to the one proposed for this project • Exterior elevations illustrating the general architectural elements proposed for this project. (Note that building dimensions on this illustration do not match the ones proposed in our submittal. The project would accommodate elevations to fit the proposal.) We hope that this information is helpful in further understanding the proposed development. Please call if you have any questions regarding this transmittal. cc: John Hamilton, J.B. 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'CLEAR AN0012E0 ,,s .," ALUMINUM STOREFRONT 1 , • . • • SIDE ELEVATION • SCALE. I/IS- • I•-0- a r 21 1.1........mw-1 • * , . • al MI Ininleill. .MININNIERITIII : 4 • i,FRJR: ,, c 6181863 111111111•111•111MI• :,, .0 A • 4 .. I • :A /\tiery ,, . : 1; • r • CARTS: ,1 0 , AIR• ..-*• r 7 i • MATS .; r2 tr b . •=NMI RP• - . ' 1 • Cri '.. 0, lif-T-:-7-F-FTTT--'"" a-L-71---11 N rfmm.....wu.... . , ..... % .• , • . ,, • • < . tr :. .. — -- - , ,., ,.. • ei :: is: •• t. '5,,/..‹. - .\•-.... ... . ., ..c---” • .. ... . 7:— • .-s. -----. .. ----.'-'` ..' , ,7,'.,,: , __-._..,,, „,-..,1. .:,.I —7, • .'._ - - .. --_.* ,. ,. — .-• .. -...__...— . . ._ i 7 ill.11/0 I 7•-0'A.1*.F. LiE OF NE OTT ... . .. MORTAR 4 PESTLE ABOVE ... . ... • 0 PARTIAL PLAN . SCALE, I/IA. A WiWashington State Northwest Region Department of Transportation 15700 Dayton Avenue North • P.O. Box 330310 Sid Morrison Seattle,WA 98133-9710 Secretary of Transportation (206)440-4000 DATE: July 8, 1997 /,90w. TO: Mark Pywell cm, O p<4 City of Renton, Project Manager to ,w/it 200 Mill Avenue South Renton WA 98055 Subject: SR 900 MP 9.75 CS 1796 Mitigated Determination of Nonsignificance-Rainier Avenue South Drugstore A File No.LUA-97-076,SA,ECF b&vutaltAti FROM: Robert A. Josephson, P , Manager of Planning& Local Coordination Washington State Department of Transportation Northwest Region 15700 Dayton Avenue North, MS 122 P. O. Box 330310 Seattle, WA 98133-9710 Thank you for giving us the opportunity to review this project,which is located on the northwest corner of Rainier Avenue South and SW Sunset Boulevard. Our response is below: We have reviewed the subject document and have no further comments. The project will have no significant impact on the state highway system. P If there are any channelization improvements to SR 900 the state will need to review the traffic study and approve the channelization plans. If you have any questions, please contact Don Hurter at 440-4664 or Vickie Erickson at 440-4915 of my Developer Services section VEE:vee File Name I • it >CtTIF; F RE O < ::I�RENTPLa On the �YGI� day of ,)I,LI , 1997, I deposited in the mails of the United States, a sealed envelope containing R cni-S a•v'Ol, 17�C�1S1(M.� • • documents. This information was sent to: • Name Representing A-p • • (Signature of Sender) )ykr\da.?f, STATE OF WASHINGTON ) ) SS • COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and volif t act for-the uses. and purposes mentioned in the instrument. SVM Dated: 7/3/60 : �' Notary Public in d forth ate of Wa'sfrig�t ,t , �✓,,.;' . tir ` tiv Notary(Print) MA GARED' My appointment Project Name: • Ra,i n(?)1( Ave• 'DY(A-CIS)-cl Project Number: J NOTARY.DOC ><;G`DI�II:.;:;:::::.<:>.:s> ><>>><_ On the rd� day of 3wAAO , 1997, I deposited in the mails of the United States, a sealed ,envelope containing Dt-E-vm 1 nth • documents. This information was sent to: Name Representing 'Department of Ecology Dick Anderson Department of Transportation I _ KC Water Pollution Control Metro Department of Wildlife • Larry Fisher Department of Fisheries David Dietzman Department of Natural Resources • Sue Rumery City of Seattle • Duwamish Indian Tribe Rod Malcom, Fisheries Muckleshoot Indian Tribe • Rita Perstac Puget Power (Signature of Sender)Al 01Azd__ . • STATE OF WASHINGTON ) SS COUNTY OF KING ) - I certify that I know or have satisfactory evidence that ry • signed this instrument and acknowledged it to be his/her/their free and vol nt act for the, u§e§'fa'"ndy,purposes mentioned in the instrument. �`; •. Dated: 31 .• t 1 ;,., • Notary Pub in and f e State of Wmiiicyl `5 " , -'41�104 Notary (Print) _ MARGARET My appointment expOOMMIssioNExpuifitoosi Project Name: • KGlil 141 &v Av i U-fi SI1A,P11 DWL9,3-ftlYc• Project Number: • L V -°I'1— 01 L. SA NOTARY.DOC REPORT City of Renton & Department of Planning/Building/Public Works DECISION ENVIRONMENTAL REVIEW & ADMINISTRATIVE LAND USE ACTION DECISION DATE: July 1, 1997 1 Project Name: Rainier Ave. S. Drugstore Applicant: J.B. Projects Corp./John Hamilton 1 Owner: Joeseph & Fern Regis Gerald Rutherford, President A.V. Bill Leavens Edward Joeseph File Number: LUA-97-076,SA,ECF • Project Manager: Mark R. Pywell, AICP • Project Description: The applicant seeks an Administrative Site Plan Approval (SA) and Environmental Checklist Review (ECF) in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. Project Location: Northwest corner of Rainier Ave. South & Southwest Sunset Blvd. Exist. Bldg. Area SF: N/A Proposed New Bldg. Area SF: 14,000 SF ' Site Area: 1.57 acres Total.Building.Area-SF: 14,000 SF • ./, \\\ • iy\ \ie,... -- SK' V/CTOR/A ST.• ,,.e,l��44'-'fu.m\ 1: oy. :4.••,••::S/:Y.'t39 r •t 1 x...o SK• I ,tt1 \sx a um u ' o�v: i -E.1 l' 1mc` . 2N0ST . y _ WaIi ,NFL Ems; s�„ 7 ; I 1/4'6.'714 �'yl` M = r„Al,INO��2 7I yg S n ❑Ity •z f! F�v \�-,-' -''. 7 MA P C SITE Ti!' - .,t .�. tea`` r• . a`C q w;�'i ��r- _ 'j41!;Ng ._ /_,•�/Qy� �l ..e.. i...;r f-• ,;,.-,.-.., I. in �j' 4"'� a 6"�I _�' i! LIN.• -- . 77.7 ,0'--. +I brt �� - s I S p, y �1 ,3RD 1 F !O !M 9,0 , .:+�—. -`l O "f =is. Te i`S'�'1 I l i_11T ©`.`�® -_� er `� r�.0••• ,_ \ s �I ®� taJ;cLI_'�JJ r77.74 r ' act 1 ! 0 e� ii �a. Or P.' _Q'Vr • � is e':� ,n�jl ?ilnsh�� itr�`.d,E a.', r .�! - . 1 �3 rO gs. ip~ or, i N u, 3RD P° mai'® ®c v ,- ",;(d, i/�i• 'g1'� O r y_ .\ �i ., �w Via.+a •;-_I'SET. , `.�e„� 1,t I ``'4- %/ :.,0," '�•'Rt- IBA ! �` R4, SUN i 6\ - Et i '"e, y _o t `a; ti_ r'Iy^n-...vi V vi, Project Location Map 7 SITEERCDOC City of Renton P/B/PWDepartment Administrative Site Plan Approval&E mental Review Committee Staff Report • RAINIER AVE SOUTH DRUGSTORE LUA-97-076,SA,ECF REPORT AND DECISION OFJULY 1,1997 Page 2 of 10 PART ONE: PROJECT DESCRIPTION/BACKGROUND The applicant is proposing to construct a 14,000 square foot drugstore on the site of the old Renton Honda Motorcycle shop. The proposed building will be approximately thirty feet high at the roof. Parapet walls may extend slightly above the roof of the building. In order to construct the proposed building the applicant has requested that the portion of SW Harris Street that bisects the subject site be vacated by the City of Renton. The vacation of SW Harris Street is being reviewed as a separate permit. However, the street will need to be vacated prior to the issuance of any construction permits. The building as proposed could not be constructed if the City were to deny the request to vacate SW Harris Street. The two existing buildings and a billboard will need to be demolished in order to clear the site for the proposed construction. Landscaped areas and parking will be provided in conjunction with the proposed store. The drugstore will also offer a drive through prescription window that the applicant feels will be used mostly by the elderly, parents with small children and the handicapped. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: (1) Earth Impacts: The majority of the project site is covered by existing buildings or pavement that will need to be removed prior to the start of construction on the new building. The applicant will need to install and maintain temporary erosion control measures throughout the construction phase of the project. The applicant will be importing approximately 1,750 cubic yards of fill material. This amount of fill will generate approximately 175 one-way truck trips (87.5 round-trips for each truck). The fill material will be used to level the building portion of the project site. Mitigation Measures: No further mitigation required. Policy Nexus: N/A SITEERC.DOC City of Renton P/B/PW Department Administrative Site Plan Approval&E mental Review Committee Staff Report RAINIER AVE. SOUTH DRUGSTORE LUA-97-076,SA,ECF REPORT AND DECISION OFJULY 1,1997 Page 3 of 10 (2) Air Impacts: Air quality impacts may be anticipated with the construction phase of the project and the operation phase. Construction related impacts would include dust from the grading operation and the demolition of the existing buildings. Exhaust from construction vehicles and equipment could also add cumulatively to the adverse air quality impacts. The applicant has noted that dust will be controlled by watering the site as needed. Exhaust from vehicles is controlled by state and federal regulations and monitored by a regional agency. { Air quality can also be adversely impacted by the exhaust from vehicles as they enter and leave the site and from the heating sources of the building. The exhaust from vehicles and heating sources is already controlled by state and federal regulations. Nothing in the applicant's proposal would lead to the conclusion that this project will generate excessive quantities of pollutants that would require further mitigation. Mitigation Measures: No further mitigation required. Policy Nexus: N/A (3) Water Impacts: The applicant is proposing an on-site storm water system consisting of a series of catch basins and three biofiltration swales. The biofiltration swales will treat the water prior to the release of the storm water into the existing City storm system. The applicant will not be increasing the amount of storm water leaving the site. Therefore, the applicant will not need to provide on-site detention. Mitigation Measures: No further mitigation required. Policy Nexus: N/A (4) Transportation Impacts: According to the applicant, the project will generate approximately 475 average, trips daily. The applicant will need to provide a Transportation Mitigation Fee of $75.00 per average daily trip. Trips generated by the previous land use may be deducted from the number of trips generated by the new land use when calculating the mitigation fee. Mitigation Measures The applicant shall submit a Transportation Mitigation Fee of $75.00 per average daily trip generated by this project (475 average daily trips x $75.00 = $35,625.00). The Mitigation Fee shall be submitted prior to the issuance of construction/building permits. Policy Nexus: : Transportation Mitigation Fee Resolution, Environmental Ordinance (SEPA) SITEERC.DOC City of Renton P/B/PW Department Administrative Site Plan Approval&E nmental Review Committee Staff Report RAINIER AVE. SOUTH DRUGSTORL LUA-97-076,SA,ECF REPORT AND DECISION OFJULY 1,1997 Page 4 of 10 (5) Fire Prevention Bureau and Police Department Impacts: Police Department staff note that there are sufficient resources to serve the proposed development. Fire Prevention Bureau staff note that the applicant will need to provide the Code-required improvements and submit a Fire Mitigation Fee of$0.52 per square foot. The fee is estimated at $7,280.00 for the proposed building. Mitigation Measures: The applicant shall submit a Fire Mitigation Fee of $0.52 per square foot of new construction (estimated fee is $7,280.00). The buildings being demolished can be deducted from the fire mitigation fee. The Fire Mitigation Fee shall be submitted prior to the issuance of building/construction permits. Policy Nexus: Fire Mitigation Fee Resolution, Environmental Review Ordinance (SEPA) B. Recommendation Based on analysis of probable impacts from the proposal, staff recommend that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE NON- SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. XX Issue DNS-M with 15 day Comment and A••eal Period. Issue DNS with 15 day Comment and Issue DNS-M with 15 day Comment Appeal Period. Period followed by a 14 day Appeal Period. C. Mitigation Measures 1. The applicant shall submit a Transportation Mitigation Fee of $75.00 per average daily trip generated by this project (estimated 475 average daily trips x $75.00 = $35,625.00). The, Mitigation Fee shall be submitted prior to the issuance of construction/building permits. Trips generated by the previous land use may be deducted from the average daily trips used to determine this fee. 2. The applicant shall submit a Fire Mitigation Fee of $0.52 per square foot of new construction (estimated fee is $7,280.00). The buildings being demolished can be deducted from the fire mitigation fee. The Fire Mitigation Fee shall be submitted prior to the issuance of building/construction permits. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. 1 J Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. Sli EERC.DOC CO• of Renton P/B/PW Department Administrative Site Plan Approval&E nmental Review Committee Staff Report • RAINIER AVE. SOUTH DRUGSTORE LUA-97-076,SA,ECF REPORT AND DECISION OFJULY 1,1997 Page 5 of 10 Water 2. New water main, additional fire hydrants and DDCV assembly (fire sprinkler system) will be required to meet fire flow Codes/Regulations. All water mains, fire hydrants or DDCV (vaults) located on private property will be required in easements that will be held by the City. Water (SDC) fees of $0.113/sq. ft. of gross site area will be required. Surface Water 3; The proposed building location on this site will require relocation of existing storm lines to keep the drainage system in the area operational. The drainage system to serve the site must be designed in accordance with the 1990 King County Surface Water Design Manual as adopted by the City. Surface water (SDC) fees of $0.129/sq. ft. of new impervious surface on-site will be required. Waste Water 4. The proposed building location on this site will require relocation of existing sanitary sewer main running through the site to keep the sanitary sewer system operational around the site. Sanitary sewer (SDC) fees of$0.078/sq. ft. of gross site area will be required. Fire Prevention 5. The preliminary fire flow is 2750 GPM. This requires one fire hydrant within 150 feet of the building and two additional fire hydrants within 300 feet of the building. 6. Separate plans and permits are required for the sprinkler and fire alarm systems. Community Service Department 7. All landscape improvements within street right-of-way are to be maintained by the property owner/developer. Construction Services 8.. The governing Code for this project will be the 1994 UBC including barrier free design, soils report, structural engineering. Architectural plans and non-residential energy code checklist will be required. Airport Manager 9: Per City Code 4-31-17, no use may be made of land (within the Airport Horizontal Surface) in such a manner as to create electrical interference with radio communication between the airport and aircraft, making it difficult for fliers to distinguish between airport lights and others, result in glare in the eyes of fliers using the airport, impair visibility in the vicinity thereof, or otherwise endanger the landing, taking- off, or maneuvering of aircraft. Lighting on the pharmacy site should be downward pointing and comply with City Code 4-31-17. SITEERC.DOC • City of Renton PB/PW Department Administrative Site Plan Approval&E limental Review Committee Staff Report • RAINIER AVE. SOUTH DRUGSTORE LUA-97-076,SA,ECF REPORT AND DECISION OFJULY 1,1997 Page 6 of 10 PART THREE: ADMINISTRATIVE LAND USE ACTION - REPORT & DECISION This decision on the administrative land use action is made concurrently with the environmental determination. A. Type of Land Use Action XX Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade & Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Drawing No. PC-1, Site Plan (Received June 4, 1997). Exhibit No. 3: Drawing No. A2.0, Building Floor Plan (Received June 4, 1997). Exhibit No. 4: Drawing No. A2.1, Building Elevation (Received June 4, 1997). Exhibit No. 5: Drawing No. L-1, Landscape Plan (Received June 4, 1997). Exhibit No. 6: Drawing No, PC-3, Utility Plan (Received June 4, 1997). Exhibit No. 7: Drawing No. PC-2, Grading & Drainage Plan (Received June 4, 1997). In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-31- 33(D) of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: 1. Conformance with the comprehensive plan, its elements and policies; The proposed project is designated as Employment Area - Commercial on the Land Use Element Map of the Comprehensive Plan. The project as proposed is consistent with the Comprehensive Plan. Policy LU-169. Individual parcels should be encouraged to consolidate to maximize flexibility of site design and reduce access points. The applicant is combining lots to provide a suitable project site for the proposed building. Policy ED-8. Increase the retail sales tax base of the City. The proposed drugstore will increase the sales tax base for the City. 2. Conformance with existing land use regulations; The subject property is located within the Arterial Commercial (CA) zone. The project is consistent with the development standards for the CA zone. SITEERC.DOC City of Renton PB/PWDepartment Administrative Site Plan Approval&El nmental Review Committee Staff Report • RAINIER AVE. SOUTH DRUGSTORE LUA-97-076,SA,ECF REPORT AND DECISION OFJULY 1,1997 Page 7 of 10 3. Mitigation of impacts to surrounding properties and uses; The applicant has provided a landscape plan that will help to buffer the adjacent properties from the activities occurring on this site. The applicant has also indicated that the access points onto Rainier Ave. and Sunset Blvd. will be limited to right only turns as the vehicles leave the site. This will be discussed further under Vehicle circulation below. The applicant is providing a biofiltration system on the subject property. Surface water collected from the parking area and internal roadways will be collected and released into the biofiltration system. The system, designed in compliance with the KCSWDM, will treat the water prior to its release into the City's storm water system. There are some existing utility lines that cross the subject property. The applicant will need to relocate these lines from under the proposed building pad so that they can continue to serve the adjacent area. 4. Mitigation of impacts of the proposed site plan to the site; The applicant will be removing two existing buildings and constructing a single building with an associated parking lot. The applicant is providing the required landscaping along the streets and within the interior of the parking lot. All required storm drainage system and improvements will be installed in accordance with City regulations. 5. Conservation of area-wide property values; The proponent will be developing a site that is partially vacant and has two older buildings on it. The development of the site and the maintenance associated with a thriving business will help to increase area-wide property values. The continued existence of decaying older buildings could lead to blight. 6. Safety and efficiency of vehicle and pedestrian circulation; The applicant has provided a safe and efficient vehicle and pedestrian circulation on the project site. The applicant has demonstrated a pedestrian path from the building entrance to the corner of Rainier Ave. and Sunset Blvd. The applicant has indicated on the plans that the exits from the parking lot will be designated for right turns only. This will help to discourage drivers from trying to turn left onto these busy roadways and having to cross multiple lanes of traffic. Transportation has recommended that these access points be limited to right-turn-in and right-turn-out due to limited site distances, heavy traffic volumes and potential vehicular accidents. The Transportation Division has also recommended that the exit onto Rainier Ave. and the exit onto Sunset Blvd. be limited to right turns only. Traffic flows during peak commuting hours are extremely heavy along Rainier Ave. and Sunset Blvd. To avoid impacting the flow of traffic during the peak hours the applicant should be required to submit a traffic control plan prior to the issuance of building/construction permits. 7. Provision of adequate light and air; The building is well setback from other structures in the surrounding area. Natural light will be able to reach all sides of the proposed structure and air movement will not be hindered by the proposed building. 8. Mitigation of noise, odors and other harmful or unhealthy conditions; The proposed project should not create any harmful or unhealthy conditions that would need to be addressed through the site plan. SITEERC.DOC CO,of Renton PB/PWDepartment Administrative Site Plan Approval&E mental Review Committee Staff Report ' RAINIER AVE. SOUTH DRUGSTORE LUA-97-076,SA,ECF REPORT AND DECISION OFJULY I,1997 Page 8 of 10 9. Availability of public services and facilities to accommodate the proposed use; and Adequate public services are available. The applicant will need to provide the Code- required extension and improvements. 10. Prevention of neighborhood deterioration and blight. The development and maintenance of the subject property will assist in preventing neighborhood deterioration and blight. C. Consistency with Site Plan Criteria In reviewing the proposal with respect to the site Plan Approval Criteria set forth in Section 4-31- 33(D) of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: XX Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. D. Findings, Conclusions & Decision Having reviewed the written record in the matter, the City now enters the following: 1) Request: The Applicant has requested Environmental Review and Site Plan Approval for a drugstore. 2) Environmental Review: The applicant's file containing the application, State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3) Site Plan Review: The applicant's site plan application complies with the requirements for information for site plan review. The applicant's site plan and other project drawings are entered as Exhibits No. 2 thru 7. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Employment Area-Commercial. 5) Zoning: The Conditional Use as presented, complies with the zoning requirements and development standards of the Arterial Commercial Zoning designation. 6 Existing Land Use: Land uses surrounding the subject site include: North: commercial; East: commercial; South: commercial and West: commercial. E. Conclusions 1) The subject proposal complies with the policies and codes of the City of Renton. 2) The proposal complies with the Comprehensive Plan designation of Employment Area - Commercial; and the Zoning designation of Arterial Commercial. SITEERC.DOC • City of Renton P/B/PW Department Administrative Site Plan Approval&Et !mental Review Committee Staff Report RAINIER AVE. SOUTH DRUGSTORE LUA-97-076,SA,ECF REPORT AND DECISION OFJULY 1,1997 Page 9 of 10 F. Decision The Site Plan for the Rainier Ave. South Drugstore, File No. LUA-97-076, is approved subject to the following conditions. CONDITIONS: 1,. Driveway access to and from Rainier Avenue South will be required to be right-turn-in and right-turn- out with no left turn movements allowed due to limited sight distance, heavy traffic volumes and potential vehicular accidents. The applicant shall install the required signage to notify drivers of the turn limitations prior to final inspection of the building. 2. The applicant shall submit a Traffic Control Plan for all work in the public right-of-way that includes, but is not limited to, street/lane closures limited to the hours between 8:30 AM and 3:30 PM, truck hauling to be limited to non-peak hours (8:30 AM to 3:30 PM & 6:30 PM to 10:00 PM) Monday through Friday, ! and if sidewalk closures are required that the applicant will obtain written permission from the City and a sign plan showing the location of the "Sidewalk Closed" signage. 3.1. The applicant shall have SW Harris Place vacated prior to the issuance of construction/building permits. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURES: c /./ l /y ames C. Hanson, Zoning Administrator date • Michael D. Ka termann, Zoning Administrator date TRANSMITTED this 7th day of July, 1997 to the applicant and owner: John Hamilton J.B. Projects Corp. 402- 170th Place, SW Bothel, WA 98102 Joe Geivett Washington Land Design 10,700 Meridian Ave. N. #503 Seattle, WA 98133 TRANSMITTED this 7th day of July, 1997 to the parties of record: SITEERC.DOC City of Renton PB/PWDepartment Administrative Site Plan Approval&En mental Review Committee Staff Report RAINIER AVE. SOUTH DRUGSTORE LUA-97-076,SA,ECF REPORT AND DECISION OFJULY 1, 1997 Page 10 of 10 Jack Flynn 100 SW Sunset Blvd. Renton, WA 98055 TRANSMITTED this 7th day of July, 1997 to the following: Larry Meckling,Building Official Bob Arthur,Land Use Inspector Art Larson,Fire Marshal Neil Watts,Public Works Division Lawrence J.Warren,City Attorney South County Journal • Environmental Determination Comment Process Comments regarding the environmental determination must be filed in writing on or before 5:00 PM July 22, 1997 (15 days from the date of publication). Any aggrieved person feeling that the environmental determination of the Environmental Review Committee is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence that could not be reasonably available at the time of the determination may submit written comments. After review of the comments, if the Environmental Review Committee finds there is not sufficient evidence to amend its original determination, then there will be no further extension of the appeal period. Any person wishing to take further action would need to file a formal appeal within the original 15-day timeframe. Written comments must be filed with: Jana Huerter, Land Use Review Supervisor City of Renton Development Services Division 200 Mill Avenue South Renton, WA 98055 • Environmental Determination and Land Use Decision Appeal Process Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM July 22, 1997 (15 days from the date of publication). If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner City of Renton 200 Mill Avenue South Renton, WA 98055 Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-235-2501. SITEERC.DOC - CITZ CIF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • July 2, 1997 Mr Joe Geivett Washington Land Design 10700 Meridian Avenue North#503 Seattle,WA 98133 SUBJECT: Rainier Avenue South Drugstore Project No. LUA-97-076,SA,ECF I - Dear Mr. Geivett: • This letter is written on behalf of the Environmental Review Committee (ERC) and is to inform you that they have completed their review of the environmental impacts of the above-referenced project. The Committee, on July 01, 1997, issued a threshold Determination of Non-Significance-Mitigated with conditions. See the enclosed Mitigation Measures document. Comments regarding the environmental determination must be filed in writing on or before 5:00 PM July 22, 1997. Any aggrieved person feeling that the environmental determination of.the Environmental Review Committee is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence that could not be reasonably available at the time of the determination may submit written-comments.After review of the comments,if the Environmental Review Committee finds there is not sufficient evidence to amend its original•determination,then there will be no further extension of the appeal period. Any person wishing to take further action would need to file a formal appeal within the original 15-day timeframe. Written comments must be filed with: Jana Huerter, Land Use Review Supervisor, City of Renton Development Services Division, 200 Mill Avenue South, Renton,WA 98055. - • Appeals of either the environmental determination [RCW-43.24.0075(3),WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM July 22, 1997. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 200 Mill Avenue South, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-235-2501. WAC 197-11-660 states that the responsibility for mitigation measures may be imposed upon an applicant only to the extent attributable to the identified adverse impacts of the imposed action. Since an environmental impact statement has not been prepared for this project, any mitigation measures established by the ERC not directly attributable to an identified adverse impact is deemed to be voluntarily accepted by the applicant. Staff urges you to contact the various City representatives, as appropriate, (e.g., the Public Works Division)as soon as possible,to obtain more information concerning specific mitigation measures for this project, if you have specific questions. This information will assist you in planning for implementation of your project and will enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at(425)277-5586. the Environmental Review Committee, Mark R. e , d • Proje Manager ki cc: ; Mr.Jack Flynn/Party of Record • Mr. John Hamilton/JB Projects Corporation Enclosure • • • DNSMLTR.DOC 200 Mill Avenue South -Renton, Washington 98055 - •p This paper contains 50%recycled material,20%post consumer ti CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-97-076,SA,ECF APPLICANT: J.B. Projects Corp./John Hamilton PROJECT NAME: Rainier Avenue south Drugstore DESCRIPTION OF PROPOSAL: The applicant seeks an Administrative Site Plan Approval (SA) and Environmental Checklist Review (ECF) in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. LOCATION OF PROPOSAL: Northwest corner of Rainier Avenue South &Souwest Sunset Boulevard LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts idei tified during the environmental review process. PUBLICATION DATE: July 07, 1997 DATE OF DECISION: July 01, 1997 SIGNATURES: er 7111 q7 Gregg Zirrtgrman Atir stra or DATE Departm t of PI ning/Building/Public Works /// Sam Chastain,Administrator DATE/ Community Service Department adA 7b7q Le heeler, Fire Chie DAT Renton Fire Department DNSMSIG.DOC II , Comments regarding the environmental determination must be filed in writing on or before 5:00 PM July 22, 1997(15 days from the date of publication). Any aggrieved person feeling that the environmental determination of the Environmental Review Committee is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence that could not be reasonably available at the time of the determination may submit written comments. After review of the comments, if the Environmental Review Committee finds there is not sufficient evidence to amend its original determination, then there will be no further extension of the appeal period. Any person wishing to take further action would need to file a formal appeal within the original 15-day timeframe. Written comments must be filed with: Jana Huerter, Land Use Review Supervisor, City of Renton Development Services Division, 200 Mill Avenue South, Renton, WA 98055. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM July 22, 1997(15 days from the date of publication). If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 200 Mill Avenue South, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-235-2501. DNMSIG.DOC " CITX OF RENTON ra. +' Planning/Building/Public Works Department ems: Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 02, 1997 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia,WA 98504-7703 Subject: - Environmental Determinations Transmitted herewith is a copy of the Environmental Determination and Environmental Checklist for the following project reviewed by the Environmental Review Committee (ERC) on July 01, 1997: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED RAINIER AVENUE SOUTH DRUGSTORE/LUA-97-076,SA,ECF The applicant seeks an Administrative Site Plan Approval (SA) and Environmental Checklist Review(ECF) in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. Location: NW corner of Rainier Ave. So. &SW Sunset Boulevard. Comments regarding the environmental determination must be filed in writing on or before 5:00 PM July 22, 1997. Any aggrieved person feeling that the environmental determination of the Environmental Review Committee is • based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence that could not be reasonably available at the time of the determination may submit written comments.After review of the comments, if the Environmental Review Committee finds there is not sufficient evidence to amend its original determination,then there will be no further extension of the appeal period. Any person wishing to take further action would need to file a formal appeal within the original 15-day timeframe. Written comments must be filed with: Jana Huerter, Land Use Review Supervisor, City of Renton Development Services Division,200 Mill Avenue South, Renton, WA 98055. Appeals of either the environmental determination [RCW 43.21.0075(3),WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM July 22, 1997. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 200 Mill Avenue South, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-235-2501. If you have questions, please call me at (425) 277-5586. or the Environmental Review Committee, • - • M r . e I,AICP • P ject Manager 9 cc: King County Water Pollution Control Division, Metro . Lary Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation SUe Rumery, City of Seattle Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) . . Rita Perstac, Puget Power. AGNCYLTR.DOC1 200 Mill Avenue South -Renton, Washington 98055 , . • . i CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES AND CONDITIONS APPLICATION NO(S): LUA-97-076,SA,ECF APPLICANT: J.B. Projects Corp./John Hamilton PROJECT NAME: Rainier Avenue south Drugstore DESCRIPTION OF PROPOSAL: The' applicant seeks an Administrative Site Plan Approval (SA) and Environmental Checklist Review (ECF) in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that-is to be vacated. • MITIGATION MEASURES: .. 1. The applicant shall submit a Transportation Mitigation Fee of$75.00 per average daily trip generated by this project(estimated 475 average daily trips $75.00= $35,625.00). The Mitigation Fee shall be submitted prior to,the issuance of constriction/building permits. Trips -generated by the previous land use may,be deducted from the average daily trips used to determine this fee. 2. The applicant shall submit a Fire Mitigation Fee of$0.52per square foot of new construction (estimated fee is$7,280.00). The buildings being demolished can be deducted from the fire mitigation fee: The Fire Mitigation Fee shall be submitted prior to the issuance of building/construction permits. ,, CONDITIONS: . 1. Driveway access to and from Rainier Avenue South will be required to be right-turn-in and right-turn-out with no left turn movements allowed due to limited sight distance, heavy traffic volumes and potential vehicular accidents. The applicant shall install the required signage to notify drivers of the turn limitations prior to final inspection of the building. 2. •The applicant shall submit a Traffic Control Plan for all work in the public right-of-way that includes, but is not limited to,street/lane closures limited to the hours between 8:30 AM and 3:30 PM,truck hauling to be limited to non-peak hours(8:30 AM to 3:30 PM &6:30 PM to 10:00 PM) Monday through Friday, and if sidewalk closures are required that the applicant will obtain written permission from the City and a sign plan showing the location of the "Sidewalk Closed"signage. 3. The applicant shall have SW Harris Place vacated prior to the issuance of 4 construction/building permits. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) . .. ADVISORY NOTES APPLICATION NO(S): LUA-97-076,SA,ECF APPLICANT: J.B. Projects Corp./John Hamilton PROJECT NAME: Rainier Avenue south Drugstore DESCRIPTION OF PROPOSAL: The applicant seeks an Administrative Site Plan Approval (SA) and Environmental Checklist Review (ECF) in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. Advisory Notes to Applicant:' The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations: 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. Water :. 2. New water main, additional fire hydrants and DDCV assembly(fire,sprinkler system)will be required to meet fire flow Codes/Regulations. All water mains,fire hydrants or DDCV(vaults) located on private property will be required in easements that will be held by the City. Water(SDC) fees of $0.113/sq. ft. of gross site area will be required. Surface Water 3. The proposed building location on this site will require relocation of existing storm lines to keep the drainage system in the area.operational. The drainage system to serve the site must be designed in accordance with the 1990 King County Surface Water Design Manual as adopted by the City. Surface water(SDC)fees of$0.129/sq..ft. of new impervious surface on-site will be required. Waste Water 4. The proposed building location on this site will require relocation of existing sanitary sewer main running through the site to keep the sanitary sewer system operational around the site. Sanitary sewer(SDC)fees of$0.078/sq. ft. of gross site,area will be required._ Fire Prevention 5. :The preliminary fire flow is 2750 GPM. This requires one fire hydrant within 150.feet of the building and two additional fire hydrants within 300 feet of the building. . 6. Separate plans and permits are required for the sprinkler and fire alarm systems. Community Service Department • 7. All landscape improvements within street right-of-way are to be maintained by the property owner/developer. ; • Rainier Avenue South Drugstore LUA-97-076,SA,ECF Advisory Notes(Continued) Page-2- � Construction Services 8. The governing Code for this project will be the•1994 UBC including barrier free design, soils report, structural engineering. Architectural plans and non-residential energy code checklist will be required. Airport Manager 9. Per City Code 4-31-17, no use may be made of land (within the Airport Horizontal Surface) in such a manner as to create electrical interference with radio communication between the airport and aircraft, making it difficult for fliers to distinguish between airport lights and others, result in glare in the eyes of fliers using the airport, impair visibility in the vicinity thereof, or otherwise endanger the landing,taking-off, or maneuvering of aircraft. Lighting on the pharmacy site should be downward pointing and comply with City Code 4-31-17. • • • • • i I , 0 No- i to c___,4 , . , . ENVIRONMENTAL DETERMINATION ' POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION • PROJECT NAME: RAINIER AVENUE SOUTH DRUGSTORE PROJECT NUMBER: LUA-9T-076,SA,ECF The applicant seeks an Administrative Site Plan Approval(SA)and Environmental Checklist Review (ECF)In order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a 1 public street that Is to be vacated. Location: NW corner of Rainier Ave.So.8 SW Sunset Boulevard. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL NOT BE REQUIRED. ' Ixxx I YOU MAY COMMENT ON THIS DETERMINATION BY 5:00 PM ON JULY 22,1997 OR APPEAL. THIS DETERMINATION BY 5:00 PM,DULY 22,1997. THE COMMENT AND APPEAL PERIODS WILL RUN CONCURRENTLY. h.V.c-.V II r-. Mops z ��'.:�.r. ,.:• l a •^r1....Y..--1V _ w :q '"+a; ..a' '�' .fir r�a 7 m'd'. r 11 .1 RIF' . ' 'AIN l'ilE i III - , . ° ' . - . a 3k • v; \`. :•n�' ' Si; ~ `P. noise• �r , .1-- ' al •• i .i J 0' nX , o Egt guaa I • I; ^Q Doi ry • T � s R � es. ct t 44 it . • fi,.• \ ' o ,sii 1•,( q• P ift , . B •!..,,,:,,,, }FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT 235-2550. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION .,:Please include the project NUMBER when calling for proper file Identification.:. • 1 CERTIFICATION i, Sa rig il JG(C /LSD , hereby certify that 3 copies of the above document were posted.,by me in 3 conspicuous places on or nearby the described property on . )14 � c�D I 9q/ Signed: <5-0 UUU9aJJZAZTV i • STATE OF WASHINGTON )• ) SS . • ' COUNTY OF KING ) I certify that I know or have satisfactory evidence that 'r`H1/D / �/t-CK ' 1 signed this instrument and acknowledged it to be his/her/their free and voluntary, act,for the uses and purposes mentioned in the instrument. < c., .....-.. J Dated: 7 gI q 1 Notary Public' nd for Stall q'on $ flIi tole: Notary (Print) t)1 MARG �'1":54'%1�ULI_AR My appointment expires:commIS N FXPIRFS FI9198 • • NO TA R Y,OOC - II_ - , ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: RAINIER AVENUE SOUTH DRUGSTORE PROJECT NUMBER: LUA-97-076,SA,ECF The applicant seeks an Administrative Site Plan Approval (SA) and Environmental Checklist Review (ECF)in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. Location: NW corner of Rainier Ave.So.&SW Sunset Boulevard. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL NOT BE REQUIRED. MO( YOU MAY COMMENT ON THIS DETERMINATION BY 5:00 PM ON JULY 22, 1997 OR APPEAL THIS DETERMINATION BY 5:00 PM, JULY 22, 1997. THE COMMENT AND APPEAL PERIODS WILL RUN CONCURRENTLY. .- �E"/, } - - s - aso v' a 2 6% n � r :Le ©16 -- --- Q J/ , 1 t- 6 R-igrw i WAY�zl , 4 5F ,1132. ST '0 _ of> 7 Isa 112b- az . ,r .•A: • - "` - ' le,.0. ,3S TILL/CUM ,,..sr , ti' .4TpyNIE o d :01.00l 'W/0."5:.'ANFSi 14. .1 1I, P COMPANY , • S TOR/N 7 - _ I� p CTOR/4 Si• - � EA,- •.f^ :if '_ :fli.4, i • , Y n• .f°miVi " i ill -,\-..:':::-;.,;-,,,-li •NtlekV. ' o TN >,• sk. zR,o ae7 t� L"�M �,�qpy 13 ri Fl .. a ,.,: , ,,„..0.,, a a J i�I ;ism, l�f�•�1 ' �/lMfatu �MCS t� rm�= 4, --� .. q� It q• �� o . ia;ia r.� B k rY�S,,, A•, , 'PROJECT SITE 4 ° Z ; f - _ Ilifii° .�` �'gatq 0;c �; log a ,� , '; 4_ .L jig ; . 1 y ' ° fn. 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S.0 - ,. @IGt G.,?e P.,m-,r�a i.filial• I i FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT 235-2550. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION I ::::.>::•;..:::.::.::.<:.::.... � forproper::fwle<icter��ificy;#ions -<:` :>>: > :; .::.::.:::.........:::Ple�lg�:: ncl�de;the;pro�ect NUMBERwh�ri c�lhsag.f r ..a .:< :::.;: AFFIDAVIT OF PUBLICATION Kristina Thompson, being first duly sworn on oath states that he/she is the Legal Clerk of the SOUTH COUNTY JOURNAL NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE 600 S. Washington Avenue, Kent, Washington 98032 RENTON,WASHINGTON - The Environmental Review Committee (ERC)has issued a Determination of Non- a daily newspaper published seven (7)times a week. Said newspaper is a legal Significance - Mitigated for the following ! newspaper of general publication and is now and has been for more than six months project under the authority of the Renton priorMun to the date ofpublication, referred to, printed andpublished in the English language RAINIERR) N. 9� AVENUE DRUGSTORE • continually as a daily newspaper in Kent, King County, Washington. The South County LUA-97-076-SA,ECF Journal has been approved as a legal newspaper by order of the Superior Court of the Administrative site plan approval and environmental review for construction of a State of Washington for King County. drugstore. Location: NW corner of Rainier The notice in the exact form attached,was published in the South County Ave.So.and SW Sunset Blvd. Journal (and not in supplemental form)which was regularly distributed to the subscribers The,15 day comment and appeal period during the below stated period. The annexed notice, a for this project will run concurrently. The comment/appeal periods for this project will Notice of Environmental Determination-Rainier Ave. Drugstore end at 5:00 PM on July 22, 1997. Written comments shall be forwarded to the Development Services Division Land Use as published on: 7/7/97 Review Supervisor.Information on the pro- ject file and the mitigation measures imposed by the City of Renton's The full amount of the fee charged for -i• foregoing publication is the sum of$44.92 Environmental Review Committee are Legal Number 3276 available at the Development Services Division, Third Floor, Municipal Building, I Renton, Washington 98055. Phone: 235- i•- 2550. Appeal procedures are available in f , 1 j iJ, 4 I 1 the City Clerk's office,First Floor,Municipal Building. Clerk, youth oun y Journal Published in the South County Journal ili July 7,1997.3276 Subscribed and sworn before me on this 0 •ay o , 19 i 7 : o_taAli__ ,�voaa�a® ra_4---Ltu—,-- ;-t m. ®,`,,,�s 10N6:,A/?, , III Notary Public of the State of Washington SkYI\,' F-R's/lt/ residing in Renton �x a N p T A R y s e King County, Washington E. f 0 cn:p " U L L 'G o,��% 1 Os i1,1 eFC 2 ZO ��s, NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance - ' Mitigated for the following project under the authority of the Renton Municipal Code. RAINIER AVENUE DRUGSTORE LUA-97-076,SA,ECF Administrative Site Plan Approval (SA) and Environmental Checklist Review (ECF) in order to construct a 14,000 square foot drugstore. Location: NW corner of Rainier Ave. So. and SW Sunset Blvd. The 15 day comment and appeal period for this project will run concurrently. The comment/appeal periods for this project will end at 5:00 PM on July 22, 1997. Written comments shall be forwarded to the Development Services Division Land Use Review Supervisor. Information on the project file and the mitigation measures imposed by the City of Renton's Environmental Review Committee are available at the Development Services Division, Third Floor, Municipal Building, Renton, Washington 98055. Phone: 235-2550. Appeal procedures are available in the City Clerk's office, First Floor, Municipal Building. Publication Date: JULY 07, 1997 s Account No. 51067 �_L it , dnsmpub.dot LETTER OF TRANSMITTAL DEVELOPMENT PLANNING CITY Or RENTON JUN. 1 91997 Washington Land Design 10700 Meridian Ave. No., Suite 503 RECEVED Seattle, WA 98133 (206)365-9510 FAX(206)365-0225 E-Mail: wld@wldengr.com Date: June 17, 1997 To: Mark Pywell, City of Renton From: Joe Geivett Re: Proposed Drug Store - Rainier Avenue South and S.W. Sunset Boulevard; Renton, Washington Remarks Enclosed please find four copies of the following exhibits: • Illustration of readerboard sign similar to the one proposed for this project • Exterior elevations illustrating the general architectural elements proposed for this project. (Note that building dimensions on this illustration do not match the ones proposed in our submittal. The project would accommodate elevations to fit the proposal.) We hope that this information is helpful in further understanding the proposed development. Please call if you have any questions regarding this transmittal. cc: John Hamilton, J.B. Projects rnevmp05 . . .7 ( •-•-_, 'Z'., ''''.,..`4-•:-,:-:•:,:,.,-.,'N,,,,••• •- - ;'- : -'s- -.', . '''. 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I , City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department:Water Comments Due:JUNE 20, 1997 Application No.: LUA-97-076,SA,ECF Date Circulated: June 09, 1997 Applicant:J.B.Projects Corporation _ Project Manager: MARK PYWELL Project Title: Rainier Avenue Drugstore Work Order No: 78227 Location: Northwest Corner of Rainier Ave. So. &SW Sunset Boulevard Site Area: 1.14 Acres Building Area(gross):N/A A. Environmental Impact(e.g.Non-Code)Comments NO COMMENT. B. Policy-Related Comments NO COMENT C. Code-Related Comments New water main, additional fire hydrants and DDCV assembly (fire sprinkler system) will be required to meet fire flow Codes/Regulations. All water mains, fire hydrants or DDCV (vaults) located on private property will be required to be in easements that will be held by the City. Water (SDC) fees of $0.113/sq.ft. of gross site area will be required. Signature of Director or Authorized Represe tative Date h:\division.s\develop.ser\dev&plan.ing\project\97-076.mp\plwater City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department:Transportation _ Comments Due:JUNE 20, 1997 Application No.: LUA-97-076,SA,ECF Date Circulated: June 09, 1997 Applicant:J.B. Projects Corporation Project Manager: MARK PYWELL Project Title: Rainier Avenue Drugstore Work Order No: 78227 Location: Northwest Corner of Rainier Ave. So. &SW Sunset Boulevard Site Area: 1.14 Acres Building Area(gross):N/A A. Environmental Impact(e.g.Non-Code) Comments NO COMMENT. B. Policy-Related Comments Driveway access to and from Rainier Avenue South will be required to be right-turn-in and right-turn- out only with no left turn movement allowed due to limited sight distance, heavy traffic volumes and potential vehicular accidents. it C. Code-Related Comments A brief traffic study providing average daily trip generation in/out of the site will be required. A traffic mitigation fee of$75/trip will be required. a -16-7? Signature of Director or uthorized Representative Date h:\division.s\develop.ser\dev&plan.ing\project\97-076.mp\pltrans l - _ r City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department: Surface Water(Drainage) Comments Due:JUNE 20, 1997 Application No.: LUA-97-076,SA,ECF Date Circulated: June 09, 1997 Applicant:J.B.Projects Corporation Project Manager: MARK PYWELL Project Title: Rainier Avenue Drugstore Work Order No: 78227 Location: Northwest Corner of Rainier Ave. So. &SW Sunset Boulevard Site Area: 1.14 Acres Building Area(gross):N/A A. Environmental Impact(e.g.Non-Code) Comments NO COMMENT. B. Policy-Related Comments NO COMENT C. Code-Related Comments The proposed building location on this site will require relocation of existing storm lines to keep the drainage system in the area operational. The drainage system to serve the site must be designed in accordance with the 1990 KCSWDM as adopted by the City. Surface water(SDC) fees of$0.129/sq. ft. of new impervious surface on-site will be required. /g4e,Jvoid.4.747--- 6- Signature of Director or Authorized Representative Date h:\division.s\develop.ser\dev&plan.ing\project\97-076.mp\pldrain City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department: Waste Water (Sanitary Comments Due:JUNE 20, 1997 Sewer) Application No.: LUA-97-076,SA,ECF Date Circulated: June 09, 1997 Applicant:J.B.Projects Corporation Project Manager: MARK PYWELL Project Title: Rainier Avenue Drugstore Work Order No: 78227 Location: Northwest Corner of Rainier Ave. So. &SW Sunset Boulevard Site Area: 1.14 Acres Building Area(gross):N/A A. Environmental Impact(e.g.Non-Code)Comments NO COMMENT. B. Policy-Related Comments NO COMENT C. Code-Related Comments The proposed building location on this site will require relocation of existing sanitary sewer main running through the site to keep the sanitary sewer system operational around the site. Sanitary sewer (SDC)fees of$0.078/sq.ft. of gross site area will be required. /94"4,1A- C Signature of Director or Authorized Representative Date h:\division.s\develop.set\dev&plan.ing\proj ect\97-076.mp\pls an I j - RENTON FIRE DEPT FIRF PRPP\/r_ +TI(lN BUREAU 1 City of Renton Department of Planning/Building/Public Works J U N 0 9 9 ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SI-I T REVIEWING DEPARTMENT: Fire. me0LAAkt Y COMMENTS DUE: JUNE 20, 1997 APPLICATION NO: LUA-97-076,SA,ECF DATE CIRCULATED: JUNE 09, 1997 APPLICANT: J. B. PROJECTS CORPORATION PROJECT MANAGER: MARK PYWELL PROJECT TITLE: RAINIER AVENUE DRUGSTORE WORK ORDER NO: 78227 LOCATION: Northwest corner of Rainier Avenue South &SW Sunset Boulevard SITE AREA: 1.14 ACRES I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant seeks an Administrative Site Plan and Environmental Review in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Wafer Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 1 10,000 Feet 14,000 Feet V D MRi'0 d' .}-- acts if)D lei B. POLICY-RELATED COMMENTS ' /0 if C. CODE-RELATED COMMENTS GC‘,tAt S We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where a itional information is nee./, to property assess this proposal. 0,44 e, 4 ,-/ . //40/992' 1naj re of Director or Authorized Repr•,=-ntative Date 9PP.DOC Rev.10/93 (cY • © , CITY OF RENTON ,�N�o� FIRE PREVENTION BUREAU MEMORANDUM DATE: June 10, 1997 TO: Mark Pywell, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: Rainier Ave. Drugstore, Sunset Bl. SW & Rainier Ave. South Fire Department comments: 1. The preliminary required fire flow is 2750 GPM. This requires one fire hydrant within 150 feet of the building and two additional fire hydrants within 300 feet of the building. 2. The fire mitigation fee is $7280.00. The square footage of the buildings that are demolished can be deducted from the fire mitigation fee based on $.52 a square foot. 3. Separate plans and permits are required for the sprinkler and fire alarm systems. Please feel free to contact me if you have any questions. City.. tenton Department of Planning/Building/f___,'Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET 1 REVIEWING DEPARTMENT: Lv COMMENTS DUE: JUNE 20, 1997 APPLICATION NO: LUA-97-076,SA,ECF DATE CIRCULATED: JUNE 09, 1997 APPLICANT: J. B. PROJECTS CORPORATION PROJECT MANAGER: MARK PYWELL PROJECT TITLE: RAINIER AVENUE DRUGSTORE WORK ORDER NO: 78227 LOCATION: Northwest corner of Rainier Avenue South&SW Sunset Boulevard SITE AREA: 1.14 ACRES BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant seeks an Administrative Site Plan and Environmental Review in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. 1 A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Enivironment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation • Environmental Health Public Services Energy/ Historic/Cultural Natural Resources _ Preservation Airport Environment 10,000 Feet 14,000 Feet EC— AD B. POLICY-RELATED COMMENTS • e,�ce/r2aa6C-162 /rr /7-L.r� /6,d,cci„ h ,,ac ir)aerflia,errZed N'ey.--P2f7Pe-771 .71,6-71-e,r/de-11—e-th-Pe/?.), C. CODE-RELATED COMMENTS '2t I� We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas whereeaadditional information is needed to,‘2e?,t, erlif 6e>�properly assessithis proposal. zvic/97 Signature of Director or •uthorized Representative b/�i>'/ A Date DEVAPP.DOC 1J Rev.10193 City of Renton Department of Planning/Building/Public Works • ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: tri®tkc.,G. COMMENTS DUE: JUNE 20, 1997 APPLICATION NO: LUA-97-076,SA,ECF DATE CIRCULATED: JUNE 09, 1997 APPLICANT: J. B. PROJECTS CORPORATION PROJECT MANAGER: MARK PYWELL PROJECT TITLE: RAINIER AVENUE DRUGSTORE WORK ORDER NO: 78227 LOCATION: Northwest corner of Rainier Avenue South &SW Sunset Boulevard SITE AREA: 1.14 ACRES I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant seeks an Administrative Site Plan and Environmental Review in order to construct a 14,0'00 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS ,{fit Element of the Probable Probable More Element of the Probable \,Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glana Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 67..i nizzada, zi) poli el ChA.11 e/azy, 61/)thiL //),aiee_.e. B. ! POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where a difitional information is needed to properly a thiis6proposal. Signa ure/of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 PROJECT LUA-97-076, SA, ECF Rainier Avenue Drugstore City of Renton Department of Planning /Building /Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET (Continuation) POLICE RELATED COMMENTS 7.23 Police Calls for Service Estimated Annually CONSTRUCTION PHASE Theft from construction sites is one of the most common reported crimes in the city. To protect materials and equipment it is recommended that all materials and tools be locked up when not in use. The site will need security lighting and should also be completely fenced in with portable chain-link fencing. The fence will provide both a physical and psychological barrier to any prospective thief and will demonstrate that this area is private property. Construction trailers should be kept locked when not in use, and should also have a heavy-duty deadbolt installed with no less then a 1-1/2" throw when bolted. Glass windows in the trailer should be shatter-resistant. I also recommend the business post the appropriate "No Trespassing" signs on the property while it's under construction (flier attached.) This will aid police in making arrests on the property after hours if suspects are observed vandalizing or stealing building materials. COMPLETED BUILDING This particular type of business is a target for robberies, especially the drive-through pharmacy that you currently have located on the north side of the building. This is basically hidden from view and would provide criminals with the security they would need in order to rob or burglarize the pharmacy. I strongly recommend that the drive-through be moved to the south or east side of the building. Rainier Avenue South is a heavily commuted street, and the south end would have customer traffic as well. Reports of burglaries at pharmacy drive-throughs is common and recurrent. To help deter this, in addition to moving the actual location, it is recommended that shatter-resistant glass be used, as well as an alarm wired to the window itself. The door leading to the pharmacy needs to be reinforced as well, and should also have coded access for employees needing to enter this area of the drugstore. Install sufficient lighting to provide good visibility for the interior and exterior of the business and the parking lot. Well-lighted areas enable employees to keep an eye out for suspicious looking persons and it also increased the possibility - in the event of a robbery - that someone outside will be able to see the robbery occurring. Page 1 of 2 PROJECT LUA-97-076, SA, ECF Rainier Avenue Drugstore City of Renton Department of Planning/Building /Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET (Continuation) Install a commercial monitored alarm system throughout the store, as well as "panic buttons" for the cashiers and personnel in the drugstore's office. The panic buttons should be placed in strategic locations so not to arouse a robber's suspicions. The business will need solid-core exterior doors, preferably metal or metal siding, with peepholes for employee safety. All doors need heavy-duty deadbolts and high security strike plates to deter against prying doors open. Each door leading to the outside will need auxiliary locking devices, in addition to heavy-duty deadbolt locks (such as latch guard and pry-resistant cylinders around the lock.) They should be alarmed as emergency only exits to deter internal theft and/or shoplifting. Access to the back of the building should be limited, preferably with security fencing. After the business closes, this area could become dangerous due to the lack of natural surveillance by business merchants. This area of Renton reports a high number of drug- related activity incidents, such as drug sales in parking lots. It's recommended that some of the landscaping be thinned out and replaced with chain-link fencing instead or in additional to the landscaping. Because of the lack of visibility around and behind the business, criminals could be tempted to congregate in these areas for drug-related crimes. The use of a private security guard patrol of off-duty officers is recommended as auxiliary security if the business experiences problems. Page 2 of 2 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ettAtuchcri SesCOMMENTS DUE: JUNE 20, AV nsv OF RENT APPLICATION NO: LUA-97-076,SA,ECF DATE CIRCULATED: JUNE 09, 1997'"°"ram" APPLICANT: J. B. PROJECTS CORPORATION PROJECT MANAGER: MARK PYW 1 0 19g7 PROJECT TITLE: RAINIER AVENUE DRUGSTORE WORK ORDER NO: 78227 LOCATION: Northwest corner of Rainier Avenue South &SW Sunset Boulevard 01!/I.-,tON SITE AREA: 1.14 ACRES I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant seeks an Administrative Site Plan and Environmental Review in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. A. ' ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Histodc/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS T U k va n Co cLe I cl cl t-(- U FJ L ,. j vi I J Gl ;w a r u u c r •F r Soi (i)ov }— s �t ��uv2� v-� ; vi � � r) A- trGln yv� Po - � �Si� �Vb�% �� lr v��c CuC:'L CIi ,ec-k(i,S � We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where edd y nal information is nee ed to pro d assess this proposal. • atu of Dir or uthoriz resentativ Date DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL . & DEVELOPMENT APPLICATION REVIEW SHEET 1 REVIEWING DEPARTMENT: p trroyt COMMENTS DUE: JUNE 20, 1997 APPLICATION NO: LUA-97-076,SA,ECF DATE CIRCULATED: JUNE 09, 1997 APPLICANT: J. B. PROJECTS CORPORATION PROJECT MANAGER: MARK PYWELL PROJECT TITLE: RAINIER AVENUE DRUGSTORE WORK ORDER NO: 78227 LOCATION: Northwest corner of Rainier Avenue South&SW Sunset Boulevard SITE AREA: 1.14 ACRES I BUILDING AREA(gross): N/A 1 SUMMARY OF PROPOSAL: The applicant seeks an Administrative Site Plan and Environmental Review in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. 1 A. 11 ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth ✓ Housing ✓ Air 1 r Aesthetics V ✓ Water r Light/Glare Plants ✓ Recreation r Land/Shoreline Use V Utilities ✓ Animals V Transportation V Environmental Health ✓ Public Services ✓ Energy/ HistoridCultwal Natural Resources ✓ Preservation Airport Environment 10,000 Feet ✓ 14,000 Feet None B. POLICY-RELATED COMMENTS None C. I CODE-RELATED COMMENTS Per City Code 4-31-17, no use may be made of land (within the Airport Horizontal Surface) in such a manner as to create electrical interference with radio communication between the airport and aircr..aft; ,making it difficult for fliers to distinguish between airport lights and others, result in glare in the eyes of fliers using the airport, impair visibility in the vicinity thereof, or otherwise endanger the landing, taking off, or maneuvering of aircraft. Lighting on the pharmacy site should be downward pointing and comply with City Code 4-31-17. I 1 We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where ddrtional in ,i ation is needed to property assess this proposal. (. oitU 'lures. Il i t4'cl7 Signat of Director or Authorized Representative Date DEVAP . 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El . , - ,-_4,-...z:_._:_:_:_:::_____-_-________:_,_:_,_:_:_:_:_:_:_:_:_:_,_,_:_:_:_:_____ __,_:_:_:________z_:_:_,_,_:_,_:_,_:_x_:_:_,__ , 1 IL ----- - ,...-7,-..-_..... :;:::::::„.::::::::::::::.:::::::::::„.-,-,:::::_,„,_,_„,_,_,_:::::::::::____:„::::____:::::„..,_„:::::::::::::::::__ �_ ••«_'I twidt4-,1 g- ' if. 4 ih 4 'A --::::::::::::::::-:::::: :::::::::::::::::::-:::::::::::::::::::::::::::::::E::-: :-::::::::::_:,!?, ,.i, • .f3 ,1 -1111 „pi n_ _1, woo I � � ay:psi., __ =========- =-===-====_====-==.==".. =_-• _=__•. '__ =_===== _. - - _ . . a © CITY OF RENTON =t —,, • - iv . ... GA Planning/Building/Public Works W‘' . • 200 Mill Avenue South- Renton, Washington 98055 7 . -Th cr e. ail OT 3 . '. - 0 2 9 5 I " 0 0. , iial 41), * **.ff6-4I---91PRESDOTE11 -FG.ta gEIT-: fig' 6.' .--. .. !-- iitoieriii u.s. POSTAGE : , =• -' 52441 . . 1 • .., ,_.,.... .r--- - it-•-ic-..J • hu• r.:..) i 4 1 i\,, , ,7 .kV .‘k.o-, 13,\rtte e' T Williams E(,;-I,L '--M1' ,--1 1 8 19..-.,..,9 7 , ,,,s,,i•-' diq-: 4 S1Q-•a "1- A 98155 Cm! OF REi\FT-Ci\J Engineering Dept r---_____ ::: ---1-1 V4OT DELI.VERAEtc-c:: -D -,‘ \i)4 ---- ,•AS tinURE.c'S;-r, c' , i. .: ,.,(---•El (3 . . i , '. 91 ,vi• ) . •:) •UNABLE 10 FORYQ.P,. ------11 •• '••• tra v ,,,.. lag H 1 1 i i i 1 in 1 it n u II 1 1111.111111111111-M11111111111111,11111111i11111111111111111111 RETURN' re writip., ,---......____............_.. -----r + ill•R4 f 41�NrcO� NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION RENTON, WASHINGTON An Administrative Site Plan Approval (SA) and Environmental Checklist Review (ECF) Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: RAINIER AVENUE DRUGSTORE/LUA-97-076,SA,ECF DESCRIPTION: The applicant seeks an Administrative Site Plan Approval (SA) and Environmental Checklist Review (ECF) in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. GENERAL LOCATION: Northwest corner of Rainier Avenue South and Southwest Sunset Boulevard PUBLIC APPROVALS: Environmental.Review ' Admin. Site Plan Approval.: _:. ..._ _- . .: ., - Building,Permit - - --- ,:,- The application can.be reviewed in the Development Services,Division located,on the third floor of;Renton:City Hall_ -Comments will be accepted anytime prior,to the Environmental Review Committee (ER'C).meeting date,Public Hearings,' during Public Hearings, or prior to an administrative decision. For further information orrthe application, or if you wish to ' be made a PARTY OF RECORD and receive additional notifications, by mail, of -the City's environmental. determinations, appeal periods and/or the public hearing date(s) for this project, please contact the Development Services Division at 235-2550. Please include the project NUMBER when calling for proper file identification. ..it.Y,L-- I ro 0.d 1.t. PO D : •P ~ a. e •'--::: . " a, 58 -y 60pj ¢ Mx_ z a - ■ ;� I /� o e la a - --"AIRPORrT • � ` WAY NiON DR R IT® L / ry at9 �T. r .. .{�uu nto� �- Oa P H/Pi ewia.t. it S .... TILL/CUM :t �' ,;,n•. .Q' N. ""' \ 4 ' 2 C� _. S ..f:: iTr •�.•. h' }i ti ;� I,n :i,Ft�• 'COMPANY ° & /-•-4 " �.. _y Qua. S TOB/N L. . _ yr _o �gy�gp��7,��7 ( 7. i• • ,.. ' % �-* 130 Wiz--- it '�,. 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'i.r.�r+-a �-tRn�L;rni r•-��•r-�..n / i CITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS 1. within 300 feet of the subject site PROJECT NAME: Proposed Drug Store, Rainier Ave. So. , and S.W.. Sunset Blvd. APPLICATION NO: LUA -014 , The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER (See Attached) RFC:FR/Fp Ati. 0 4 1997 DEVELOVmEN f PLANNING CITY OF RENTON (Attach additional sheets, if necessary) TRANSNATIOIN TITLE INSURANCE COMPANY (STI-rTLE) FARM PACKAGE Page 1 Prepared for: , KELLY SWANSON 05/16/97 Parcel Number Name Situs Address Phone Number 182305-9013-04 GENE MEYERS AUTO REBUILD 225 RAINIER AV S 98055 182305-9033-00 MALASPINA & CO INC 236 HARDIE AV SW 98055 182305-9062-04 K S PARTNERSHIP 240 RAINIER AV S 98055 182305-9063-03 SNYDER RICHARD M & JEANN 250 RAINIER AV S 98055 182305-9067-09 DENNYS INC 140 RAINIER AV S 98055 182305-9070-04 TONKIN FRANK J 200 RAINIER AV S 98055 182305-9071-03 CARNEY INV GROUP LP RAINIER AV S 98055 182305-9073-01 GENE MEYERS AUTO REBUILD 225 RAINIER AV S 98055 182305-9074-00 M 0 A PARTNERSHIP 205 RAINIER AV S 98055 182305-9076-08 ACCORD INC 98055 182305-9082-00 ATLANTIC RICHFIELD COMPA 175 RAINIER AV S 98055 182305-9087-05 CARNEY INV GROUP LP 230 RAINIER AV S 98055 182305-9089-03 FIRST BAPTIST CHURCH 606 SW LANGSTON R 98055 182305-9090-00 REGIS JOSEPH RAINIER AV S 98055 (206) 641-0740 182305-9100-08 COOKS ENTERPRISES 60 SW SUNSET BL 98055 182305-9101-07 WALTERS SCOTT W & CRYSTA 98 HARDIE AV SW 98055 182305-9107-01 ROBERTS J BERT 272 HARDIE AV SW 98055 182305-9112-04 WILLIAMS BRUCE T 128 RAINIER AV S 98055 182305-9122-02 LEYVA ERLANDO S & JOSEFI 188 HARDIE AV SW 98055 182305-9123-01 CURRAN JACK B 601 RAINIER AV S 98055 182305-9126-08 HENRY PHILLIP K 420 SW LANGSTON P 98055 182305-9149-01 ROBERTS J BERT 98055 (206) 226-8836 182305-9161-04 MORALES ANTONIO I & VICT 196 HARDIE AV SW 98055 182305-9171-02' HSUE KWAI+LEE-YUH 134 RAINIER AV S 98055 182305-9190-09 MENGES KEITH 81 SW 2ND ST 98055 (206) 228-0482 182305-9199-00 HALVERSON GLEN G THAI HU 8418 S 132ND ST 98055 (206) 271-4110 182305-9208-09 CITY OF SEATTLE 98055 182305-9209-08 WONG DALE W Y 8632 S 134TH ST 98055 182305-9212-03 CURRAN PROPERTIES LP 560 HARDIE AV SW 98055 182305-9213-02 LEVENS FAMILY TRST 215 RAINIER AV S 98055 182305-9221-02 KEY BANK OF WASHINGTON 101 SW SUNSET BL 98055 182305-9236-05 WARREN/KELLOGG/BARBER/DE 100 S 2ND ST 98055 182305-9273-09 LEVENS FAMILY TRST 261 RAINIER AV S 98055 Information provided is deemed reliable, but is not guaranteed Copyright 1997 TRW REDI Property Data Family Trst Levens 933 Jasmine Circle Costa Mesa CA 92626 Meyers Auto Rebuild Gene 225 Rainier Ave. So. Renton, WA 98055 Warren/Kellogg/Barber/DE 100 South Second St. Renton, WA 98055 • • MALASPINA & CO INC K S PARTNERSHIP 309 S Cloverdale St C-1 650 Rainier Ave S Seattle WA 98108 Renton WA 98055 Richard M Snyder DENNYS INC Frank J Tonkin 5411 154th Av SE PO Box 1600 3300 Maple Valley Hwy Bellevue WA 98006 Rowlett TX 75088 Renton WA 98058 CARNEY INV GROUP LP Meyers Auto Rebuild Gen M 0 A PARTNERSHIP 28226 193rd Av SE 225 Rainier Ave S 924 176th St E Kent WA 98042 Renton WA 98055 Spanaway WA 98387 ACCORD INC ATLANTIC RICHFIELD COMP CARNEY INV GROUP LP 3300 Maple Valley Hwy PO Box 2485 28226 193rd Av SE Renton WA 98058 Los Angeles CA 90051 Kent WA 98042 FIRST BAPTIST CHURCH Joseph Regis COOKS ENTERPRISES 255 Hardie Ave S W 15964 NE 15th 150 SW Sunset Blvd Renton WA 98055 Bellevue WA 98008 Renton WA 98055 Scott . W Walters J Bert Roberts Bruce T Williams 98 Harde Av SW 272 Harkie Ave SW 16532 4th Ave NE Renton WA 98055 Renton WA 98055 Seattle WA 98155 Erlando S Leyva Jack B Curran Phillip K Henry 17108 NE 35th St 10700 Meridian Ave N #5 420 SW Langston P1 Bellevue WA 98008 Seattle WA 98133 Renton WA 98055 J Bert Roberts Antonio I Morales Kwai & Lee-Yuh Hsue 280 Hardie Ave SW 20433 NE 120th St 7515 SE 71st Renton WA 98055 Redmond WA 98053 Mercer Island WA 98040 Keith Menges Glen G Thai Huong Halve Dale W Y Wong 1825 Edmonds Ave NE 8418 S 132nd St 8632 S 134th Renton WA 98056 Renton WA 98055 Seattle WA 98178 CURRAN PROPERTIES LP Family Trst Levens KEY BANK OF WASHINGTON 10700 Meridian Av N Ste 933 Jasmine Circle 1119 Pacific Ave Ms 0291 Seattle WA 98133 Costa Mesa CA 92626 Tacoma WA 98411 (Continued) NAME ADDRESS ASSESSOR'S PARCEL ( NUMBER Applicant Certification I, Joseph R. Geivett , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: ❑ City of Renton Technical Services Records Iliii Title Company Records �0 JUPjp. I: Ki Assessors Records), UfltY Date J Zo 1 (Applicant) cps PUBOCi c NOTARY -i,), s-1-sg "� " ATTESTED: Subsc ibed and sworn before me, a Notary Public, in and for the State•' / SPA. n, residing at efierraee. on the 2CA day of plat Signed (Notary Public) ****For City of Renton Use**** CERTIFICATION OF MAILING I, ILSebeopyerhereby certify that notices of the proposed application were mailed to (City Employee) each listed property owner on G • 10 ,91 • • Signed SLL.11/4.(4O-1 Date: 6 to ' g, \`+ ut% 40 NOTARY ��.. ,,. .. < ATTEST: S. scribed and sworn'before me; a Notary Public,`I and for the:State.©f hi :gt,99' the 19 " )' residing at .:. .� rki i � r' .:..: a I Q day of I� ii, MA1 ✓ 1 /./. . 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A �_is ....,.Sl..,—. .yr 1z\ ! � �cQ * REN.SP W2097g 7$10049f Il �"h / \ / i va,je er t \ ►�v0 /-i7 1 t 4?-j l :_ Z j 3i" r 0f•s'1.. 2 Z 1 ?•I'! 1 7 .. .'11 '- 510 - .°a,,4 rt ?� \ `' , 1 1 �►ti,, 1 4 r • �� d.«r —- aA j w s� f 1- e ! 0:144:6! 32 1 ...,:e.,,:i.r. -7 g) y ,‘ ti. • v. ,....:!,.a.„0.411.' 'if, VI V ii. .1k 4, •••0..,i",4 J4. le `'BLS �3f 1•` i ! "'3 a _,.. 4 . r k 1 41 i L.i7os MU 03 r �.- _ , -, ` 5 ..31 co 14P ► ri % ,7 \\ _ . . -, , 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. TOTAL P.04 + wit + mii NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION RENTON, WASHINGTON An Administrative Site Plan Approval (SA) and Environmental Checklist Review (ECF) Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: RAINIER AVENUE DRUGSTORE/ LUA-97-076,SA,ECF DESCRIPTION: The applicant seeks an Administrative Site Plan Approval (SA) and Environmental Checklist Review (ECF) in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. GENERAL LOCATION: Northwest corner of Rainier Avenue South and Southwest Sunset Boulevard PUBLIC APPROVALS: Environmental Review Admin. Site Plan Approval Building Permit The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted anytime prior to the Environmental Review Committee (ERC) meeting date, Public Hearings, during Public Hearings, or prior to an administrative decision. For further information on the application, or if you wish to be made a PARTY OF RECORD and receive additional notifications, by mail, of the City's environmental determinations, appeal periods and/or the public hearing date(s) for this project, please contact the Development Services Division at 235-2550. Please include the project NUMBER when calling for proper file identification. ok t 4 H 58 ; 59_._i. ,ff60�.,a, L„ <. 62 �° / �, 1s . ---AIRPORT �a 1 .. M � c� +A R6�70_" oRaoR ® E E>©pM. _� - Q 1 wf N�� 4q'J �t LS/�¢ - S'• .; 71 ii s . { ,.ra P• /® ^' • Say■ TILL/CUM LOST�yq�,0 lEi' O. ''W, ai\\ o i i t0� s 'CJRg� n.srt, ..:, ; !3 - k,. ‘4.S,41...yr\4\ ' COMPANY ' s . a ,p p-., } " i� , S TOB/N S. F J �• \, a- O O 30 3. tN,w ya �•,�e �ws� �a t. ® "� �� Lr o 1. E o Mgr E} _ AR �.VE.' \ .e.S Ia �- SW. V/CIbR/4"'4. ''''' ( , z'f, R 1 LJaY.s'.Y-:;•b :t9.u 1-.--. � p•', riniaar _ .k 1 1-..,,- b i n... i a w.••. q N „ 1, �, .=O,p - DES IRICt •'I •Q •� "Wil N + 'f/ pp~ I9 ®©� VI VTR ,II.A't 44E.-' en i• 11 . � T� • e �� Ii �/`7i'• i7F R/6N��k`.`_., �, �fagiar . r ,, E tt _ CI,`' S hM �Q /'"+IetgVj /ILRa�a04. i;aS�L'Q.`0 yam- �I Vag' _'i Et 3,lE •��r Fi: ��r �®�a t_ • �"}7 r � if btal tift NRSTpNN� ''g ',PROJECTSITE: Iw - 7 /`.; ;: eig 2 - tilt- Rn �I a 11fr ,' � ` �. kit,i f • ®.;/ °41.- i ii .4... '�N—",�� O _.�� / _ .. "�n �, :E �'~ F�� . s ' Ifs;. (ii y 9 -t ,.q i BI L. W I�- i-_� y- _-s o' 'c\ r, t; l 9\O -` �;6 Jai''�,Veits1 s.l' ®1 FM �7 : ' i. a - R +! �,� Q o'Or i � SA• ES -�.`'� �. �� +u 3RU a^: ®. o!�0d fc�u • i / A'` ' sy ,`f,.ef f i \ tl,• r _ !T_N� :r:4 TL.1,fe: :-.• / .0!A4; .... -n ,a 4,—+ i:b 'e• I • I. $.-.4- 1n.TH1"'1 FA.bE11iVltr- •r-----C . , .... NO11QE. i , PENDING APPLICATION ' PROJECT NAME/NUMBER: RAINIER AVENUE DRUGSTORE/LUA-97-076,SA,ECF DESCRIPTION: The applicant seeks en Administrative Site Plan Approval(SA)and Environmental ' Checklist Review(ECF)in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. GENERAL LOCATION: Northwest corner of Rainier Avenue South and Southwest Sunset Boulevard PUBLIC APPROVALS: • , _Building Permit _Preliminary Plat _Short Plat Conditional Use Permit _Rezone XXXX Admin.Site Plan Approval ' XXXX Environmental Review —Shoreline Conditional Use Other Peril ' _Fill 8 Grade Permit _Shoreline Substantial _Other Development Permit ' The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted any time prior to Environmental Review Committee(ERC)meetings,Public Hearings,during , Public Hearings,or prior to an administrative decision. For further information on the application,or If you wish to be made a PARTY OF RECORD and receive additional notifications,please contact the Development Services Division at j ' 235-2550. • .1(„ .. , -go „ a,: ry� yi, N '. ,..1.. .-1.,. .,4i.r..-. „,,, �, g' .'e - 1� ..:n`.rum_:'I -'arm").:Z"• 9,a'\ • .,. 11.„isb • , t_ [ .:?-- L , ai ,.,4u,g.4`Y;.e• - rII��N. •., ;•i 7„. llys ,•` a J g •n : l� r '�u•_7 ?r .:, ..„:16 �0, .. a �a dI s •• .' `� If r I k.PnwEc*arms •• i a t t — - krdr2[[.. . gilt' p C..,, ;,"..Elm.'" '%rul�/� it' max. rtW'r1.. • :-.u. . 'iid(1 ! ` �. !i`f .. htir4:''�'y �p•u ,^\co:!r ®u-�ad Ty en FS'•• i inT8•n Ot . Ilea.,,,', ;/.1,„ '4J par 1 g �,1 11,1 VP <II CC ,1 @: ;+. a414.1k.F.:MF,,..-. ._,:,--;:_.7- � s ;I,:, 4. • Wiff7:••1,-• .ci:. ,•-•,7)'`. ••;.... '"'":. •-•'•-"' .-."-ra.r-il-'. i.' ;Ii.,..,V.RiLli: I.'" PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. '. CERTIFICATION . I, 5a,f1d.q 3a,c k:So l , hereby certify that 3 copies-of the above document were poste by me in 3 conspicuous places on or nearby the described property on . juM e- 13 , I `19-1 Signed: S C��t,eak�� STATE OF WASHINGTON . ) U ) SS • COUNTY OF KING ) certify that I know or have satisfactory evidence that -�• ��a - signed this instrument and acknowledged it to be his/her/their free an o unlary actt for the uses +ti K,lpi/ purposes mentioned in the instrument. a, ! 0= ` • 4 Notary Pu in and for the Stale ashington 4 foe '° Atb o~ F. ..� Notary (Print) MARILYN FF .T- 'i My appointment . NOTARY.00C PENDING APPLICATION PROJECT NAME/NUMBER: RAINIER AVENUE DRUGSTORE/LUA-97-076,SA,ECF DESCRIPTION: The applicant seeks an Administrative Site Plan Approval (SA) and Environmental Checklist Review(ECF)in order to construct a 14,000 square foot drugstore on the site of an old motorcycle store and a public street that is to be vacated. GENERAL LOCATION: Northwest corner of Rainier Avenue South and Southwest Sunset Boulevard PUBLIC APPROVALS: Building Permit Preliminary Plat Short Plat Conditional Use Permit Rezone XXXX Admin.Site Plan Approval XXXX Environmental Review Shoreline Conditional Use Other Permit Fill&Grade Permit Shoreline Substantial Other Development Permit The application can be reviewed in the Development Services Division located on the third floor of Renton City Hall. Comments will be accepted any time prior to.Environmental Review Committee(ERC)meetings,Public Hearings,during Public Hearings, or prior to an administrative decision. For further information on the application, or if you wish to be made a PARTY OF RECORD and receive additional notifications,please contact the Development Services Division at 235-2550. ° = u I �— o rtiUH .1 �b � •-- i< � __ __ �' � Ili) G �., • •�, •�• \ 5�E-_J9J9f.�,,59 ;,.A6:2P a 1' ,z:6 �d , /,. R M(AI+RP1�O�7RT gy p WAY • } ��'•�i( - a s. °a/ I 'a'.r sdr ''' J.di -- '4J/� it i ~t@O fU'S'Ji.'i'L�Mlir�'1Rri°tZ5'1'.i.R.�'YG7i� ..I.. -, ,• • • \A '__ y yt T/LL/CUM ,•sx Y;< 9t ws E '•,I, etiliN:"T ill, „III • P Cp.O'M7Y • a D TI'.' --� }aYl, �q S ;OB/N 5' rs ;:a.•' i 130 l-Lik \'' ',,`. Kill, ,aal. Y 1:®I 4, 4• VJ sa _ :•,=O Zli. [} FCR 0 VE' ♦ <5.1y\I M•4 _ SW. V/CTOR. �, V •S ,11 �� /. S�Y+.::L L'h f..}..Y.`-, �.....,�•I ,F� - .�,f r tr n •a \ it :' : i` ...s, 41 ryy e _ Wry µ� I, t� W T. "`I. .,,, - s a .' I - %i r"'..,�'. . i_ ,. �'�pwc7rR; M ii e a Fl em. ' '4'4 i S��jjQQpr ,C�t��p !A c is 71 .. ^� ' ii�S � 1 Bgyb GY s�. ,.,ra a'Ni'I�y trt n �__ -_ �.}'C---E�_a..,\ u 'n Flr. 1_1 4'je�q �/l�Rfia�u LI� 1, e..o t re�iD,�_: .0 �i'feGi r''�etttyp[ i._ :.'7, �r qr fl — ., - .1�.9 �D4�f,..r i`� . �az�n/n,'r ;v....^I'U.." zlov;r.a_^} •',"'L ,t l: , Ji .G]7' e'at•a r ..v«•� ri lt•.PRyO.JECT SITE a-- .i� i �� E�Y fl m : �/�� + t R MR,�. /. , �, �1i , ,i• J' IFa rrin��1�, I�1 V�/■� � O ((� �'�y,it•`. �if a� ;i\%zi".7/Ylr ,. aim ., ,. s.s sr. r M r, f ', �a�/4 . �"-- \ © `'wl tar " °5 �.VIw'Velli M:��•`,/a'. ,5`eilQl�,:•1y1t5531�1' 10.40,-,o � a- ��pF1 y04 , l�,�1 'S1 ��'��•� C uea-:•.� ..'0��r'.'y:9��:* � ® � � e� m �. p{{��i '�� e,W{ yY'p�y,r•�./ JO •.C• i.�7 ii' ,\.\`e� ��•^, • �r�r L� � t+ i� P it ,� � ^dL%,ui: •et ♦ itF 31qj ig. ; S� ATN2 _ Sx 9/ r A., . 0. �;•'� v t ' �{' ! /y/F S.W • ,,,1,1. ..." A, E ' _ ^5s% ,_,r.,: d .-_'e+,_'tee_ _ ,i-5 ///..e • s • �,�� 5 . „ ' "' -1. :.., m✓ . c21ris - i :3� 0 J '4'' kr P�7 '�ir� t� per d+ J • r\ 4022Arrn �/w{��• 11940-9 ,. •.4,',I A:y Live, lyib. ;6R 4' ••___ . *.:i ......4,\ ''.z N"`' • /:"s' 5TN ,.. 'r�i ybti:. 8� Mom'` . •''', ..••••• '*a\�° i, .• .•,;.:.• ..\. Tir V,,,,'-: ../ .. ��U3 F "° S./ M '••.iF• rnr .t: ` `•''t._.. __ . ice- •6 rs-I Z�Q ,�. o® '• / � Mrf.' " �^ ..� I "__i.:. o,,, a Ci �'®.,. �/''i7::.... • ' "te / i fig• ,p LI- a w Q 4' ®ZZ e.i o i • 'mcT: •.,- -,- 4yt. ,'-',,r� •r•• y -w_f},'?ei�jl cs' im m m.YA '� Y '�.13.E • tlY.' ..i•�a•Y -.:,. v \(3. / .),„„�f1 s.6'it liana Lh 41" •1.,• 4.•., C..R 1. �..-1,. A M -aa,a • '•" f m v: ..\...v . , .s 67N sr,. - :< E.PROJECT;NUMBER:WHEN:.CALLING;FOR'PROPERYFILE-IDEN:TIFICATION»'s: <>:<`' 'PLEASEINCLUDE T ..:;;.:H : :.::.:......:::.:. .... ..:..:.:<.:.<..,.:.:. .. .....; .' o CITh OF RENTON a Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 9, 1997 Mr. Joe Geivett Washington Land Design 10700 Meridian Avenue North#503 Seattle,WA 98133 SUBJECT: Rainier Avenue Drugstore Project No. LUA-97-076,SA,ECF • Dear Mr. Hamilton: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on July 01, 1997. Prior to that review, you will be notified if any additional information is • required to continue processing your application. Please contact me, at(425)277-5586, if you have any questions. Sincerely, 0//7 Mark R. P ,AICP Project Ma ager cc: Mr.John Hamilton/Applicant ACCPTLTR.DOC 200 Mill Avenue South- Renton, Washington 98055 F ELOP. NTS V. ER IC S>D V SI ::: :::: : : ::::: ::::::::::::::�::::::::::::�:::::...... ... . :'`�'..� :. API': 1.��►.. Note; :tf there Is morn than one legal.:owner;:please attach:`on additional: nof3�iied:Master'Applic�tion':foreabh:owner:': PROJECT OR DEVELOPMENT NAME: NAME: See attached agency letters. Proposed Drug Store PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: NWC Rainier AVe S & SW Sunset Blvd CITY: ZIP: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 182305-9178-05 182305-9083-09 182305-9079-05 TELEPHONE NUMBER: EXISTING LAND USE(S): Commercial (Vacant Retail ) PROPOSED LAND USES: NAME: John Hamilton Retail Commercial COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: J.B. Projects Corp. Employment Commercial ADDRESS: 402 - 170th Place, S.W. PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): Employment Commercial CITY: Bothell, WA ZIP: 98012 EXISTING ZONING: • Commercial Artertial TELEPHONE NUMBER: PROPOSED ZONING (if applicable): ( 425) 743-7869 CONTACT�<P Commercial Arterial SITE AREA (SQ. FT. OR ACREAGE): NAME: Joe Geivett 1 . 14 Acres jitii4 } 4 1997 • COMPANY(if applicable): PROJECT VALUE: OEVELOPMENT Washington Land Design CITY OPRffN ONN)(VC $2 . 5 million ADDRESS: 1 0700 Meridian Ave N. #503 IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? No CITY: Seattle ZIP' 98133 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: No ( 206) 365-9510 .,.. a .::> : •P . e ghee ;>i ::rr e;#.$...... 1..:..........:............:...;. ::::: ... >:< <.:: €:<:«:...,,?:LEG L:.:DESCRIP:.. • •OF,...PR• .E•RT.Y.;.(Qttach::Separ ..::..::.a.. . :..:::: :C................Y.......,,,,............:....:.:. ( See Attached) ( • A P P.,.. S •` < <>`:< >>'ioui.:>>`»> «' »i Ni :. ;':.:»:: .: ':;:<:; :::::::: :::::::.... ::::> ::;;>:> ...-;:;::;:;;:;...: :': .::.: :YPE•;:O F.. . ..P I O N.. F E................ ......:... ................ . ..................... .... .... • ff.w I..d ermine . ees>'� a et ::>::;.: :'>:::>:::::<:::>:: ::::::::::: : 'eckall.;a.. ..licatlont es:::tliat:a...:::.I.::.....C.t ... 1 .. . � .. _ANNEXATION $ SUBDIVISION: _ COMP. PLAN AMENDMENT $ ' _ REZONE $ _LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT $ . _TEMPORARY PERMIT $ _TENTATIVE PLAT $ _ CONDITIONAL USE PERMIT $ — PRELIMINARY PLAT $ x_ SITE PLAN APPROVAL $ /dfO. VD _ FINAL PLAT $ _ GRADE & FILL PERMIT $ (NO. CU. YDS: 1 PLANNED UNIT DEVELOPMENT: $ _ VARIANCE $ (FROM SECTION: 1 _ PRELIMINARY •• • _ WAIVER $ _ FINAL _ WETLAND PERMIT $ ROUTINE VEGETATION — MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE REVIEWS: • _ SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ VARIANCE $_ — EXEMPTION $No Charge _x ENVIRONMENTAL REVIEW $ ,5-00•.0-0 REVISION $ _ >: >; ;'> > ; :D VI >:OF>:OWNERSHIP : .:« ::;>>> ;; ;:< > > >< :<::< »><'' ;: ' : I, (Print Name))v(Af" R.• !(%1-VtJdeclare that I am (please check one)_the owner of the property involved in this application, V he authorized representative to act for the property owner (please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. ATT: � : T:ti --otV .' e of0 � r/Re• sentative) mDIl /$ ' Ai�y``� 1 N� P g ature of Owner/Representative) UB1. O • Si nature f N t ry Public) .7), -i•98 6'` Sta" ::>:':;.:::,.::;::;::>:<:: :::::.:.:::;::>�::.:..::.: .. �; <:° ' :.(T i sects .. o completed.bY,CitY:: .:.:fi.:1.:':;.. :;.:<::::<.:::.:>:.::::,:.::.:.:.::.::: :.:.:. :.:;: :;:. ::::.:::. i"7 : . ...... - � ,:<R><:::> MPL;::.. U::.;:::LLA;:;:.P.,P:>.::>FP:::;.>;TP:.:>::>. P;<>::;RUMP..:;<<V:::>>':<;::><::>::: . ::;:.;:;:.:;.Clty,�IleNumber:. .��. p��. .:. . ..;: ' S ::;.; � :..:.' ..:;':' ;: ; `a : :'::::.:..:.:.::.::::....:':::::<..::::;. .. E:;;: P;:<.:::: S ::: :;:..:::>::::C ::A:>::;::::ii.:.::ii:>:>> ; <:: < >>'.i64:: :>::;<; :.:;::::;;i::;:i i;: :: ::::.::.::::::.::.::::. :: .:.�:.:::.: :.:..;...:.::::::::.AAD;>::;;;:W....F .0 ......SM. . SM. .....M.H ........ ...... . .... .. . ..... .. . . ..i:: ' :::. :.::-.t7:::::::::::::::: ;: TAL:POSTAGE:.P.ROVIDED $ :.Q. ::.;.; MASTERAP.DOC REVISED 9/96 -,,,...., �� 6)D. ; • `� . JUN-03-1997 11:33 r•e s�e-� May 28. 1997 City of Renton, Washington Development Services Division Re: NWC Ranier and SW Harris/Parcel 89 We are under contract with Evergreen Devco, Inc. to sell them our land for consolidation with other adjacent property and development as a drug store. In connection with same, Evergreen Devco, Inc. requires approvals and permits and accordingly,will make various applications to the City of Renton. This letter is our confirmation to the City of Renton that Evergreen Devco, Inc. and/or its agents and representatives are empowered to act in these matters as the authorized representative of the undersigned, being the property owner(s). Thank you. ep Regis Fern Regis r1 Box 803 Renton, WA 98055 • TOTAL P.03 JUN-03-199? 11:33 r•eele3 May 28, 1997 City of Renton, Washington Development Services Division Re: West of NWC SW Harris and Ranier I Parcel 178 ct with Evergreen Devco, Inc. to sell them our land for con olli same, We are under contra and development as a drug store. In connection with other adjacent property Evergreen Devco, Inc.requires approvals and permits and accordingly, will make various applications to the City of Renton. This letter is our confirmation to the City of Renton that Evergreene S aos the Inc. andlouthorized its agents and representatives are empowered to actin these matters owner(s). representative of the undersigned, being the property Thank you, A.H. Rutherford&Sons, Inc. Gerald Rutherfo d president 14423 152 Place SE Renton, WA 98059 JUN-03-1997 17:22 r•e'e'u' P. 01 MAY-29L97 THU 11 :36 2450 5B261567 272 167 4B44 MAY--29—S+7 . TkU s e : 2 7 API P. 0: MIRY-28-I99? ';;32 • May 2a, 1W Oky of Renton, Washington Development Setvioes Oivi;lOrf Re: hrWC Ranier and Sunset/J alcai?9 We ara under OGrdrBol wi$h Ever groin other etnoont ptOperty Ord devolopsrnsrl•a a drug tkw. trio.to soil thorn our land Forcti cowlih some, o e, Evergreen Devee,Jw,�, IrIn spolbviQi$ .peed:3 anp of4Ord!4 in connection an wllh same,poplioa&lons to the City oil'Renton, Y +r►�ko various TiniS lott8r lev o++r oi�firma�tlon a Deny �Rrl i repraspnt m-tI 3e h City Of Hent0h that t va,�erean Davao, Lk;, and/or lta ag n¢e+��tatltoptesQ rnpowereii k a,( in these matt .41 the ■ulhoPixecl ` °n;1gngd belnq the f}raper•!owr►er(1). Thank you: Ford dosoph A,V, Bill i.eaverr� 623510th Avenue S $e►ettle, WA98ioS • TCMCL. P_ac ,TJI� e JUN-03-1997 17:22 P.03iO3 P. 02 MAY-26-1997 15%52 P.02/02 &lay 28, 1997 • • City of Renton, Washington Development Services Division Re: N WC teenier and Sunset t Parcel',t9 We are under contract with Evergreen with otherad10o911t Property a!'Id v6lo e�, Ino.10 soli them our lend for oonsolidaiion �erOthher Davoo t p pment-as a drug score. in connection with applications to the City of requires approvals� 'permits tea ��IY,will matte varioua This letter Is our oangirrration to the City of Renton that Evergreen agents and representatives are empowered sem Ueas the lea and/or f d representative or eeweroa act in three metiers asauthorized undersigned,being the property awneKs). Thank you. Edw;prd Josep ;kV,Bill Le ver 8235 lath Avenue Seattle, WA 98109 • • • 'Fork P. TOTAL P.02 • • TOTAL P.03 • • J UI 1 U•-F J( 1 L••-F.1.1 I LV L(\\] IA.-Y t.VI.. • • • DLVELOP:NJE1JT CQii PANY!.: . ... ... . . . • ...... ......:: ::;:::�an�nu�t�y�?evelop.xi�..t pe .a t�..:.:.... ::::�:::.: ::.::.:�.�:• :: ::�Gxty.of.�t..:n:'c�,:.':.:::. .....::: ....:. . . ... ...' . .. . .:•. • :.. : ...:: 'ro .:..:ses ::l :ru store. . . :.::.• :. NVV : t`i><aier.:and.S:unset : tent n ::`� •stain tau .. :.::. :: :.••: ::: Dear Mr.' P. elk ::::.:: Ie are:: :io osin ':to::develo .:.a dru store at'the north west.corner of Ratnter.and Sunsc. ..'.. ... : ::.- < ::::::::::::: :::.vwithin.t��e.:'�it.;::�f:Retitoia ;::'��Ye::Have h red..7ohnHairu,tort.:...•:v,..::.�.....th.s:F::aent��.d.�..::..:.P::'::...:...... : ..: . . ..... ....::• ... . Y :.:::::.�:::.:�::::.:�: : :: aril;he:is�utl�oixz.�d::to.Vic,.'::�..o::..ag�n.,:.x.... .....:.:. ..Qrt.:.. :.. :.....'.i?;...,.:.•.......,.p-::�::':.:':....:'.:::::'.::::'.::.....:'.:;'.:.::':,:....:............. , :.::: :: .. enlisted. e rofessional:services.of W451iiii ton.Land 1?:esi n:to assist:us.with the:nece'ss. :. :. :::°::.::':::. S t.: fi i .��'.' ..trite., .. .. •• : • • n � . eeri�i�evca, I c . , . .... . •cc: Mr::Jo n IJamil'ton: t }4 ., 727•4.. ,... ;Bo evarr�'°:Suite:.yij;: :Glerida�l `:California: 1 08:e .. 1 i3::2?tb=1: 23 ' : . .. :" �7• p o [y\ ,�•��F 2�0�Cei"Ada u( , �. .... . .. .A�4.{ .....�. ...: '' :.'. . Order No. 866267 LEGAL DESCRIPTION: C THAT PORTION OF THE NORTH 1/2 OF THE SOUTH 1/2 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. , DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY LINE OF STATE HIGHWAY NO. 5 WITH THE SOUTHERLY LINE OF CEDAR RIVER PIPE LINE RAILWAY WHICH POINT OF INTERSECTION IS 2661.62 FEET EAST AND 16.80 FEET NORTH OF THE WEST 1/4 CORNER OF SAID SECTION; THENCE SOUTH 02°18'49" WEST ALONG SAID WESTERLY LINE 180.30 FEET; THENCE NORTH 89°51'11" WEST PARALLEL WITH THE SOUTHERLY LINE OF CEDAR RIVER PIPELINE RAILWAY 162 .79 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89°51'11" WEST PARALLEL WITH SAID SOUTHERLY LINE 85.58 FEET TO A POINT WHICH IS SOUTH 89°51'11" EAST 125. 04 FEET FROM THE EASTERLY LINE OF COUNTY ROAD NO. 80 (91ST AVE. S. AND HARDIE AVE. S.W. ) ; THENCE SOUTH 12°59'49" WEST 192 .57 FEET TO THE NORTHERLY LINE OF LANGSTON COUNTY ROAD (S. 136TH ST. AND S.W. HARRIS PL. ) ; THENCE NORTH 73°49'19" EAST ALONG SAID NORTHERLY LINE 115.20 FEET; THENCE NORTHERLY IN A STRAIGHT LINE 157. 13 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY MARGINAL LINE OF THE SUNSET HIGHWAY, 180. 3 FEET SOUTHERLY FROM THE INTERSECTION OF THE SOUTH BOUNDARY OF THE CEDAR RIVER PIPE LINE OF THE CITY OF SEATTLE WITH THE WESTERLY MARGINAL LINE OF THE SUNSET HIGHWAY (SAID CORNER OR INTERSECTION BEING 2661. 62 FEET EAST AND 16.8 FEET NORTH OF THE WEST 1/4 CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. ; THENCE WESTERLY AND PARALLEL WITH SAID PIPE LINE 373 .4 FEET TO THE EASTERLY MARGIN OF COUNTY ROAD (NOW SHOWN AS 91ST AVE. S. AND HARDIE AVE. S.W. ) ; THENCE FOLLOWING THE EASTERLY MARGIN OF COUNTY ROAD SOUTH 49. 60 FEET; THENCE SOUTH 77°00'll" EAST 120 FEET; THENCE SOUTH 12°59'49" WEST 60 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 12°59'49" WEST 55.30 FEET TO THE NORTHERLY LINE OF S.W. HARRIS PLACE; THENCE NORTH 73°49'19" EAST ALONG SAID NORTHERLY LINE, 10. 00 FEET; THENCE NORTH 12°59'49" EAST TO A POINT ON A LINE THAT BEARS NORTH 73°49'19" EAST FROM SAID TRUE POINT OF BEGINNING; THENCE SOUTH 73°49'19" WEST 10. 00 FEET TO THE TRUE POINT OF BEGINNING; C Page 2 1 , Order No. 866267 TOGETHER WITH THAT PORTION OF VACATED S.W. HARRIS PLACE ADJOINING, WHICH, UPON VACATION, ATTACHED TO SAID PROPERTY BY OPERATION OF LAW; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Page 3 Order No. 866328 - LEGAL DESCRIPTION: THAT PORTION OF THE NORTH 1/2 OF THE SOUTH 1/2 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. , DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY MARGIN OF THE SUNSET HIGHWAY, AS FORMERLY ESTABLISHED, 180.3 FEET SOUTHERLY FROM THE INTERSECTION OF SAID WESTERLY MARGIN WITH THE SOUTHERLY MARGIN OF THE CEDAR RIVER PIPE LINE RIGHT OF WAY (SAID POINT OF INTERSECTION BEING 2661. 62 FEET EAST AND 16.8 FEET NORTH OF THE WEST 1/4 CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. ) AND THE TRUE POINT OF BEGINNING; THENCE NORTH 89°51'11" WEST PARALLEL WIT THE SOUTHERLY LINE OF CEDAR RIVER PIPE LINE RIGHT OF WAY 248.39 FEET, MORE OR LESS, TO A POINT SOUTH 89°51°11" EAST 125.04 FEET OF THE EASTERLY LINE OF THE OLD COUNTY ROAD (91ST AVENUE SOUTH) ; THENCE SOUTH 12°59'49" WEST 192.67 FEET TO THE NORTH LINE OF LANGSTON COUNTY ROAD (SOUTH 136TH STREET) ; THENCE NORTH 73°40'45" EAST ALONG SAID NORTH LINE 245.64 FEET TO A POINT OF CURVE; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 65 FEET A DISTANCE OF 80.3 FEET; THENCE NORTHERLY ALONG THE WESTERLY LINE OF SUNSET HIGHWAY 57 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WESTERLY OF A LINE DRAWN FROM A POINT ON THE NORTH LINE OF SAID TRACT DISTANT 85.58 FEET FROM THE NORTHWEST CORNER, SAID POINT BEING THE NORTHEAST CORNER OF THAT TRACT OF LAND CONVEYED TO A.H. RUTHERFORD BY DEED RECORDED JULY 13, 1953, UNDER RECORDING NO. 4362167, TO A POINT ON THE SOUTHERLY LINE DISTANT 115.20 FEET FROM THE SOUTHWEST CORNER THEREOF, SAID POINT BEING THE SOUTHEAST CORNER OF THAT TRACT OF LAND CONVEYED TO A.H. RUTHERFORD BY DEED RECORDED JULY 13, 1953, UNDER RECORDING NO. 4362167, AND THE TERMINUS OF SAID LINE; AND EXCEPT ANY PORTION THEREOF LYING WITHIN THE RIGHTS OF WAY OF RAINIER AVENUE SOUTH AND S.W. HARRIS PLACE, AS PRESENTLY ESTABLISHED; TOGETHER WITH THAT PORTION, IF ANY, OF THE PORTION OF S.W. HARRIS PLACE VACATED BY CITY OF RENTON ORDINANCE NO. 3204; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Page 2 Order No. 866357 LEGAL DESCRIPTION: ALL OF THAT PORTION OF GOVERNMENT LOTS 10 AND 11 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. , LYING WESTERLY OF THE WEST MARGIN OF PRIMARY STATE HIGHWAY NO. 5, SOUTHERLY OF THE SOUTH MARGIN OF S.W. HARRIS PLACE (MITCHELL ST. ) , NORTHERLY OF THE NORTH MARGIN OF PRIMARY STATE HIGHWAY NO. 2 AND EASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT 388.12 FEET SOUTH AND 15 FEET WEST OF THE INTERSECTION OF THE SOUTH LINE OF THE CEDAR RIVER PIPELINE RIGHT-OF-WAY WITH THE OLD WEST LINE OF THE SUNSET HIGHWAY, SAID POINT BEING ALSO 372 FEET SOUTH AND 6.2 FEET EAST OF THE CENTER OF SAID SECTION 18; THENCE SOUTH 0.2°13'00" WEST 38 FEET; THENCE SOUTH 74°50/00N WEST 84 FEET, MORE OR LESS, TO THE MOST EASTERLY CORNER OF A TRACT OF LAND CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 2740594; THENCE WESTERLY ALONG THE SAID NORTH LINE OF STATE ROAD NO. 2 ON A CURVE TO THE RIGHT WITH A RADIUS OF 90.5 FEET, A DISTANCE OF 25 FEET; THENCE CONTINUING ON SAID NORTH LINE ON A CURVE TO THE LEFT WITH A RADIUS OF 1005 FEET, A DISTANCE OF 143 FEET TO THE TRUE POINT OF BEGINNING OF SAID LIMITING LINE; THENCE NORTHERLY TO A POINT ON THE SOUTH LINE OF S.W. HARRIS PLACE (MITCHELL ST. ) , SAID POINT BEING THE NORTHEAST CORNER OF A TRACT OF LAND CONVEYED TO VINCENT D. MILLER, BY DEED RECORDED UNDER RECORDING NO. 3034392, SAID CORNER BEING ON THE NORTHWESTERLY LINE OF A TRACT OF LAND CONVEYED TO ROLLAND R. MITCHELL, BY DEED RECORDED UNDER RECORDING NO. 2668821, AND THE TERMINUS OF SAID LINE; TOGETHER WITH THAT PORTION OF VACATED S.W. HARRIS PLACE ADJOINING, WHICH, UPON VACATION, ATTACHED TO SAID PROPERTY BY OPERATION OF LAW, PURSUANT TO CITY OF RENTON ORDINANCE NO. 3204 RECORDED UNDER RECORDING NO. 7803270680; EXCEPT ANY PORTION-THEREOF, LYING WESTERLY OF A LINE AS DESCRIBED UNDER INSTRUMENT RECORDED JANUARY 21, 1983 UNDER RECORDING NO. 8301210412; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON BY DEED RECORDED MARCH 19, 1984 UNDER RECORDING NO. 8403190498; SITUATE IN THE CITY OF RENTON, COUNTY OF RING, STATE OF WASHINGTON. Page 2 PROPOSED DRUG STORE RAINIER AVENUE SOUTH & S.W. SUNSET BOULEVARD RENTON, WASHINGTON SITE PLAN APPROVAL & ENVIRONMENTAL REVIEW MATERIALS JUN 0 4 1997 DEVELvr-roicN I PLANNING CITY OF RENTON Washington Land Design Planning& Engineering 10700 Meridian Avenue North,Suite 503 Seattle, Washington 98133 (206)365-9510 FAX:(206)365-0225 May 30, 1997, Site Plan Approval Checklist The following summarizes materials provided as requested in the "Submittal Requirements for Site Plan Approval" checklist provided by the City of Renton: 1. Master Application: 11 copies included with the submittal (unbound). 2. Environmental Checklist: See SEPA Checklist section of bound submittal. 3. Mailing Labels: One set of mailing labels provided with submittal (unbound). 4. List of current property ownership: Two notarized copies as obtained from King County Assessor's Office through the title insurance company, provided with this submittal (unbound). 5. Legal documents: There are no restrictive documents or deeds to the City for any reserve strips associates with this project. Easements will be provided for storm drainage and water facilities on-site. These easements will be recorded based on "As-Built" conditions following construction. 6. Fees: A check from Washington Land Design was provided with this submittal to pay for all fees associated with this submittal. 7. Project Narrative: See Narratives section of bound submittal. 8. Construction mitigation description: See Narratives section of bound submittal. 9. Neighborhood detail map: An 8�/2"x11" map is included under Maps in the bound submittal. Eleven additional full size copies are included with this submittal. 10. Site Plan: An 8'"x11" copy of the Site Plan is included under Site Plans section of the bound submittal. Eleven additional full size plans are included with this submittal. An 8%2"xl 1" copy of the existing topographic survey is included in the Site Plans section of the bound report, and eleven additional full size copies are included with this submittal. 11. Grading Plan: An 8'"xl 1" copy of the Grading Plan is included under Site Plans section of the bound submittal. Eleven additional full size plans are included with this submittal. An 8�/2"x11" copy of the Grading Plan is included in the Site Plans section of the bound report, and eleven additional full size copies are included with this submittal. 12. Generalized Utilities Plan: An 8'/2"xl 1" copy of the Generalized Utilities Plan is included under Site Plans section of the bound submittal. Eleven additional full size plans are included with this submittal. An 81/2"xl 1" copy of the Generalized Utilities Plan is included in the Site Plans section of the bound report, and eleven additional full size copies are included with this submittal. 13. Drainage Plan: Preliminary drainage information is included on the Grading and Drainage Plan. See #11 above. 14. Drainage Report: A copy of the Preliminary Storm Drainage Report is included under the Storm Drainage section of the bound submittal. 15. Geotechnical Report: A copy of the Geotechnical Report is included under the Soils Report section of the bound submittal. 16. Landscaping Plan: The existing site contains no landscaping. An 8'/2"x11" copy of the Preliminary Landscape Plan is included under the Site Plans section of the bound submittal. Eleven additional full size copies of the Landscape Plan are included with this submittal. 17. Architectural Elevations: An 8�/2"x11" copy of the Architectural Elevations is included under the Site Plans section of the bound submittal. Eleven additional copies of the architectural elevations are included with this submittal. Please note that these elevations incorporate a parapet wall around the roof to screen rooftop mechanical units. 18. Floor Plans: An 81/2"x11" copy of the building floor plan is included under the Site Plans section of the bound submittal. Eleven additional full size copies of the floor plan are included with this submittal. 19. Tree Cutting/Land Clearing Plan: No existing on-site trees or landscaping are present on the project site. 20. Plan Reductions: One 81/2"x11" reduction of each of the plan sheets is included under the Site Plans section of the bound submittal (the Neighborhood Map is located under the Maps section of the bound submittal). A 4"x6" reduction of the Neighborhood Detail Map is included with this submittal (unbound). 21. Colored Display Maps: One colored copy of each of the following plans is included with this submittal: I_. Neighborhood Detail Map Site Plan Landscaping Plan Elevations 22. Rezone and Conditional Use Justification are not required with this application. n- DROJECT SITE S 2nd ST . 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'a' ?u I 1 I p �:;.; .i (?7'�n� 7--I' „'° iy„r'J 1_. ,_ .1..,•.s.\ I B F• '' *,r 40.22 Acres .4 -:2� "A ' ', I^W NNN H E K+ lO'r.-�-r• -`�i4ri!L �2S y_ TH ,, P !.,[yA :\ \� ,`,`',\ _,. 13 I d.i .t ''' 48191.i G® /f '.7 l �..,� / .'T'. 6i i.�Y'A'Y erx.cra`�`� "'```!_ '� a �• ``�, " yti 7f1A,, r Sri- i t 1�? ri r - d r 9/� .V! i i•�'•i-4 '1"d -r r • q, „ .yT3 _ "p.' _;Y'•.. Q r p i I k.c 1?ti" '�` ,s y~ i F At .• ' �'�a ri -F� • cr\ •• '--, n, ;TM Q w ., L fC■_..._ A I ' t f • •s �y� ash, �yl M,i R`7r s x r \¢ , \�`, m.s �iT,-, S. 5TH a� 4c • - '. �7` ITN,cr. �.��y�,,. r a. - sc'"" �- �'". • :'� .,:., ° -r itgl.1'_iPHs.. �� 1: �P.i - ' nGy O= io i; i .w.4.. `,.^- is O NC"' e _ .` v9\ .\. , y e^" � fr., 4 0 1 of =to . +'fpse f • / Vq 2, c.v.`�4a1 0 '''. �a _ c a ' 2 '+r,. •b' --9v-N.p.'�lu a,..,_ o "y^n v /� w A 1 \\... • ,\``�' c.a;i:oo."c`' ..,��--vim ` r�LL� uL3 DL-' I.:m _ �mO} - '�Ct•4, -! ` 6Y i n - Z f,{{�-f _w yg O m a ",,„,, /i''nYy.t6,.- ,•;�.,1. ;i . W a/"� ` ;_`2: G_®•! m ®--1 a ®N 'rE h '_ i 'V- •<,; 6 ♦ c ! o cy,u 'n` _ O ® u® ` pay , . _� !:'it- -° VI• q ` `�r.f +O•!. '"1� D2 (y_ ee.msF_,, 45°- aI I „- •'i 3 i V r '. ', •. e,it �+. ,-e'3- h. '' 1 F �. 7 ire -®� em B O .I ('$ e _ %. Fi �� • �I' ..A. ..K \, r e h 2y.EC- a�II.I, �i f .rn e i' i_. o..,6011 l0'�+�_ �. I' .-a te/ .. ....n-uN°,...i tit vaeI .aa .« .S BTH e« I� `•C1 : a a.P 7• NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: WJRGashington Land Design PROPOSED DRUG STORE - DRAWN BY: 5/21/97 Planning&Engineering • DC PROJECT NO. 10700Malotan Avenue N.,Sf!lte503 RAINIER AVE S AND SW SUNSET BLVD NEIGHBORHOOD DETAIL MAP PC-0 CHECKED BY: Sea*,WA96133 t OJT 977511 R06)365-9510 FAX:(206)36.5-Dn5 RENTON,WASHINGTON Narratives • • • • • d Proposed Drug Store Rainier Avenue South & S.W. Sunset Boulevard Proposed Development: The proposed project is the redevelopment of an existing abandoned motorcycle showroom and maintenance facility and portion of former City right-of-way. Two existing buildings and an advertising billboard will be demolished as part of this redevelopment. A new 14,000 SF drug store with landscaping, parking, and utility facilities necessary to support this store will be constructed. Project Location: The project is located at the northwest corner of the intersection of Rainier Avenue South and S.W. Sunset Boulevard. Site Area: The project site is a portion of an assembly of several smaller parcels. The project area includes approximately 68,300 square feet. Building Data: Approx. Floor Area Max. Bldg. Height Construction Type Sprinklered Drug Store 14,000 sf 30' V-N Yes Zoning: Commercial -Arterial. Comprehensive Plan Designation: P g Employment Area - Commercial. Site Access: The proposed project access will beprovided via driveways on Rainier Avenue South, S.W. P p Y Sunset Boulevard, and via S.W. Harris Place. Utilities: Existing water, sanitary sewer, storm drainage, electric power, natural gas, and telephone services are in place within the site and along the project site frontages. Utilities within S.W. Harris Place will be re-routed as necessary to accommodate the proposed redevelopment. Stormwater Management: The project site is approximately 95% covered with impervious areas, such as existing buildings and parking lots. The proposed development would not increase the total impervious surface coverage. Water quality enhancement for this project will be provided in accordance with the 1990 King County Surface Water Manual, as adopted by the City of Renton. I Proposed Drug Store Rainier Avenue South & S.W. Sunset Boulevard Construction Mitigation Narrative Proposed Schedule: Existing building demolition to begin in August, 1997. Begin construction in August, 1997. Construction complete February, 1998 Hours of Operation: The construction activities are anticipated to begin at 7:00 AM and last until 4:30 PM. It may be necessary to perform construction work at other hours as necessary to accommodate weather conditions and the project schedule. Proposed Hauling Routes: Construction traffic will utilize S.W. Harris Place and Rainier Avenue South. Traffic Control Measures: Construction traffic will not utilize S.W. Sunset Boulevard or Rainier Avenue South for site access during peak hours. Erosion Control Measures: Erosion control measures will be implemented prior to the onset of construction activities. These measures will be designed in accordance with the Best Management Practices described in the Stormwater Management Manual for the Puget Sound Basin, published by the Department of Ecology. The project site will be sprinkled with water as necessary to control dust during earthwork operations. 11111111111111.1. SEPA Checklist • • • _ r ENVIRONMENTAL CHECKLIST City of Renton A. BACKGROUND 1. Name of proposed project, if applicable: Proposed Drug Store Rainier Avenue South&S.W. Sunset Boulevard 2. Name, address and phone number of applicant: Evergreen-Rainier, Limited Partnership 1300 E. Missouri, Suite A-200 Phoenix,Arizona 85014 (602)263-8116 3. Name, address and phone number of contact person: Washington Land Design Joe Geivett 10700 Meridian Avenue North, suite 503 Seattle, Washington 98133 (206)365-9510 4. Date Checklist prepared: May 21, 1997 5. Department requesting checklist: City of Renton, Development Services Division 6. Proposed timing or schedule (including phasing, if applicable): Construction start: October, 1997 Project Completion: May, 1998(Approximately six months after start) 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. None at this time. • ENVIRONMENTAL CHECKLIST - PAGE 1 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, dated May 16, 1997, was prepared by Washington Land Design. Project site Geotechnical Engineering Evaluation has been prepared by Giles Engineering, see I attached. Topographic and Boundary Surveys have been prepared by Penhallegon&Associates, see attached. Hydrocarbon Contaminated Soil Remediation Report, dated February 20, 1997, by Webster's, Inc. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes explain. Right-of-Way Vacation, City of Renton. 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 review and approval of site construction permit. City of Renton Right-of-Way Vacation of S.W. Harris Place. 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 subject project proposes to redevelop this 1.6 acre site to develop a 14,000 SF drug store with two-bay drive-thru pharmacy,parking, drainage, and utility improvements necessary to support this use. The proposal includes vacation of a portion of S.W. Harris Place, and relocation of on-site utilities and storm drainage features to accommodate the development. 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 the northwest corner of the intersection of Rainier Avenue South and S.W. Sunset Boulevard. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (underline one): Flat, rolling, hilly, steep slopes, mountainous, other ENVIRONMENTAL CHECKLIST - PAGE 2 b. What is the steepest slope on the site (approximate percent slope?) The steepest slope is approximately 20% over limited areas. There is a rockery retaining wall on the western boundary, with a slope greater than 1:1. The average slope across the site is about 3%. 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 near surface soils on the project site generally consist of loose to medium sand and gravel with varying silt content(former fill material). Please see attached soils report for further clarification. Y g P d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximately 1,750 cubic yards import fill will be used to raise the proposed site grades. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe? The majority of the project site has been previously paved. Therefore, significant erosion is not anticipated. However, temporary erosion and siltation controls measures will be implemented to minimize short term construction impacts. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 85%. PP Y 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. Dust and vehicle emissions during construction. Vehicle emissions after construction. 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. ENVIRONMENTAL CHECKLIST - PAGE 3 3. Water a. Surface. 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. No. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. N/A 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. N/A ENVIRONMENTAL CHECKLIST - PAGE 4 c. Water Runoff(including stormwater). 1. Describe the source of runoff(including stormwater) 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. Onsite stormwater runoff from the paved surfaces will be collected and transported via a system of curb,gutter, catch basins and underground storm drainage pipe. Runoff from newly paved areas subject to vehicular traffic will be treated by an on-site biofiltration swale constructed as part of this development. This onsite runoff will be discharged into the S.W. Sunset Boulevard public storm drainage system. 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: An approved biofiltration swale will provide water quality enhancement of onsite stormwater runoff. 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/brush grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other other water plants: water lily, eelgrass, milfoil, other types of vegetation b. What kind and amount of vegetation will be removed or altered? The majority of the project site has been previously paved. The remaining portion of the site will be stripped of existing vegetation as part of the proposed construction. 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: The project site will be landscaped in accordance with City of Renton requirements. This landscaping includes landscaping buffers along Rainier Avenue South and S.W. Sunset Boulevard and interior parking lot landscaping. ENVIRONMENTAL CHECKLIST - PAGE 5 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver,other: fish: bass, salmon,trout, herring, shellfish, other: 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 4.d. 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 will be utilized to support the proposed development(lighting, displays, HVAC, etc.) Natural Gas will be utilized for Heating System. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included_in_the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The building will be designed to meet the Washington State Energy Code. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No. 1. Describe special emergency services that might be required. None. ENVIRONMENTAL CHECKLIST - PAGE 6 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 should not affect the proposed redevelopment. 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. 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 zoning 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 project site is currently developed primarily as a motorcycle showroom and maintenance facility. The adjacent properties are a mixture of office and commercial uses. b. Has the site been used for agriculture? If so, describe. Not to our knowledge. c. Describe any structures on the site. There are two buildings and an advertising billboard located on-site. The buildings are 1970's vintage concrete masonry block buildings utilized for motorcycle display and repair. d. Will any structures be demolished? If so, what? Yes. All on-site structures will be completely demolished to accommodate the proposal. e. What is the current zoning classification of the site? Commercial Arterial. f. What is the current comprehensive plan designation of the site? li Employment Area-Commercial ENVIRONMENTAL CHECKLIST - PAGE 7 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 150 people would be employed during construction. Approximately 25 full-time people will be employed by the Drug Store. j. Approximately how many people would reside or work in the completed area? See 8(i)above. k. Proposed measures to avoid or reduce displacement impacts, if any: No displacement is anticipated with this project. I. 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: N/A 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? Building is approximately 30 feet tall constructed of masonry"dryvit"exterior. ENVIRONMENTAL CHECKLIST - PAGE 8 b. What views in the immediate vicinity would be altered or obstructed? No territorial, water or mountain views would be impacted. Site would be enhanced with landscaping and a new building. c. Proposed measures to reduce or control aesthetic impacts, if any: The project site will be landscaped in accordance with City of Renton requirements. This landscaping includes planted buffers along frontages and interior parking lot landscaping. 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 parking lot will be designed to provide a safe level of lighting. c. What existing off-site sources of light or glare may affect your proposal? Lighting on Rainier Avenue South and S.W. Sunset Boulevard will not affect this proposal. 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. Light fixtures and pole spacing 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? Sidewalks are present along project frontage. 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. ENVIRONMENTAL CHECKLIST - PAGE 9 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. The project site is accessed via Rainier Avenue South, S.W. Sunset Boulevard, and S.W. Harris Place. b. Is site currently served by the public transit? If not, what is the approximate distance to the nearest transit stop? Transit service is presently provided along Rainier Avenue South and S.W. Sunset Boulevard. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project would provide approximately 62 parking spaces. There would be no net loss of parking with the proposal d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No. e. Will the project use (or occur in the immediate vicinity of)water, rail, or air transportation? If so, generally describe. No 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. For the drugstore, approximately 475 vehicular round trips per day according to the Institute of Traffic Engineers(ITE)trip generation rate for a "discount store"of this size(70.13 one way trips per 1,000 square feet per day.) Traffic volumes are anticipated to be relatively steady throughout the day, as this use is unlike a fast food restaurant or bank which typically have "spikes"at noon and 5:00 p.m., respectively. The busiest time of the day should be late afternoon corresponding with "going home"traffic. g. Proposed measures to reduce or control transportation impacts, if any: None. Project has a Metro bus stop on S.W. Sunset Boulevard frontage. ENVIRONMENTAL CHECKLIST - PAGE 10 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 will require police and fire protection. However, the number of calls is not predictable. b. Proposed measures to reduce or control direct impacts on public services, if any. The project will be adequately illuminated. Project will be equipped with automatic fire sprinkler system. 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 project proposes to relocate an existing public sanitary sewermain from S.W. Harris Place to connect to S.W. Sunset Boulevard along the west edge of the property. Water, sanitary sewer, natural gas, underground power,and telephone would all be installed to service the proposal All utilities are available on project frontages. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the City is relying on them to make its decision. Signature: Date Submitted: b/Z/cr/ ENVIRONMENTAL CHECKLIST - PAGE 11 I cI 1".. p I9 .s E i I N. I II , NEWCCNaKTE C' .:,>.wu.,,,+,: N RET01Ct8G w,01, 1 EL PROPERTY IPNE = _ : ( 1-nu+.x«..il.r..,a. - ._ '- R +.__:-« : :J•C_ -r..r'•_ "u'J;;.�Li%G:'6I!/!4 _ __ <. '1�'�yf ^ ..=•. -..r :,,'CALL,:i!✓..,,.,,./.i,!'�Y i'� 66 �__ —.__ -._-_ • -_... - - _ mot'o_.—_ p 1 �..it f _ I If11'' h f r7 ` • ..f 4- {1 91E ACCESS SITE TOTAL u N ARE sawoASF ;I.r• $ I '-. ?:i i s 1 I BUILDING SQUARE FOOTAGE ;# • .a�.,e — IT'S i '. ".-- ------------------- -------- j DRUGSTORE -1F.000 SF T ! , / cu, DIMING WADYCS -15.200 SF / (i0 BE DEYOIJSIIED) 'tail 1 I �:1'O, / (LET INCREASE --1,200 SF 1 < ur: D 1 �pI' - ,nR- ll 1.yDal I ' ,I;li,1, LY ,_—u ,, .. I" q { LOT COVERAGE ^t•: I ) 7 PROPOSED B'JNaNG COVERAGE =2059 :;. 7,--.-- _ !1W0 LONE DRIVE I d rj—_<\ 2 r �JPARKING aETO RED •50 SPACES ':':! / -,1' - ; ( 1 STANDARD STALLS -59 SPACES ^' OOFFpp :I ,,. COUPALT STALLS -0 SPACES :t,.5,K CARRACE FAO. RE HANDICAPPED AWINGMIS •1 SPAS ;/; (:F�` „ter-,.N 'S ;4 •'., ii 5•:- --: i�' � E!j • r01A1.PROFCr PAWING .62 SPREES ,,.. f,` �•\<_ '% •, - 1 "u STANDARD STILL DIENSCN-9'a 19' .;x: GF#UG STORE •},; IyS�..x.' �:/ I� _ (PLUS 2'OKINANG) u' Q; )j"" 2 iC60 1RUCUCNN TYYPPE•v-x C I•' LANDSCAPING {i'!='' Jt ;1 ;IIWIPM'CY•RETAE �)_ _ %le' -� _ _rw i I7 PA1w1YG LDr AREA -20,Bo0 SF .':':'': L: '%1 :BULLpUIG IY]37. •JO• 1i — N (EznuQNc HDGS.mEwA11(5 r'' .ti EK'&mGJIC JO E 1;!`,i:, .- _ +,r r I .! MD PERIMETER BUFFERS) i .a-z-0..>.3:<:'u.',:'r.'•..., BE DEN '!.j - I i; I: g 1':, NIERIOR PI06I5G LO1 LANDSCANNG 2.100 Si' ;,.�,1••..i:�,.L__...._ _:� ''` 1��` .t, Ii ;I : c. OTHER LAxDSCARIu 502 Sr i:._...... - ' 75' PARING LOT LANDSCAPE KENT SAY ,L''i',4 �_.}- �� II _1 PARKING L01 LAHDSCMNC PROPOSED IQOY 11 —1,PROPOSW 5'menu( TOTAL LANDSCARNG n.115 SF , ( + -FY'SWHAAlNS PL , - i^_ r �I1T FORMER SW HMPoS Ft. TOTAL LANDSCAPING COVERAGE 1959 - 3 R.O.W.TO o- , p 74;', - 1 VACAIED"1MNOUa1 - nl 1 ,. 1 j 1 BUILDING HEIGHT t,,` V .,r --fi) PROECr 91E 1l,• ..--' .,k g- .w.;"N.Im,i� / � f I AuowAD E O A DYG NGwT .so FT. eN l: :�J.' -7' YANN ENTRIlTCfl' w f I' r I,. 1 i D 1 i'i PROPOSED WONG FOCHT -.10 FT. ;- -.. .L ,R.-r ,-.;t I' -' • SETBACKS .:__;::r ^j i.: r-_ —, — `L p�_s ', i ,R'^ y1 a: l: d b REQ nRED SETBACKS lni^' 'r-;.`_ �' ' • .. - .N T �,. ,. r,. ,? it I, MN. NG SETB( :10 ft. -..'_t - , .,,..,;: z:='s.:;na v- P / •/ Z`'V' `-'' . +' SIGNAGE Hpi1?pt_ ' II C T.' - lo' / I PER an OF MEN CODE S - 'P.,. i 1F<=EX Bu1m5G TO LANDSCAPING(TIP) ft°, / .i I 1 1�, NOTES r,.v.. -`'' T.. I BE OEUW5HE0 / 1 I I ji • __ c (, , ,� •:/:!I/, 13 I I. SEE SHEET PC-),FAAOINC AND DRAYAGE PLAN n,'c .,.:p.-:,:.^•r,.'c;%%»%T , i POLE SIGN WM MANUAL FOR PROPOSED La1iWRS m<v 1 we i YFttus BOAFID n F. j{� ,, �,: I F 2. PARKING STALLS ARE 20 FEET LONG WTI 2 FEET ),'�;.::). s{',•,• 'A ..,;: _ / r' 11 l' 1' + AS LANDSCAPE OR SIDNAIX OVERHANG. 'I 10 RF Afro SALES K '..� z�! , ' t• 'II D I To flFAAN ~ _ -- — 5 ... �2v"✓1<!: __ ` GRAPHIC SCALE � `ram ,rt3r 1 � µ <._ !I N • 1 2' _= F.F - _ -_:-:.c TOP - __-., c:>__�:c`i-CT1•"'�Q..�Er151YC wp -_ -_•>. ..- _ A4S - t zx. a= i� / .,,,,yr ... 9Aa$SS:-r_'_- - ._..._ 9GNA1 D rime w 1n arn� _ NSET ,=... • -. NO. DATE BY REVSION DESCRIPTION DESIGNED BY: ISSUE DATE: Washington Land Design PROPOSED DRUG STORE DRAWN BY: 5/21/97 Planning&Engineering DC PROJECT NO. 10700 Meridian Avenue N Suite 503 RAINIER AVE S AND SW SUNSET BLVD SITE PLAN PC-1 CRECHE()BY: Seattle,WA 98133 Da 971511 (20 61 3 65 9510 FAX:(20 61 365-0225 RENTON,WASHINGTON , s. .._ • • s I I • .!t•.: $ ‘ i I ! i i. 1 I (i MNCRE11 ..s.--,.....---;,"...-..-....*„:,:.j, 7PE_IC.Itows oxis.uscro NIA .\ RITANING WAII.,::---:::',1:7::-..;,"/....";:..- ----:.--..---7,, , l.e2,, 1 . .,&.11,.... , ,•••-• k I I 154 ; I """ I..,.'",-,r.-r-.4`_".-r-'""rI"'"•:""- - - - --9...c "P 1 i If!;•.7,-,..."-- - ,.. 1/* ' - ' 1 ii '4 Ng •••: 1 ; am..—_____ , •• 1 if TYPE 1 a3 • Ai'r'l ' -P- ii:=3):11 41 ..' ..---, ", ..›.` ; ; AtI I ..tri ..' • ' I '',... 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EX WI Avs' • '6.6 -i. ' - ‘...„- 35.2_,..____L,_.,.2,-,-..4-,----,--=-,=--=--c.-- ,r - •T'If.:su 30t6s,,,,,,VA, (II st MI I -----'---- —s.7---—— I is.s•ea A. 1 - .--- . 'tl'-'- --—----.='''''-.----'''-'-- - ------'-'-------'----5-...i'-'-- lit s' '' i sas.,..x.ss i 9 - I,f4 NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE 'I..,‘.IL IN Washington Land Design V. MT .PROPOSED DRUG STORE PRELIMINARY . Planning&Engineering ( 4 is 4, 41:DC PRO in JECT NO. • ' 47 Imo hieficom kent.e AL,s4ite so RAINIER AVE S.AND SW SUNSET BLVD GRADING AND DRAINAGE PLAN PC-2 . _ CHECKED By: 14ta )'" Seattle,WA 98133 c:. RENTON,WASHINGTON sliG 971511 hs.s.s.‘ (206)365-9510 FAX:(206)365-0225 1 ems nu 7.. 1 ' . ' ........ . ...... ... _. • EXIS11NG LEGEND:cu,RL;DRAINAGE PROPOSED LEGEND:sT . , TO SANITARY SEWER PPE , 1 . -0----- GAS 17;47.1/771.1 I i .%.• • \ 11 i iI to3P PDXR(BURIED) ----SS---• SANITARY SEWER 0 GAS METER \ ' 1 1 , ---W-- WATER FORE HYDRANT mANHOLE COTG CLEAN OUT 10 GRADE - I -------..-- ist.444.10,4....u.avaze..a....L2:42. •4.,,,,,,,,,,,41.4 P P. T.C. POWER POLE i--- ____ . . . -,wm . .-- "I'L'AT' m m.• ...= .... \F'1, ' i I 1 TELEPHONE CABINET OMR DETER i r . ' i 1 EX cONTOTHA(PER SURVEY) II! FIRE HYDRANT 11.OA a. GATE AROSE r ? . r I E E ---..' 1-'------..."T"--....... 1CONNE. CT TO BE 6"DI WATER I ;y 7---1-1 • T I 2 1-6'A 8 TAPPING TEE 1-8'GATE VALVE i 1 1 143::: 61 . FH 1-45.BEND L;jzi .s .---. 1----%RUST BLOCK .1 -/* i ' I . A I -?1. • GAS METER.-•. A -.9. m ...........___ ' FIRE HYDRANT=/ ., 1 I ,, ----•--.7 t ; - , 1 1 1 I I i f . ON FACE OF BUILDING k.1, ' I,,.:,, ;1 . 1 11 'tt;;•7:tf-g< NOTES: I I •.. f d y :4 1..A-58 to DRUG STORE 1 i 1.CH-SHE WAITER MAINS 10 BE LOCATED N • 15 FOOT EASEMENT TO BE RECORDED BRIGARCAT DEDUCT METER - 6.FIRE LINE 14000 SF .., 11; ; -..-= AFTER CONSIRUCTICW. CRISTRUCT1ON TYPE=V-N -L g 1 i Ag DOMESTIC WATERS • -1.5'DOM. OCCUPANCY=RETAIL .1 WATER BUILDING NEDDIT=30' 1 ..1.; • -Oi # 2.CA-411 SANITARY SEDER TO BE LOCATED FF=38.0 • •' RELOCATE EX --L.'''. 2! t I II ;;11.3.e I...:, BRE HYDRANT _,....--- ., , I,• ,1 ,,,..., IN 15 FOOT EASBIENT TOTE RECORDED AFTER CONSTRUCTION. . ,L.0... JA:1111111111111111 I ELECNICAL ENTRY II --'-- -..,,,, TETEPHCNE ENTRY L.......L=a-AL'.- tr-L. _.:„„.„ •1'I 111 11 .L.• i li; II, t...--.."- .--FH- ;L./ . g.-44 11 N• \ FIRE HYDRANT H ,..,c-, ,_ ASSEMBLY(110')---,-5_ *, S ---,-"-.'- ---,...---- L .4 5•• 12- 1 $! II :11 P,..1•• FH \ "11;111' ' z i, '' 11, '''. /I fri m N ' \ GO/ CC -STE 4. L. . 1 I .1 :co i UTTUTIES TO ."..,'LMRTS,41C.13110ER6------ ----- ;i BE RELOCATE/:.St ', ,I I !i 11 —,.. ! ••1..'•',1 \ " 1 --'''',2?-;.--"•,-- ..--,-,::•=- . ..,:-••;',' .4, ,:'',• .-':',.!'' -.' . -• 0• 1.,.... ••-A 1 "'"--.,- -----2:•'.'_ - -r i, 1 !, ..,..., ..........„,--- .A I 1 . • ,:* ^ / 1 ° i; \\ t RIM=38.0i . Hi V ; 1 L1 i I i il 8'WATER TO CONNECT ID i. 1 I I trs TO ETC 6'WATER N A. '1 HARDIE ARE S. ' mm• 4.- /...; 1 t ' \ I - ;-,'..r1-'za '-'7.--7- -------------"--EviiiieEr BLVD. _i _—..--— ------------ C—-----_ il 0 •1 . ii: ..--. • • -,.,...3....-:-----.----- . ,,_-_-.13_,: tr...-E.42,,,J___..._ •I',::: ,. _____-_-_,,,...,...,-....----,,,,--,..-__. .P.,'?";'...=:. GRAPHIC SCALE r .,-1.....i ';.-- :1'..2...3,1,. ,I, . • • • • 01.0 120 '-g 1.1%,..... CONNECT To a sito07.L'cl;----\ ''''' '''--'----'''''''' -"--------- ----'----------'------i'''.7-:1 ...., _ _ _ OCR .., • .,..,,-.6 IL re 11.1.6 MI = 11 1•1 in MI 1•1 =NM 1•1•1 IC 12....301. 1E 12.10,1 RIM=.14.60 ,r•'--- . -.-------=',"--- :1.•;ft:P.; . 6 IE=291 ...,,,., .,......,---4 us -.. t1'...P.Altsr• I toe0-PO 11. .. : 11-3at .1;.•E..313 :S . -.-" --•="---'''';;;;;;;-- i •: g ;0 NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: Washington Land Design g _ W21 NT DRAWN BY: /97 Planning&Engineering PROPOSED DRUG STORE 'LI Y• Dc . PROJECT NO. 10700 likricrun Avenue N.,Suite 503 RAINIER AVE S.AND SW SUNSET BLVD UTILITY PLAN PC-3 ‘j CHECKED BY: SC 971511 Seattle,WA 96133 (206)365-9510 FA*am)las-,,,,s , RENTON, WASHINGTON 1 . • • .. i ,'2 :en4:..ee 4ee•rree441ink 1:.t NE,•n.f t .n . :-2 4 rrs..... .:" i1.TE'i I.... .f'` N _ 1 PLANT SCHEDULE - SYMBOL BOTANICAL/CCMUON NAME SIZE/CONDITION /: k.;:.r. " I FRA%INUS PENNSYLVANICA'URBANITE'/ 2-1/2'CAL,12'-14'HT.,B813 _ I « I r,• i� ,,p 'URBANITE'ASH �' ••g.,. •�s••',Y G.� SPECIMENS, AND MATCHED .�>::i 11. s'-ii W.,• p-.. :::c�'/I/r��'/, SPECIMENS,BRANCHED BETWEEN 5'-6' ' e' ., :: 1•f'+t y':•`J i:• i //� UOJIDAY6Afl STI900FLOA/ 2-1/2 CAL,12'-le TUT..889, s�{;`.t. Ay - ♦ %' SWEETGUY WELL-BRANCHED MID MATCHED ' P$ 1 0 010 SPECIMENS,BRANCHED BE1WffN 5'-6'. . -J4YzL L?� a 4 �'� P1Ct. CEA('1DIPHtllUY JAPC/ICUY/ 2'CAL,MIN.10'HT..BBR,SELECT FDR •,,. 6 �,/ / Ic:n KATSURA COWYNAR GROWTH HABIT,UPWARD �, ti it 4 �T ARCHING BRANCHING • s1. 0 �'I !�!.;••a PRUNUS LAUROCERASUS'0TT0 LUMEN' 15'-TB'HT.&SPR.,36'OC. r .a �4 -• OTTO LUMEN LAUREL TRIANGULAR SPACING,BM ON CONT. I. S ! 6I I60'13.4 vi 99 ARBUTUS UNEDO/ 24'-30'HT.&SPR.,5 GAL CONT. eY ``" I DRUG STORE �' SIRAWBCRRY TREE •� • 14.000 SF S: Q /rj EUONriUS ADATA'COMPACTA' 30'-36"HT.8 SPR.,BM OR CONT. P : .1.-;',:.,,1 CONSTRUCTION TYPE=V-N 'r A., �� pp / k.1-,--. OCCUPANCY=RETAIL �' a COMPACT WNGED EUONT11U5 H "_`• BUILDING HEIGHT=30' `.�1 �. -II ' �7-•,'.` FF=36.0 1; 1 fff y Z V C9 VIBURNUM PUCATUY/ 30,36'HT.,SPR.BM. TOMENTOSUM BLEFLE VIBURNUM pppptttt V VIBURNUM TINOS'SPRING BOUOUEY 24'-30"HT.AND SPR,888.FULL -�� - ` /; \' IAURSTINUS / AND DENSE TO BASE 04'-0'O C 'S,� `,,5.5 •i ,'II COTONEASTER LACTEUS/ SPACING PANNEY COTONEASTER 36'HT.AND SPR,BBB.FULL AND DENSE TO ti v. t�' 1' BASE 04-0'O.C.SPACING. t. l � I iSj y_.'•. ' %fY, COTONEASiER DANMEAI/ 4'CONT.0 JO'O.C.TRIANGULAR J' y E�9'�. c �•r/ BEARBERRY COTCPNEASTER SPACING. ROUGH GRASS/E2040H COIIIRO.SEEDING fay;-.:- li ,•'4 : >-•;„` ..,-: - `:., I''VS;1 ;,.:.: HmERlau ca YaNuu :At:4 C%'Z` :°I.:€I ST.JOHNWORT / S'CINi.0 30"OC.TRIANGULAR A':}1 �,f \,. SPACING. VAN 0# - .. t 4': 1 17,z1.4Z Ole, • /#.t J �•�� liter,, 44,$•1• ,s T, fire, %/i..` %//%�S7r/ 1 �I 01 • p`t } GRAPHIC SCALE /A / we ee 1e0 :L ' t_es`S.W.SUNSETBLVD. r— 9 .MMt t 1 Y NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE Washington Land Design PROPOSED DRUG STORE DRAWN BY: 5/20/97 Planning&Engineering u BF PROJECT NO. 10700A9aridia',AmuseN.,Suite 503 RAINIER AVE S.AND S.W.SUNSET BLVD PRELIMINARY LANDSCAPE PLAN L-1 1 CHECKED BY: Seat*WA98133 0 -NG 971511 a061 363-9510 FAX Roy)365-0225 RENTON,WASHINGTON -— - • ; i • ' Ci) • •c--) 0 "Y ,.... t I . . . ...- .„ --,--- - G . . ... ,. ...--•...•., !...1.7;. .M7Bri!.. ,,, aza E....,toa. • -'. ,,,a-451 , - Mil :.. . 11111116111.-,, 1 i 11 ,...:- i , ' L . -I EFFTIO.FINF. , . '''N‘ .._ .r, ,..• , .-.......1 1-1 , , ., , - •,...1 .4 a ai ___,,,,,kedx.ifilzeolson:„.,„,.,....Na—i ..... . '. 'n OFNFRAI STOLK Z 1• 2 r•creaux s.r[mow „ ... . •MIPUSS I ••4,11(9 I 54 Amr.,ITTI!!1,1 IIIIIIMIMMIIII-..,•• :NE. a IN 'iti 1 '•,..iti#,,-,e.,- .'-.7 ----t- — --. - -- - 1 ,__ A ‘4....4 FOOD MARY • , .1 ,„..... IE E I,,,,,'..4..,',.`..1..'.,'..4.,..' 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DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: Washington Land Design JIG PROPOSED DRUG STORE -;,•-: DRAM BY: 5/21/37 Planning&Engineering E't P.. DC PROJECT NO. 10700 Merkaan Avenue N.,5888503 RAINIER AVE S AND SW SUNSET BLVD PRELIMINARY FLOOR PLAN A2.0 CHECKED 97,5„BY: Seattle,WA 98133 2 og 12061365-9510 FAX 1206)365-0225 RENTON,WASHINGTON EXTERIOR ELEVATIONS REM NOTES � I I ( I7 3 'C°n0A { J ea 26•-8 I/2- ` ea ' RR E O Kiow,FIN.°':�.o�G O—I o-/ t e .v.mA rt,,,ANT]E.L.NT.eR.,Ee N,E I, i • , f 0 EPAL,,,n,„,.n,r.,..mFIEL°"`" 0I,m, ".ErFL-IL - . . — > �vu°.nnN.,4IN,LL.N.aN,T 1U RI,E.Ia RLNN,N.Tro ��` ETZTLO O,�n n,N,n•nr n A,R4 mu coon 11 w e.IoRnLUluuiro _ ro" © �` %% R A 04 DY.ruT NN.Nw C1 IJ r°UiL'vi�eW°•Inpof�Iny -_-____. __// ��u �� 17=� � ©SN.,r RI„�.a,EE„INE°.PAINn° 0 BPaiffkM FRONT ELEVATION TRAwEx�r, °-C t� '� l�1A�1�✓AC' u,ru ocoR ue1 16 ileeR ainC°oi!i�'�"M°ra• Seals I/6'.I'-0' "' O. - J ] o r.�TEE METAL 7 _ 1-o♦R �I'.ordm _ r e 0 01 zg,rg:o Am.l.L�L°,;a.T. °ea 14•{0• 'm LY Ip�7mimi L5nl --� a 0 rn...�.N blurt, 1 0 1 _ m G I ~{ ® t,. 11 r; roc LOCATED ^l/ I 3�'-.V f PER F\IRE MARSHAL 32,4' �. I --T- 1 I I ,/ " JASIMST COMING OP MCI ANO CA.AT LEVATIONS ANO BELOw LAND, i I war NEnL 0. E,1— �'_ r —`- °,.„, I tq 0 O Lp71 .oe""a' I `JI — p REAR le /8,1,0'ELEVATION �°DETAILS PROFILE 0 ENTRANCE L, D I � 1 I ] � r I C „ •v _ F Scole I/6.4-0• I 0/-,� -� I ry , 1 NN \ l Nice �:.I' I ' •� --11 . 11 I'"1—i aNT PALVR' _ ! P.. QQ qQ INA I n, o °N J & oto r BELL SIDE ELEVATION p/ '�s 6tir m�(Jq �Jxd ELLS E,i 1 E ti R STEEL LARD TT.PAINT I S. o (#�,\�,; 1 /1 B� (CJ �D j w eNno,we 1`i EQUAL I (��37\'-10 1/2- ! i EQUAL ] 0 -.T.._..__Q10-- 1- -- (��LV�L��11/qp-(---`5S�,q�1N OI \ ---'---- - --- - T'7/ 1s2 E a - ✓/ Ir W W1 rl 7 M AC Y--0 Tr I -- >RIVE rpm FN.RUAcr'PT'. T i I SIDE ELEVATION L!V �� 1Q seam De4-o Ea 7-0' Ea NITHUN \---1 eo ro area ,.., .,• NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: Washington Land Design Jia PROPOSED DRUG STORE 5/21/97 Planning&Engineering DRAKN BY: DC PROJECT NO. 10700MefkilanAven eeN.,Suite 03 RAINIER AVE S AND SW SUNSET BLVD BUILDING ELEVATIONS A2.1 _ • .... • • • LEIZIMNICI • • ..i 1.. 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MR far WO .r..Ieoaa (no)en- :vie,-.RV RENTON SITE s[[) 1 a 1 Soils Keport 11111.11111 0 • Geotechnical Engineering Exploration and Analysis Proposed Drug Store Southwest Sunset Boulevard and Rainier Avenue South Renton, Washington Prepared for: Washington Land Design Seattle, Washington May 16, 1997 Project No. 6G-9704019 i ' i • May 16, 1997 Washington Land Design 10700 Meridian Avenue North, Suite 503 Seattle, WA 98133 Attention: Mr. Joe Geivett, P.E. Subject: Geotechnical Engineering Exploration and Analysis Proposed Drug Store Southwest Sunset Boulevard and Rainier Avenue South Renton, Washington Project No. 6G-9704019 Dear Mr. Geivett: In accordance with your request, Giles Engineering Associates, Inc. (Giles) has conducted a Geotechnical Engineering Exploration and Analysis for the above-referenced project. The conclusions and recommendations developed from the analysis are discussed in detail in the accompanying report. We appreciate the opportunity to have been of service on this project. If there are any questions or if we may be of further service, please do not hesitate to call at any time. Respectfully submitted, GILES ENGINEERING ASSOCIATES, INC. was 0 te Thomas A. Jones, P.E. AA. ��• ca t" Project Engineer r z` 411#' w '2Cit \ c�,-CIS I'29 TE ti ti ACV Is"InNAL E�yG John E. Zipper, P.E. EXPIRES 27/q, Regional Manager Distribution: Washington Land Design Attn: Mr. Joe Geivett TABLE OF CONTENTS GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS PROPOSED DRUG STORE SOUTHWEST SUNSET BOULEVARD AND RAINIER AVENUE SOUTH RENTON, WASHINGTON PROJECT NO. 6G-9704019 1.0 EXECUTIVE SUMMARY 1 2.0 SCOPE OF SERVICES 3 3.0 SITE AND PROJECT DESCRIPTION 3 I , 4.0 SUBSURFACE CONDITIONS 4 4.1 Subsurface Soil Conditions 5 4.2 Soil Vapor Scan 5 4.3 Groundwater Conditions 6 4.4 Seismic Considerations 6 5.0 CONCLUSIONS AND RECOMMENDATIONS 6 5.1 Site Preparation Recommendations 7 5.2 Structural Fill 10 5.3 Utility Trenching and Backfilling 11 5.4 Auger-cast Pile Foundations 13 5.5 Floor Slab Preload Fill Recommendations 16 5.6 Floor Slab Design Parameters 17 5.7 Drainage Considerations 18 5.8 Rockeries 18 5.9 Alternative Earth Retention Systems 19 5.10 Shoring Considerations and Design Criteria 20 5.11 Backfilled Walls and Retaining Structures 22 5.12 Pavement Design Parameters 23 5.13 Conclusion 24 • APPENDICES -Appendix A-General Comments -Appendix B-Figures (4) , -Appendix C-Field Procedures and Exploration Logs -Appendix D-Laboratory Testing and Soil Classification © Giles Engineering Associates, Inc. 1997 • GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS PROPOSED DRUG STORE SOUTHWEST SUNSET BOULEVARD AND RAINIER AVENUE SOUTH RENTON, WASHINGTON PROJECT NO. 6G-9704019 1.0 EXECUTIVE SUMMARY The following is a brief summary outline of the geotechnical conclusions and recommendations. This summary should be read in complete context with the accompanying report for proper interpretation. Subsurface Conditions • The subsurface evaluation consisted of seven hollow-stem auger borings ranging in depth from 5%2 feet to 26'/2 feet below the existing ground surface. Boring B-3A encountered impenetrable concrete at a depth of 5'/2 feet. Therefore, boring B-3B was completed about 15 feet north of boring B-3A. • Subsurface soil conditions encountered in the borings were somewhat variable, but generally consisted of 5 to 12 feet of previously placed fill soils over soft organic silt and loose sand deposits. Firm native sandy soils were encountered at variable depths between 10 and 20 feet below existing grades. The locations of borings B-4, B-5, and B-6 were covered with about 2 inches of asphalt. • Groundwater was encountered in all of the borings except B-3A and B-4. Groundwater depths were variable and were likely dependent on the presence of sandy water-bearing layers or perching above less permeable layers. Building Foundations • The presence of up to 12 feet of loose fill above soft, compressible native soils at the project site will require use of auger-cast (AC)pile foundation support to limit total and differential structural settlements. • Support of the proposed structure on shallow foundations is not recommended, even after preloading, due to the variability of existing fill and native soils. • AC piles, 12 or 16 inches in diameter, may be designed for maximum allowable compressive capacities of 35 and 45 tons, respectively. The minimum pile length should be 25 feet. Due to the variable and soft nature of subsurface conditions at the site, AC pile lengths should be expected to vary somewhat. Use of pile foundations is predicated upon performance of at least two pile load tests. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 2 Building Floor Slab • Due to the condition of the soils encountered within the proposed building pad, we recommend that a mat of structural fill be constructed beneath all slab-on-grade floors in order to provide more uniform support. The mat of structural fill should be a minimum of 12 inches in thickness and consist of a combination of existing on-site fill soils, pit-run sand and gravel or crushed recycled concrete which can be compacted to a minimum of 95 percent of the modified Proctor maximum dry density. Above the mat,we recommend placing additional temporary surcharge fill in order to preconsolidate the settlement-sensitive soils encountered in our borings. A temporary surcharge height of 3 or feet above finished floor elevation is recommended for preload durations of 6 or 3 weeks, respectively. • Above the mat of structural fill, a 4-inch thick layer of capillary break material should be placed. Floor slabs should consist of a 4-inch (minimum) conventional slab-on-grade underlain by a 4-inch thick granular base course and polyvinyl moisture barrier. Site Preparation Recommendations • Site preparation procedures will be dependent upon finish subgrade elevation, relative to existing grades. • Removal of existing pavement, structures, and any surficial, organic rich soil from areas to be developed, will be required. It is anticipated that existing pavement will not be left in place due to slight grade changes and changes in parking and drive configurations. Asphalt could be temporarily left inplace for construction staging P P Y g g and could be pulverized for use as granular base material below new pavements. • Existing utilities or building foundations located within the proposed building foundation influence zones should be removed or relocated. The resulting excavations should be backfilled with compacted structural fill. Concrete and brick rubble could be crushed and reused for structural fill purposes. • Structural fill in building and pavement areas should be compacted to at least 95 percent of modified Proctor maximum dry density in the upper 1 foot. Fill below 1- foot depth should be compacted to 90 percent of this value. Place in lifts of not more than 8 inches loose thickness, at moisture content within 2 percent of optimum, and compact uniformly with suitable equipment. Pavements • The thickness of structural fill needed to establish finish grades will control the recommended asphalt and concrete pavement sections. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 3 • Provided the upper 1 foot of pavement subgrade is compacted to at least 95 percent of modified Proctor maximum dry density, a standard asphalt section should consist of 2 inches of Class `B' asphalt over a 4-inch crushed rock base course, over a 6-inch select structural fill subbase. Heavy duty asphalt sections should include 3 inches of asphalt over the recommended base course and subbase sections. Standard and heavy-duty concrete pavement sections should consist of 5 and 6 inches of welded wire reinforced concrete over the recommended gravel sections. If the subgrade can only be compacted to 90 percent of the modified Proctor maximum dry density,the thickness of the subbase section should be increased to 12 inches. In lieu of removing existing soils to construct the pavement subbase section, the upper 1 foot of existing soils could be cement treated. 2.0 SCOPE OF SERVICES The scope of services performed by Giles Engineering Associates,Inc. (Giles)for this project included a visual site reconnaissance, subsurface exploration consisting of seven borings, laboratory testing, geotechnical engineering analyses, and preparation of this report. Work was performed as described in Giles'proposal number 6GP-970402 and authorized by Washington Land Design. The purpose of this study was to establish general subsurface conditions from which conclusions and recommendations regarding foundation design and earthwork construction could be formulated. This report has been prepared in accordance with generally accepted geotechnical design practice for the exclusive use of Washington Land Design, Evergreen Development Company and their agents for specific application to this project. The recommendations contained herein are - based, in part, on preliminary project information provided to date to Giles. It is recommended that final design drawings and specifications be reviewed by Giles to verify that the recommendation contained in this report have been incorporated into the design. 3.0 SITE AND PROJECT DESCRIPTION The project site is comprised of three parcels located at the northwest corner of Southwest Sunset Boulevard and Rainier Avenue South in Renton, Washington. The project site location is presented on the Location Map(Figure 1) enclosed in Appendix B. The subject property is currently occupied by two buildings, one each at 299 Rainier Avenue South and at 30 Southwest Harris Place. The third parcel which comprises the project property is vacant except for an advertising billboard. Southwest Harris Place bisects the project site and will be abandoned as part of the site development. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 4 The northwest and northeast portions of the site are relatively flat but are separated about 5 feet in elevation. Site topography slopes downward from west to east and topographic relief was estimated to be about 6 to 7 feet. The only substantial vegetation on the project site consisted of brush and blackberry vines along the north boundary line and between the two parcels on the north side of Southwest Harris Place. Giles was provided with a preliminary site layout map which presented the proposed layout of the new development. From this plan, it appears that development of the site will include demolition of all existing structures as well as abandonment of Southwest Harris Place and several utilities. A single 14,000 square foot building and associated paved drives and parking will be constructed. Some underground utility work is anticipated as well. Preliminary grading plans were not available at the time of preparing this report. We anticipate that grades will be maintained in the east and southern portions of the site while cuts on the order of about 5 feet will be necessary at the 30 Southwest Harris Place property. Retaining walls will likely be necessary along all or a portion of the cut slopes created along the north and west boundaries. An underground detention pipe measuring approximately 60 feet long will be installed southeast of the new building near the corner of Southwest Sunset Boulevard and Rainier Avenue South. We anticipate the structure will be constructed with CMU block with an architectural brick facade. Structural load data was not provided to Giles; however, for purposes of completing this report, we have assumed that exterior column loads would be 35 kips with a maximum one-story column load of 75 kips. A typical one-story interior masonry wall would impose a load of 2 to 4 kips/ft. The floor would support a maximum uniform load of 125 psf. 4.0 SUBSURFACE CONDITIONS The site conditions were evaluated for this study on April 25, 1997. Surface, subsurface, and groundwater conditions are discussed below. The subsurface explorations performed for this study consisted of seven borings, B-1 through B-6, ranging in depth from approximately 51/4 feet to 261/2 feet. The approximate exploration locations are indicated on the Site and Exploration Plan (Figure 2) enclosed in Appendix B. The subsurface conditions described below have been simplified for ease of report interpretation. Field procedures and copies of the Boring Logs (Records of Subsurface Exploration) are enclosed in Appendix C and should be consulted for a more detailed description of the conditions encountered. Laboratory test procedures and results are presented in Appendix D. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 5 Laboratory Testing Moisture content determinations were performed on a representative number of samples. Two Atterberg limits tests were performed on samples from borings B-1 and B-2, while three grain- size distribution tests were completed on representative samples of granular soils. Laboratory test results are summarized on the boring logs and in Appendix D. 4.1 Subsurface Soil Conditions The soils beneath the site, as disclosed by the explorations performed for this study, consist of a layer of fill varying from 5 to 12 feet thick. The fill varied in composition from silt to sand with varying proportions of gravel,to crushed recycled concrete and quarry spalls. Below the fill, native soils varied in composition and relative density between the boring locations. In borings B-1 and B-2, very soft, native silt was encountered at 6%2 feet below the existing grades and extended to depths of about 13 feet. Medium stiff to stiff silt and loose sand was encountered below the very soft silt in borings B-1 and B-2. In boring B-1, dense sand was encountered at 20 feet and extended to the bottom of our boring. In boring B-2, firm sand was encountered at 23 feet which extended to the bottom of the boring. In boring B-3A, 5%2 feet of very loose silty sand fill was encountered. At 5'/2 feet, impenetrable concrete was encountered. Boring B-3A was abandoned and boring B-3B was completed about 15 feet to the north. Boring B-3B encountered about 6 inches of crushed gravel over very soft grading to soft, brown, silty sand and sandy silt which extended to a depth of 13, feet. This soil had an odor similar to old gasoline. A sample was collected and tested in the field with a photoionization detector (PID) for volatile hydrocarbons. A head-space reading of 30 parts per million (ppm) was measured. Below 13 feet, the soils graded to firm sand with little silt and extended to the bottom of the boring at 21'/2 feet. Boring B-4 encountered about 6'/2 feet of very loose silty sand fill over dense, native silty sand which extended to the bottom of the boring at 11'/2 feet. Boring B-5 encountered 9 feet of loose, crushed concrete fill which was used as backfill as a result of removing contaminated soil during an underground storage tank removal. Below the fill, loose, native, silty fine sand with organics and wood debris was encountered and extended to the bottom of the boring at 11'/2 feet. Boring B-6 encountered 12 feet of very loose, fine sand fill over firm fine sand which graded to firm sandy gravel. Boring B-6 was terminated in firm sandy gravel at a depth of 16'/2 feet. 4.2 Soil Vapor Scan Except for boring B-3, the recovered soil samples did not exhibit odors or discolorations which would potentially be indicative of volatile organic compound (VOC) content. The results of the vapor scan conducted on each of the recovered soil samples using a photoionization detector (PID) indicated the presence of detectable levels of volatile organic compound vapors (30 ppm) within the headspace of the soil sample container which contained a sample from boring B-3B at a Proposed DrugStore P Renton, Washington Project No. 6G-9704019 Page 6 depth of about 7 feet. The remaining samples collected did not indicate the presence of detectable levels of volatile organic compound vapors. The results of the PID scan are presented on the Test Boring Logs in Appendix b. The procedure used for the PID vapor scan is discussed in Appendix D of this report. 4.3 Groundwater Conditions Based on review of the USGS Quad Map for Renton, WA(1983) 7.5 minute series,the local topography slopes downward to the east toward the Cedar River, approximately one mile from the subject property. Based on the regional topography presented on the USGS map, localized and regional groundwater flow are anticipated to be to the east/northeast. Groundwater was encountered in all of the borings except borings B-3A and B-4. Borings completed for the project indicate local groundwater levels across the site are relatively uniform. Groundwater was encountered 17 feet below grade in boring B-1 and B-2. Installation of groundwater monitoring wells with accurately surveyed elevations would be required to establish the groundwater gradient at the site. Groundwater levels should be expected to fluctuate by a modest amount on a seasonal basis due to changes in precipitation and runoff, while in borings B-3B, B-5 and B-6, groundwater was encountered at 12%, 5'/2 and 11'/2 feet below grade, respectively. 4.4 Seismic Considerations According to the Seismic Zone Map of the United States contained in the 1994 Uniform Building Code,the project site lies within seismic risk zone 3. Based on soil conditions encountered at the site,the subsurface site conditions are interpreted to correspond to a seismic soil profilel type S3 as defined by Table 16-J of the 1994 Uniform Building Code. 5.0 CONCLUSIONS AND RECOMMENDATIONS The conditions imposed by the proposed development have been evaluated on the basis of (I) the assumed development plan, (II) the engineering characteristics of the subsurface materials encountered in the borings, and (III) the anticipated soil behavior both during and after construction. Based on the information obtained from our subsurface exploration program, the project appears feasible with respect to soil and groundwater conditions encountered at the site. Foundation support of the proposed structure will be controlled by the substantial thickness of soft, compressible soil below the site. Pile foundations are recommended to reduce potential settlements of the structure. Preloading is recommended to improve soils for support of a slab-on-grade floor. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 7 5.1 Site Preparation Recommendations Based upon the subsurface conditions encountered during exploration, the following site preparation procedures have been developed and include recommendations regarding demolition site drainage, stripping, subgrade protection, proofrolling and subgrade compaction. However, site preparation effort is expected to be dependent upon the time of year that construction proceeds. Therefore,bids for site preparation, earthwork, and paving operations should be based upon the time of year that construction will proceed. It is recommended that a representative of Giles observe the soil conditions prior to and during site preparation activities to evaluate the suitability of stripped subgrades prior to placement fill, foundation elements, floors, and paving. Demolition Prior to demolition or abandonment of existing utilities, it is recommended that surface water runoff be diverted away from these areas to suitable discharge locations. Underground utilities, storage tanks, etc., if present, should be decommissioned, abandoned, or backfilled in accordance with all applicable State and local guidelines. Localized excavations made for removal of utilities or other structures should be backfilled with structural fill as outlined in this report. Underground utilities also present on site and should be removed or properly abandoned in order to prevent any possible future settlement problems due to the presence of the'utilities or existing backfill soils. Within the building pad, utilities should be removed and the resulting excavation backfilled with structural fill. Outside the building pad, concrete pipes may be removed or crushed in place, while steel or ductile iron pipes may be abandoned in place provided that open ends are plugged with grout. In addition, remnants of former structures such as old foundations, basement walls,and floor slabs should also be removed and disposed of off site at an approved location. Holes created by the removal of existing foundation elements should also be backfilled with structural fill. Site Drainage and Surface Water Control Adequate temporary and permanent control of surface water runoff and subsurface seepage will be required in order to allow site access, grading, and construction of underground utilities to proceed. Excavation, filling, subgrade and grade preparation should be performed in a manner and sequence that will provide drainage at all times and proper control of erosion. Surface water should be pumped or drained to provide a suitable working platform. Successful drainage of local saturated zones due to perched groundwater flow and accumulations of surface water runoff could be accomplished by use of localized ditching or berms. The site should be graded to prevent water from ponding in construction areas and/or flowing into excavations. Exposed grades should be crowned, sloped, and smooth-drum rolled at the end of each day to facilitate drainage. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 8 Equipment access may be limited and the amount of soil rendered unfit for use as structural fill may be greatly increased if drainage efforts are not accomplished in a timely sequence. Project delays and increased costs could be incurred due to the greater quantities of wet and unsuitable fill -- or poor access and muddy conditions if a working drainage system is not utilized. Site Stripping Site preparation will require removal of existing pavements, surface vegetation and organic soils or other deleterious materials in planned building and new pavement areas. Topsoil was not encountered at the exploration locations and is expected to be limited to areas currently landscaped. The existing pavement could be crushed to a maximum 3-inch size and stockpiled for use as compacted fill below driveway and parking areas, or pulverized to the appropriate size for use as pavement base course. Alternatively,portions of the pavement could be left in place for temporary equipment staging during construction to protect subgrade soils. Pavement would then be removed prior to final grading and placement of new pavement. Subgrade Protection Soils exposed by subgrade preparation operations contain a high silt fraction and are considered to be moisture and disturbance sensitive. Ideally,construction would be planned for drier summer months. If construction proceeds during a generally wet construction period, typically October through May, and the moisture sensitive silty soils are allowed to increase in moisture content, they will become unstable. Therefore, the bids for site grading operations should be based upon the time of year that construction will proceed. Site preparation and initial construction activities should be planned to minimize disturbance to the existing ground surface particularly during the wet season(typically October through May) when the presence of excess moisture would render the site soils more prone to disturbance and softening. Construction traffic should be restricted to specific drive areas to prevent excessive widespread disturbance of the subgrade. It is expected that in wet conditions additional soils may need to be removed and/or other stabilization methods used. The use of a working surface of sand and gravel, crushed rock, or quarry spalls may be required to protect the silty soils particulary in areas supporting concentrated equipment traffic. Construction of a working surface from an advancing fill surface could be used to avoid trafficking the exposed subgrade soils. If site stripping and grading activities are performed during extended dry weather periods, extensive subgrade stabilization is not expected to be necessary. However it should be noted that intermittent wet weather periods during the summer months could delay earthwork if soil moisture conditions become elevated above the optimum moisture content. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 9 Proofrolling and Subgrade Compaction Following the recommended site stripping procedures, the stripped subgrade within the building and pavement areas should be proofrolled with heavy rubber-tired construction equipment, such as a fully-loaded tandem-axle dump truck, (approved by and in the presence of a Giles representative)to detect soft/loose yielding soils which should be removed to a stable subgrade. The subgrade should then be scarified, adjusted in moisture content,and recompacted as necessary to the required density. Low areas and excavations may then be raised to the planned finished grade with compacted structural fill. Subgrade preparation and selection, placement, and compaction of structural fill should be performed under engineering controlled conditions in accordance with the project specifications. Overexcavation/Stabilization The near-surface soils are considered extremely moisture sensitive due to their high silt fraction. During wet weather conditions, typically associated with early spring, late fall or winter construction, subgrade stability problems and grading difficulties may develop. Soils that have become unstable may require remedial measures (as best determined by field conditions during construction) in the form of one or a combination of the following: (I) Drying and recompaction. Selective drying may be accomplished by scarifying or windrowing surficial material during extended periods of dry and warm weather. (II) Removal of affected soils to expose a suitable bearing subgrade and replacement with compacted structural fill. The need for overexcavation should be evaluated by a Giles representative and should be confirmed through continuous monitoring and testing. (III)Mechanical stabilization with a coarse crushed aggregate compacted into the subgrade, possibly in conjunction with a geotextile. (IV) Chemical modification of the subgrade such as with hydrated lime or Portland Cement (depending on soil type). Frozen Subgrades If earthwork takes place during freezing conditions, all exposed subgrades should be allowed to thaw and then be recompacted prior to placing subsequent lifts of structural fill or foundation components. Alternatively, the frozen material could be stripped from the subgrade to reveal unfrozen soil prior to placing subsequent lifts of fill or foundation components. The frozen soil should not be reused as structural fill until allowed to thaw and adjusted to the proper moisture content, which may not be possible during winter months. • Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 10 5.2 Structural Fill All structural fill should be placed in accordance with the recommendations presented herein for structural fill. Prior to the placement of structural fill, all surfaces to receive fill should be prepared as previously recommended. Structural fill includes any fill material placed under footings,pavements,or other permanent structures or facilities. The use of on-site soils for structural fill should be limited as described in this report. Materials typically used for import structural fill include clean, well-graded sand and gravel ("pit run"); clean sand; various mixtures of gravel; crushed rock; controlled-density fill (CDF); and lean-mix concrete. Recycled concrete derived from crushed parent material is also useful for structural fill provided the material is thoroughly crushed to a size deemed appropriate by the geotechnical engineer (usually less than 2 inches). Structural fill materials should be free of deleterious, organic, or frozen matter and should contain no chemicals that may result in the material being classified as "contaminated". The top 12 inches of compacted structural fill should have a maximum 3-inch particle diameter and all underlying fill a maximum 6-inch diameter unless specifically approved by the soils engineer. Import structural fill for raising site grades can consist of a combination of"common" and "select granular" material. Select granular fill should consist of gravel and sand mixtures with at least 30 percent retained on the U.S.No.4 sieve and containing less than 5 percent by weight passing the U.S. No. 200 sieve, based on the fraction passing the U.S. No. 4 sieve. Select granular fill is recommended for use in wet weather conditions, as discussed in the pertinent sections of this report. Common structural fill should consist of predominantly granular soil, free of organics and deleterious materials, which is compactable to a firm and unyielding condition at the specified compaction levels. The suitability of soils used for structural fill depends primarily on the gradation and moisture content of the soil,when it is placed. As the fines content (that portion passing the U.S. No. 200 sieve) of a soil increases, it becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult or impossible to achieve. Soils containing more than about 5 percent fines by weight, such as the majority of the near-surface site soils, cannot be consistently compacted to the recommended degree when the moisture content is more than about 2 percent above or below optimum. Drying of the site soils may only be accomplished during favorable dry weather by methods such as scarifying and windrowing. It is therefore recommended that grading activities be scheduled for the driest time of year in consideration of the moisture sensitive nature of the site soils. If it is not possible to complete the earthwork during dry weather, the design team and contractor should anticipate that a portion of the site soils will not be available for reuse for fill applications including utility backfill. If inclement weather or soil moisture content Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 11 prevent the use of on-site or non-select material as structural fill, it is recommended that use of select granular fill be considered. It should be noted that the placement of structural fill is in many cases weather-dependent and delays due to inclement weather are common even when using select granular fill. When moisture conditioning of the soils is required to increase the moisture content of dry or optimum soils, it is recommended that the soils be uniformly blended with the added moisture to provide a uniform moisture content throughout the affected soils. Structural fill should be placed in lifts not exceeding 8 inches in loose thickness. Individual lifts should be compacted such that a minimum density of at least 90 percent of the modified Proctor maximum dry density is achieved. Higher compaction levels should be achieved where specified in the project specifications of the local development standards . The upper 1 foot of subgrade soils below floor slab and pavement areas and all base course materials should be compacted to 95 percent of the modified Proctor dry density. It is recommended that a Giles representative be present during the placement of structural fill to observe the work and perform a representative number of in-place density tests. In this way, the adequacy of earthwork may be evaluated as grading progresses. Reuse of On-Site Soil On-site soil may be reused as structural fill below foundations, floor slabs, and pavements, provided the soil does not contain significant organic content or other deleterious materials and is placed and compacted at a suitable moisture content. Because of the high silt content of the on-site soils, it is recommended that use of these silts only be attempted during drier periods of the year when the moisture content can be carefully controlled. During the summer, delays in grading can occur due to excessive drying of the soils,or precipitation. In dry conditions,scarifying and watering the soils may be required to achieve the required compaction. If wet weather occurs, or in wet site conditions, the upper wetted portion of the site soils may need to be scarified and allowed to dry prior to performing further earthwork. Based on moisture content analysis of samples of the near- surface sandy silt soils obtained in the explorations, these soils were generally considered to be suitable to facilitate compaction only during dry weather conditions. Moisture content could vary depending on season and other factors, including removal of pavement. It is anticipated that compaction of the fine-grained site soils could best be accomplished using a kneading or "sheepsfoot" compactor in lieu of conventional smooth-drum equipment. A smooth-drum roller would be useful to "seal" exposed subgrades to provide protection from inclement weather. 5.3 Utility Trenching and Backfilling We recommend that utility trenching, installation, and backfilling conform to all applicable Federal, State, and local regulations such as WISHA and OSHA for open excavations. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 12 In order to maintain the function of any existing utilities, we recommend that temporary excavations do not encroach upon the bearing splay of existing utilities. Likewise, utility excavation should not encroach on the bearing splay of footings or floor slabs. This bearing splay should be considered to begin 3 feet away from the widest point of the pipe or foundation and extending downward at a.1H:1 V slope. If, due to space constraints, an open excavation cannot be completed without encroaching on a utility, we recommend shoring the new utility excavation with a slip box or other suitable equipment. All utility subgrades should be firm and unyielding, and free of all soils which are loose, disturbed, or "pumping." Such soils should be removed and replaced, if necessary. All structural fill used to replace overexcavated soils should be compacted as specified and as recommended in this report. Where water is encountered in the excavations, it should be removed prior to fill placement. Alternatively,quarry spalls or pea gravel could be used below the water level if allowed in the project specifications. We anticipate that the majority of excavations for underground utilities would be within wet soils of varying composition. Consequently, most of the soils will not likely be suitable for reuse as structural fill due to their composition and/or moisture content. Structures such as manholes and catch basins which extend into soft soils should be underlain by 12 inches of granular fill soil compacted to 92 percent of the modified Proctor maximum dry density. This granular material could consist of either crushed rock, sand and gravel pit-run, quarry spalls, or coarse crushed concrete. Where water is encountered in the excavations, it should be removed prior to fill placement. Alternatively, quarry spalls or pea gravel could be used until above the water level. It may be necessary to place a geotextile fabric over the native subgrade soils if they are too soft, to provide a separation between the bedding and subgrade soils. Utility bedding should be placed in accordance with manufacturer's recommendations and local ordinances. Generally, it is recommended that a minimum of 6 inches of bedding material be placed in the trench bottom. Bedding material for rigid and flexible pipe should conform with Sections 9-03.15 and 9-03.16, respectively, of the 1996 WSDOT/APWA Standard Specifications for Road, Bridge, and Municipal Construction. All excavations should be wide enough to allow for compaction around the haunches of pipes and underground tanks. Otherwise, materials such as controlled density fill or pea gravel could be used to eliminate the compactive effort required around the haunches if allowed in the project specifications. Backfilling for the remainder of the trenches could be completed utilizing common fill or select granular fill, depending on soil moisture and weather conditions. Compaction of backfill material should be accomplished with soils within plus or minus two percent of their optimum moisture content in order to achieve the minimum specified compaction levels set forth in this report and project specifications. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 13 Caving Some excavation bank stability problems for foundation and utility construction may occur where excavations extend into cohesionless soil and due to the presence of existing fill or groundwater. Relatively flat slopes, benching or temporary bracing may be needed. Temporary slope stability is a function of many factors including the presence and abundance of groundwater, the type and density of the various soil strata, the depth of excavation, surcharge loadings adjacent to the excavation, and the length of time and weather conditions while the excavation remains open. It is exceedingly difficult under these variable circumstances to pre-establish a safe and "maintenance free"temporary excavation slope angle. Therefore, it should be the responsibility of the Contractor to maintain safe slope configurations since the Contractor is continuously at the job site, able to control some of the factors, and able to observe and alter the nature and condition of the cut slopes. At this site, it is anticipated that the majority of planned excavations can be completed with temporary sloped open cuts. Exceptions to typical slope angles should be made for any excavation which extends through the compacted fill into underlying soft soils, any excavations which are open during wet weather, any excavations which encounter groundwater, and excavations encountering variable conditions. All utility excavations should conform to applicable sloping or shoring standards for worker access. All excavations should conform to applicable federal, state, and local regulations. • Construction Dewatering Based on preliminary information available, it is anticipated that excavations for utilities would not extend below the groundwater levels observed in the explorations performed for this study. For utility excavations which encounter seepage or extend only 1 to 2 feet below the groundwater level at the time of construction, it is anticipated that filtered sump pumps combined with a trench box would provide adequate temporary dewatering. If deeper utility excavations are contemplated, more specialized dewatering techniques, such as vacuum wells, well points, etc., may be needed. However, these more extensive dewatering techniques can lead to settlement of the ground surface in the surrounding vicinity when the groundwater is drawn down. If such dewatering techniques or deep utility excavations are contemplated, Giles should be consulted for specific design and construction recommendations. 5.4 Auger-cast Pile Foundations The presence of soft, compressible silts, clays and peat below the proposed buildings would create excessive structure settlements unless alternate support options are utilized. Pile foundations would provide suitable long-term support for the proposed structures. The piles would gain their static support from a combination of skin friction and end bearing within firm to dense sands and gravelly sand encountered at depths of 10 to 20 feet in the exploratory borings drilled around the site. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 14 Feasible pile types would include driven timber piles and auger-cast concrete piles. However, the effects of vibration during pile driving could impact older surrounding structures which are not pile supported. Therefore, we recommend that the proposed structure be supported on 12- or 16-inch diameter auger-cast piles. Piles should extend to a minimum depth of 25 feet below the existing ground surface. At the northwest portion of the site which will be cut down about 5 feet, and if variations are noted during pile installation, it may be necessary to vary pile lengths up to as much as 10 feet+. The tops of the piles are typically joined by a system of grade beams and/or pile caps to create a foundation system with the required compressive, uplift and lateral capacities. The piles would obtain vertical compressive capacity primarily from end bearing in the firm to dense layers encountered at varying depths of 10 to 20 feet below existing grades. Uplift capacity would be provided through a combination of skin friction and the dead weight of the pile. With an auger-cast foundation system, applied lateral loads and moments are resisted through a combination of lateral resistance along the pile shafts, against the pile cap and grade beam system used to connect the tops of the piles, and through vertical uplift capacity of the piles. Auger-cast pile foundations are relatively common in the Western Washington area,and several local contractors have the equipment and experience necessary to construct auger-cast piles at a reasonable cost. An auger-cast pile is formed by drilling to an appropriate predetermined depth with a continuous-flight, hollow-stem auger. Cement grout is then pumped down the stem of the auger under high pressure as the auger is withdrawn. The final result is a cast-in-place concrete pile. Reinforcing can be lowered into the unset concrete column to provided lateral and/or tension capabilities. The actual volume of grout required to fill an auger-cast pile borehole should be no less than 115 percent of the nominal pile volume. Additionally, it is recommended that a single reinforcing bar(tendon) extending the full length of the pile be installed in piles subjected to uplift loads, with spacers and centralizers employed to ensure proper alignment and clearances along the tendon and any reinforced steel cages installed in the fluid grout column of the pile. Due to the anticipated length of the reinforcement for the piles, it is recommended that a minimum of 4 or more inches of clearance be provided between the steel reinforcement and the soil surrounding the pile. Providing more than the specified Uniform Building Code (UBC) 3-inch minimum clearance will increase the likelihood of proper installation of the reinforcement with actual concrete cover at or above the minimum for concrete against soil. A 9`/2 sack, 4,000 psi minimum 28-day compressive strength grout is the minimum recommended for auger-cast piles. Due to variations in soil conditions, pile lengths will vary and the final length should be determined in the field. A minimum pile length of 25 feet below lowest existing site grades is recommended to provide the design uplift and compressive capacities. Pile installation should be monitored by Giles to verify proper embedment into the presumed bearing layer. It may be necessary to periodically remove the pile auger from the holes during drilling in order to verify depths of fill Proposed DrugStore P Renton, Washington Project No. 6G-9704019 Page 15 i soils and penetration into bearing soils. Pile lengths may need to be modified during construction if it is determined that the depth to the bearing layer varies. Auger-cast piles are well suited to field adjustments as length can be varied by merely adjusting the drilled depth and volume of grout required. A longer central reinforcing tendon would be required if increased depths become necessary to provide for the uplift capacity presented subsequently. It is recommended that the initial several piles be installed at diverse locations below the proposed additions to determine early in the construction process whether pile length adjustment will be necessary at locations not explored for this evaluation. For 12- and 16-inch diameter auger-cast piles installed as described above, a maximum allowable vertical compressive capacity of 35 and 45 tons, respectively, is recommended. The maximum allowable compressive pile capacity may be increased by one-third to resist transient dynamic loads such as seismic forces. An ultimate uplift capacity of 25 and 35 tons, respectively, is recommended for 12- and 16-inch diameter piles installed as described above and extending a minimum of 25 feet below existing site grades. Allowable values incorporate factors of safety of at least 2.0. The vertical pile capacities presented assume that adjacent piles are located at least four pile diameters apart. If piles are located closer together, reduced compressive and lateral pile capacities should be used to account for pile group effects. Giles could provide capacities for specific pile group arrangements, if requested. Based on an assumed modulus of horizontal subgrade reaction of 10 pci, the stiffness factor (T) for a 12- and 16-inch diameter auger-cast pile was calculated to be 4.2 and 5.3 feet,respectively. For free-head pile conditions, a lateral load of 2.7 and 4.2 tons applied at the surface is predicted to produce a lateral deflection of%2 inch for 12- and 16-inch diameter piles, respectively. For fixed- head conditions with '/2 inch of movement, a load of 6.5 and 10 tons may be applied for 12- and 16- inch diameter piles, respectively. Depth of fixity for free- and fixed-head conditions on a 12-inch diameter pile is calculated to be 9'/2 and 13 feet, respectively. For a 16-inch diameter pile,the depth of fixity for free- and fixed-head conditions is calculated to be 12 and 16%2 feet, respectively. It is recommended that the pile system be designed with piles fixed against rotation at the ground surface. Because auger-cast piles are drilled, obstacles such as concrete or rocks in the subsurface can cause difficult installation conditions. If obstacles are encountered during drilling, the piles may require relocation at the time of construction. Difficult drilling conditions may be encountered within the dense bearing layer; refusal conditions were encountered in gravel and sand deposits at the very bottom of several borings. The contractor should be prepared with required auger bits for these anticipated conditions and should bid accordingly. We estimate that settlement of 12- and 16-inch diameter pile foundations designed for a maximum allowable compressive capacity of 35 and 45 tons, respectively, will be less than 1 inch and differential settlement between foundation elements will be% inch or less. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 16 5.5 Floor Slab Preload Fill Recommendations Preload surcharging of the building pad would provide an alternative approach to a structural slab, if the construction schedule allows, by allowing a slab-on-grade floor to be constructed oii existing soils. Preloading would involve placement of a temporary load on the ground surface, in the form of cut soils from the site and/or imported fill materials. Temporary fill weight is used tb equal or exceed the proposed structural loads such that much of the settlement will occur under the preload prior to construction of the proposed settlement-sensitive floor pressures. For design purposes, it has been assumed that permanent site grades in the building pad would not be raised more than 1 foot. Without remedial treatment,the soft materials encountered at depth in the explorations would tend to consolidate under loads imposed by overlying existing and new fill, and floor loads, and the structural elements supported on the pad would experience excessive settlement. In order to reduce post-construction settlement of the floor slab, it is recommended that the site be preloaded in the building area prior to construction. The effectiveness of the preload depends not only on the intensity, but also on the amount of time that it is allowed to remain in place. Assuming a unit weight of preload Ell material is equal to 115 pounds per cubic foot (pcf), and taking into account the settlement of the preload fill, a minimum preload fill height on the order of 3 feet is recommended at the proposed building location. The height of preload should be measured from the final finished-floor elevation. The top of the preload fill should extend laterally at least 5 feet outside the building lines-and should be sloped down at an angle no steeper than 1.5H:1 V. This preload should be allowed to remain in place for a minimum period of six weeks following the completion of preload fill placement. It is estimated that the preload fill could settle on the order of 1'/2 to 2 inches during a six-week period. An accelerated preload duration of three weeks could be obtained if a 5-foot high preload is used on the building pad. It is essential to monitor the progress of preload fill settlement. Field time rate of settlement data will be used to redefine settlement estimates and requirements for preload duration. For this reason, it is recommended that a series of settlement plate monuments be installed. A minimum of two plates in the building footprint are recommended. A suggested site settlement plate detail is included with this report as Figure 3. Settlement plates should be installed prior to the placement of any fill to monitor the site settlement as fill placement occurs. Initial settlement plate readings should be obtained immediately after placement of the plates and prior to the placement of any structural and/or preload fill. Reading of settlement plates should be taken by standard differential leveling methods to the nearest 0.01 foot and should be taken at regular intervals during the entire filling and preload, with at least one reading per week. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 17 Material suitability for use in the preload fill (that portion of the site fills to be removed prior to building construction) will depend on the intended final use of the fill. If the fill will be spread out in parking lot areas, it should meet the recommendations for "structural fill" previously described. If the preload fill will be wasted from the site after preload compaction,the contractor may elect to use less select materials such as the cut soils from the northwest portion of the site. Preload fill should be placed in uniform lifts of less than 18 inches loose thickness, and moderately compacted by construction equipment. In-place density tests should be conducted on the preload fill to evaluate density on the preload as compared to the 115 pcf assumed for design. All fill placed below finished floor elevation should meet gradation criteria and compaction requirements outlined above for structural fill. 5.6 Floor Slab Design Parameters General Design Slab-on-grade floor subgrades should be prepared in accordance with the previous site recommendations. The slab-on-grade and capillary break material should be founded preparation b p asY on pre-rolled or compacted native ground or structural fill compacted to a minimum of 95 percent relative density. It is recommended that the floor slab be underlain by a nominal 4-inch thickness of„crushed rock or pea gravel containing less than 3 percent fines passing the No. 200 sieve, based on that soil fraction passing the U.S.No. 4 sieve with at least 30 percent retained on the U.S. No. 4 sieve. This layer of granular fill is intended to serve as a capillary break and working surface. An impervious moisture barrier should also be placed between the capillary break and the floor slab. If the base course in contact with the vapor barrier has sharp, angular particles, a 2-inch thick sand - - cushion layer or geotextile is recommended in order to provide protection against puncture. Any holes or punctures in the vapor barrier membrane should be repaired prior to the placement of the floor slab concrete. Given the anticipated subgrade conditions, it is anticipated that concrete slabs could be designed using standard concrete thickness and welded wire reinforced criteria. The actual floor slab design, including thickness, reinforcing and joint details should be provided by the structural engineer. Estimated Settlement With the recommended site preparation and preloading,the total and differential settlements of the floor slab constructed as recommended are estimated to be less than 3/4 inch, which is considered to be within tolerable limits over a 20-year design life. Due to the potential for settlement, it is recommended that the floor slab not be structurally connected to foundation elements. Pile support of the floor would significantly reduce the potential for settlement. However, due to the anticipated high cost of a pile-supported floor, this alternative has not been analyzed in detail. Proposed Drug Store Renton, Washington - Project No. 6G-9704019 Page 18 5.7 Drainage Considerations It is recommended that the building be provided with a perimeter footing drain system to collect free water. Footing drains, with clean outs, should consist of at least 4-inch diameter, perforated, PVC pipe fully enveloped in pea gravel or washed rock and be placed at the footing subgrade elevation around the outside perimeter of the foundation. The pea gravel envelope should be wrapped on the top and sides with a non-woven geotextile fabric to prevent the migration of fine grained soils into the drain rock. All drainage systems should be sloped to drain by gravity to a storm sewer or other suitable discharge location. Water from downspouts and surface water should be independently collected and routed to a storm sewer. This water must not be allowed to enter the footing drain system. Additionally, it is recommended that the finished grades around the building be designed to route surface water away from the building. Final exterior grades should promote free and positive drainage from the building areas at all times. Water must not be allowed to pond or to collect adjacent to foundations or within the immediate building area. It is recommended that a gradient of at least three percent for a minimum distance of ten feet from the building perimeter be provided. In paved locations,a minimum gradient of one percent should be provided unless provisions are included for collection and disposal of surface water adjacent to the structure. 5.8 Rockeries A rockery can be used to protect the cut face of an otherwise stable, native soil, cut slope if periodic maintenance is performed. Rockeries should be constructed in accordance with local requirements or,in accordance with the Associated Rockery Contractors,standard Wall Construction Guidelines. Rockeries should not be constructed in areas where traffic or parking loads are pressent wihtin an area created by extending a 1H:1V line from the base of a rockery. Rockeries should be constructed of a sound,durable rock with a batter no steeper than 6V:1H (Vertical:Horizontal). The bottom course of each rockery should be founded in at least firm native soils. It is recommended that rockeries not be constructed over 8 feet in height with a level backslope or 6 feet with backslope angles not to exceed 2.5H:1 V when protecting undisturbed native soils. Tiered rockeries which are a maximum of 8 feet in height could be utilized. If this alternative is considered,the upper rockery should be set back from the lower rockery such that the front side of the base of the upper rockery does not lie within a 2H:1 V envelope which extends upward-from the back side of the base of the lower rockery. Alternatively, it is recommended that reinforced concrete retaining walls or proprietary wall systems such as Keystone or Criblock be considered as rockery substitutes for single walls greater than 8 feet in height. General recommendations for these proprietary wall types are provided in the following report section. i r Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 19 Non-reinforced rockeries greater than 4 feet in height should not be founded on fill soil or be used to protect a fill embankment. It is recommended that an engineering geologist or geotechnical engineer observe the subgrade conditions for all rockeries over 4 feet in height. It should be noted that rockeries are not retaining structures. Their primary function is to face otherwise stable slopes and protect them from erosion and sloughing. Therefore, the materials in a rockery face cut slope should consist of relatively dense or hard strata. It should also be realized that rockeries, even when they are properly constructed, are maintenance items. Therefore, any rockery should be periodically inspected and maintained as required. Rockeries should be located so that they are readily accessible for a contractor's equipment if repairs become necessary. If rockeries will be used to face a fill embankment, it is recommended that all fill behind rockeries be reinforced with either a uniaxial or biaxial geogrid with strength characteristics similar to Tensar UX-1100 (SR-1) or BX-1200 (SS-2), respectively. The conditions to determine the vertical spacing and depth of geogrid embedment include rockery height, backfill material, and backslope and must be known before geogrid parameters can be established. It is anticipated that vertical spacing would be on the order of 16 to 24 inches and embedment depth of approximately 0.7 times the embankment height. 5.9 Alternative Earth Retention Systems Based on discussions with Washington Land Design, it is anticipated that a retaining structure up to about 6 feet in height could be required adjacent to an existing rockery and steep cut slope along the west property boundary. The requirement for a wall in this area could be eliminated if the existing grade can be extended 5 feet horizontally away from the rockery and cut slope and tied - into planned finish grades to the east with a 2H:1 V permanent slope. Several restrained and gravity- type structures are potentially usable depending upon site geometry,soil and groundwater conditions, upslope structural requirements, aesthetic appearance, and economic considerations. These include Criblock-type and Keystone-type patented systems. Other manufacturers have developed similar systems which work equally well. If space constraints do not permit the use of wider gravity systems, it would be necessary to construct a cantilever soldier pile wall with lagging. Such walls are discussed in the following report section. A Criblock wall is constructed of interlocking precast concrete members forming cells, or "cribs", which are then filled with properly compacted structural fill. Drainage provisions similar to those of a conventional cast-in-place concrete wall are installed at the "heel" of the wall and immediately behind the cribs as wall construction proceeds. A crib wall is typically constructed with a 1H:4V face batter. Provisions for structural loadings or traffic surcharges within the 1 H:1 V zone subtended from the wall base should be included in the design. Use of geogrid reinforcement may possibly be required in conjunction with the Criblock wall if used to support deep structural fills. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 20 "Keystone"-type walls are constructed of relatively small,pre-cast concrete blocks which are stacked and held in position by fiberglass pins. As backfill is placed, geo-reinforcing grids are compacted into the soil and are attached to the walls. The strength of this system is obtained primarily from the geo-grid reinforcing the compacted backfill. Both types of walls are generally more settlement tolerant than reinforced concrete walls. However, either wall must be founded on at least firm, native soil or properly compacted structural fill. Typically, Criblock and Keystone-type walls are constructed as a design/build item by a qualified structural engineering/contractor team. The appropriate design will depend on the site geometry, structural considerations, and applicable geotechnical input. Giles is available to provide the necessary design input parameters as required during design. 5.10 Shoring Considerations and Design Criteria Based on our understanding of the proposed site development, it appears that permanent excavations along the west property boundary may require shoring. Design of the shoring could be based on either"active" or"at-rest" lateral earth pressures, depending on the degree of deformation of the shoring which can be tolerated. Shoring which is free to deform on the order of 0.02 and 0.04 times the height of the shoring is considered to be capable of mobilizing active earth pressures. This lateral deformation may be accompanied by vertical settlement of up to about 1 to 2 inches, which may extend back from the side of the cut a distance equal to roughly the height of the shored cut. A progressive smaller amount of vertical settlement would be anticipated as setback increases beyond this point. Increasing amounts of lateral deformation could allow significantly greater vertical settlements. Where structural elements or sensitive utilities are not located within approximately 20 feet of the shoring, or if such elements within the zone are considered to be capable of tolerating this degree settlement, it would be appropriate to design shoring utilizing active earth pressures. An "at-rest" earth pressure condition assumes theoretically no movement of the soil mass behind the shoring. However, some settlement should realistically be anticipated due to limitations of construction and/or the fact that it is not possible to construct a perfectly stiff shoring system. For a cantilever shoring system, it may be assumed that the soils will impose an active pressure equal to that developed by a fluid with a density of 35 pounds per cubic foot (triangular distribution). Additional lateral pressures should be added to this value to include surcharges such as the configuration of the existing rockery-faced cuts and unsupported steep cuts along the west property boundary. For design of cantilevered shoring for assumed "at-rest" earth pressure conditions we recommend using an equivalent fluid density of 50 pounds per cubic foot (triangular distribution). The above-recommended lateral earth pressures assume horizontal ground surface and Proposed Drug Store Renton, Washington - Project No. 6G-9704019 Page 21 drained conditions behind the shoring. For inclined backslopes behind the walls,surcharge pressures should be increased by values equal to half the height of the slope above the shoring multiplied by the "active" or"at-rest" equivalent fluid pressures referenced above. Soldier piles for the shoring system are typically set in pre-augured holes and backfilled with structural concrete below the planned excavation level and lean concrete above this level. Vertical loads on such piles could be resisted by combination of friction and end-bearing resistance below the base of the excavation. We recommend an allowable side friction value of 0.3 tsf and 0.5 tsf, for those soils between 0 to 13 feet and below 13 feet, respectively, and end-bearing value of 5,000 psf for design. Side friction should be neglected within the upper 2 feet below the base of the excavation. The end-bearing value is predicated on embedment of at least 8 feet below the base of the excavation and assumes penetration into at least firm native soils. Embedment depth of soldier piles below final excavation level must be designed to provide adequate lateral or "kick-out" resistance to horizontal loads imposed by the retained soils. For design, the lateral resistance may be computed on the basis of the net passive pressure utilizing a value of 200 pcf for those soils above 13 feet and 350 pcf for those soils at least 13 feet below existing grade, acting over twice the diameter of the concrete soldier pile section or the pile spacing, whichever is less. Passive resistance within the upper 2 feet of soil below the base of the excavation should be neglected. Active and at-reset earth pressures should be assumed to act from the ground surface to a depth of 2 feet below the base of the excavations, acting over the soldier pile spacing. A lateral earth pressure diagram is presented on Figure 1. For design of laterally loaded piles, the modulus of subgrade reaction approach may also be used. With this method,the design of the piles to resist lateral loads would be based on acceptable lateral deflection limits. We recommend using a horizontal subgrade reaction of 15 and 75 pci between 5 to 13 and 13 to 35 feet,respectively, for design. If soldier piles are used on this project, we recommend that Giles be allowed to observe the soil conditions during drilling to verify the soil conditions at depth. We recommend lagging, or some other form of cut face protection, be installed in all areas. Due to soil arching effects, temporary timber lagging may be designed for 50 percent of the lateral earth pressures presented for shoring design. Prompt and careful installation of lagging will reduce the potential for loss of adjacent ground. The requirements for lagging should be made the responsibility of the shoring subcontractor to prevent soil failure, sloughing and loss of ground to provide safe working conditions. We recommend any voids behind the lagging be backfilled. However,the backfill should be permeable and not allow potential hydrostatic pressure to build up behind the wall. Drainage behind the wall must be maintained. A permeable sand slurry or pea gravel backfill, placed progressively as the excavation is deepened, may be considered for lagging backfill. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 22 All deep excavations do entail a certain amount of risk. With the soils encountered at the site and a properly designed shoring system, the degree of risk at this site appears to be relatively low. Even so, since the shoring design criteria do affect the level of risk, we recommend that the final selection of shoring design criteria be made by the owner in conjunction with the structural engineer and other design team members. We recommend that we be allowed to review shoring designed in excess of 12 feet in height. Shoringexceedingthis range could require tieback anchors. If tiebacks are considered, we would q be available to provide soil parameters and recommendations for use in their design. 5.11 Backfilled Walls and Retaining Structures Backfilled subsurface walls could be used to provide the partial basements below the proposed building and for retaining structures. The lateral soil pressure acting on backfilled subsurface walls will primarily depend on the degree of compaction impacted to the soil and the amount of lateral movement permitted at the top of the wall during backfilled operations. If the wall is free to yield at the top an amount equal to at least 0.2 to 0.4 times the height of the wall, the soil _ pressure will be less than if movement is limited by stiffness or by construction of structural floors prior to backfilling. We recommend that an equivalent fluid pressure of 35 pcf and 50 pcf be used for yielding and non-yielding backfilled walls respectively. These equivalent fluid pressures assumed that the backfill is compacted to approximately 90 percent of the modified Proctor maximum dry density (ASTM:D-1557). Surcharge pressures due to sloping ground, adjacent footings,vehicles, construction equipment, etc.,must be added to these values. We recommend that Giles be allowed to review these design values and modify them if necessary if they are to be applied to walls greater than 12-feet in height. To prevent the buildup of lateral earth pressures in excess of the above design pressures, over compaction of fill immediately behind the walls should be avoided. This could be accomplished by placing backfill within 3 feet of the wall in lifts not exceeding 6 inches in loose depth, and compacting with hand-operated or lightweight self-propelled equipment. Care should be taken where utilities penetrate through backfilled wall penetrations. Minor settlement of wall backfill can put significant soil loading on utilities and some form of flexible connection may be appropriate at backfilled wall penetrations. The above equivalent fluid pressures are based on the assumption of a uniform horizontal backfill and no buildup of hydrostatic pressure behind the wall. At the base of the walls, we recommend providing continuous footing drains. The footing drains (with cleanouts) should consist of perforated pipes, sloped to drain,with perforations placed down and enveloped by at least 6 inches of pea gravel in all directions. A minimum width of 2 feet of clean, granular free-draining backfill Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 23 should extend from footing drains at the base of the wall within 2 feet of the ground surface, to prevent the buildup of hydrostatic force. The native site soils are not considered suitable for reuse for free-draining fill applications. Free-draining material should meet the provisions described previously for slab-on-grade floors. The upper 2 feet of wall backfill should consist of relatively impermeable soils to prevent surface water from directly entering the backfill zone. It should be realized the primary purpose of the free-draining material is reduction of hydrostatic pressure. Some potential for moisture to contact the back face of the wall may exist, even with this treatment,thus requiring more extensive waterproofing be specified for walls which require interior moisture- ', sensitive finishes. 5.12 Pavement Design Parameters Subgrade The subgrade soils are anticipated to generally consist of loose, sandy silt, silty sand, and crushed sand and gravel fill soils or similar soils used as compacted common fill. The existing fill soils are rated as a fair-to-poor subgrade material with an estimated field CBR value of five percent based on the Unified Soil Classification of SM. In order to provide this CBR value, all fill used to raise low areas must have pavement support characteristics at least equivalent to the existing soils and must be placed under engineering controlled conditions. Asphaltic Concrete Pavement It must be recognized that pavement design is a compromise between high initial cost and little maintenance on one side and low initial cost coupled with the need for periodic repairs. As a result, the owner will need to take part in the development of an appropriate pavement section. Critical features which govern the durability of the surface include the stability of the subgrade, the presence or absence of moisture, free water and organics,the fines content of the subgrade soils, the traffic volume, and the frequency of use by heavy vehicles. The design assumes that the subgrade and any structural fill will be prepared in accordance ?n' with the recommendations presented in this report. The top 12 inches beneath the pavement surface should be compacted to a minimum of 95 percent relative compaction, using AASHTO T-180 (ASTM D-1557) as a standard. Specifications for pavements and crushed base/top course should conform to specifications presented in Division 9, Materials, of the 1996 Washington State Department of Transportation, Standard Specifications for Road, Bridge, and Municipal Construction. In lieu of crushed gravel base/top course, asphalt treated base (ATB) can be substituted. ATB could be utilized to provide a wearing surface during construction and protect subgrade soils which would be exposed to construction traffic. Some degradation of the ATB in Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 24 areas subjected to repeated and/or concentrated equipment traffic should be anticipated. Degraded areas would require removal and repair prior to final paving with Class B asphalt. The following table presents recommended pavement sections for anticipated light and heavy duty traffic levels. Table 2 Recommended New Pavement Se ctions Traffic Type Asphalt Crushed Top/Base Select Subbase ATB Substitute for Thickness Course (Inches) Course (Inches) Crushed Top/Base (Inches) Course (Inches) * Heavy 3 4 6 3 Standard 2 4 6 3 *ATB: Asphalt Treated Base; May be substituted for crushed Top/Base Course beneath Class B asphalt. If exposedpavement subgrade soils can only be compacted to a minimum of 90 percent of P g the modified Proctor maximum dry density, the subbase section should be thickened to 12 inches. In lieu of placing any subbase,the existing soils could be cement treated. The amount of dry cement added to soils will be dependent on the soil moisture conditions at the time of construction. For planning purposes, we recommend that the upper 1 foot of soils should be mixed with six percent cement by weight of a subgrade soil. This would be about 6 to 7'/2 pounds of cement per square foot of subgrade. 5.13 Conclusion The conclusions and recommendations presented in this report are based, in part, on the explorations accomplished for this study. The number, location, and depth of the explorations were completed within the constraints of budget and site access so as to yield the information to formulate he recommendations. Project plans were in the preliminary stage at the time of this report preparation. It is therefore recommended that Giles be provided the opportunity for general review of the project plans and specifications when they become available in order to confirm that the recommendations and design considerations presented in this report have been properly interpreted and implemented into the project design package. The integrity of earthwork, structural fill placement, and foundation and pavement performance depend greatly on proper site preparation and construction procedures. It is recommended that Giles be retained to provide geotechnical engineering services during the earthwork and foundation construction phases of the project. If variations in the subsurface conditions are observed at that time, Giles would be able to provide additional geotechnical engineering recommendations to the contractor and design team in a timely manner as the project construction progresses. Proposed Drug Store Renton, Washington Project No. 6G-9704019 Page 25 Giles Engineering Associates, Inc.appreciates the opportunity to have been of service on this project and would be pleased to discuss the contents of this report or other aspects of this project with you at your convenience. If you have any questions, please do not hesitate to call. APPENDIX A GENERAL COMMENTS GENERAL COMMENTS The soil samples obtained during the subsurface exploration will be retained for a period of thirty days. If no instructions are received, they will be disposed of at that time. This report has been prepared exclusively for the client in order to aid in the evaluation of this property and to assist the architects and engineers in the design and preparation of the project plans and specifications. Copies of this report may be provided to contractor(s), with contract documents, to disclose information relative to this project. The report, however, has not been prepared to serve as the plans and specifications for actual construction without the appropriate interpretation by the project architect, structural engineer, and/or civil engineer. Reproduction and distribution of this report must be authorized by the client and Giles. This report has been based on assumed conditions/characteristics of the proposed development where specific information was not available. It is recommended that the architect, civil engineer and structural engineer, along with any.other design professionals involved in this project, carefully review these assumptions to ensure they are consistent with the actual planned development. When discrepancies exist,they should be brought to our attention to ensure they do not affect the conclusions and recommendations provided herein. The project plans and specifications may also be submitted to Giles for review to ensure that the geotechnical-related conclusions and recommendations provided herein have been correctly interpreted. The analysis of this site was based on a subsoil profile interpolated from a limited subsurface exploration. If the actual conditions encountered during construction vary from those indicated by the borings, Giles must be contacted immediately to determine if the conditions alter the recommendations contained herein. The conclusions and recommendations presented in this report have been promulgated in accordance with generally accepted professional engineering practice in the field of geotechnical engineering. No other warranty is either expressed or implied. APPENDIX B FIGURES The Site and Exploration Plan contained herein was prepared based upon information supplied by Giles' client, or others, along with Giles'field measurements and observations. The diagram is presented for conceptual purposes only and is intended to assist the reader in report interpretation. MIDAS I 24b't NEW 4'-8't CONCRETE RETAINING WALL B-3B ,,7731- *NM.-----r-- • i 41.. TRUCK ROUTE N r ' FIVE-CAR STACKING, MIN. N '� % 1 46 i LEGEND I �: ' FH \ 103' : ^ EW FIRE fGAS METER �3E �'OVERHEADCENTERIS CANOPY TO HYDRANT B-1 Boring Number and Approximate Location r CENTER Is M D RECYCLE/ Yr e ! • GARBAGE B-1 I• / ENCLOSURE--� ; EX BILLBOARD _ i •5' (n - y� ' B-3A : TO BE REMOVED i1 ``w R 4. . cr 1 PROPOSED DRUG STORE �--- ,/r �, w , • NEW 8' TO 10'• AREA = APPROX. 14,000 S F. I CONCRETE RETAINING '^ CONSTRUCTION TYPE V-N SPRINKLERED 14 -BUILDING HEIGHT= 30 FT. i ,• - .- Q WALL TRUCK LOADING/ 25 JCC - 1 &'FIRE - j, \_DDELIVERY VA ATE T R TO BE`i[��_ VACATED THROUGH !- $ N. t FlRE DEPT. DCV&FIRE SPRINKLER PROJECT SITE - /- a a 05" CONNECTION ASSEMBLY INSIDE BUILDING :'" '� - c.�• i B- ...._•:--------- - I o�o SS TO CONNEC Z / .0}• —• \TIO — _NEW SS MANHOLE �� ' i �M BUILDING-r 1 --_-- i ENTRANCE i V U. / AO - �CQVERLV WALKWAY = :$_( • (.5....'":V• •gill#FP .. 0 i C`‘�� B-4 LArNeOS:4 ING /- 9' Alli NEW SANITARY SEWER H © Q8 . • • 4 CONNECTION TO m I I �'' � TREPLACE EX SS HROUGH SITE. = 8. ... .. IAA, i/• CONTROL STRUCTURE N 7\---4---''H _ .. • 1 .. ... _ 7-- , .. i .. . .... . — -___ ....---4---- ---... ,,--:: .:„, — 3o. t ,-,:. w ,J E _�.r - �� -�" _ STORMWATER TO DISCHARGE Imo+— EX METRO TO CITY STORM UNE IN s _- - TO EX IN SUNSET BLVD. -GAS TO CONNECT BUS STOP SUNSET BLVD. TO REMAIN Figure 2 - Site & Exploration Plan RIGHT TURN IN/ URB Sc GUTTER ALONG FRONTAGE TO SIING SIDEWALK, aREMAIN. TYP. CONNECT TO RIGHT TURN OUT ONLY Project Name Proposed Drug Store INRNNIER� SUNSET BLVD. (S. 3rd ST) Project No. 6G-9704019 Project Location SW. Sunset Blvd. &Rainier Ave. S. GILES ENGI110ERING W()SSOCIATES.INC. Renton, WA GEOTEC HNICAL GEOENVIRoNMENTAL Scale 1" =40' DRAWING PROVIDED BY WASHINGTON LAND DESIGN PLANNING&ENGINEERING DATED 4/11/97. AND COnsrRUC710n MATERIALS CONSULTANTS - „--. II 1 1 m O-.. / • a 8 qv 72♦J 10:`5126rN Pt n' l' -�a��.. � ��I� ' ' ;' k / w* f, I •i �' •� s\ 128TH ST '� 900, :s',i.•rh s.... =) Y.._ dL, 7 .. ��4rH 1T.... . 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SE 176T ST ST k SE sr, a E v6rT 1 4i 4` 41ST /i: 's _ �P E ;ene•• E- _ $e1M, EL', -- I J(- S ITrlx 5 - I e 4 e ,a -- Figure 1 -Location Map w rp,•� c 1 E Project Name Proposed Drug Store •L � Project No. 6G-9704019 • s Project Location SW. Sunset Blvd. &Rainier Ave. S. Renton,WA W,., GI LES 1 I— Date Apri123, 1997pNGINEERING l /SSOCIATES. INC. ADDITIONAL PIPE AND COUPLING AS REQUIRED .ro INSTALL PLATE AND 5' PIPE RISER TO THIS POINT BEFORE PLACING FILL • SEE DETAIL BELOW EXISTING GROUND SURFACE `'\\`.\\`4-• \� \� 6 �/�� '��-`/�• CLEAN •- .. •.SAND . 2' STANDARD PIPE • 0 2 PIPE COUPLING %0 %; WELD ALL AROUND 2' X 2' X 1/4' PLATE , 1 N i iia� ��aror�owiiiwiyoaini►i • I 1/4 HOLES PROPOSED DRUG STORE Job No. 7 401 6G-9 0 9 SUNSET BLVD.&RAINIER AVE. Design: TAJ RENTON,WASHINGTON SETTLEMENT PLATE DETAIL Drawn: TAJ GILES FIGURE 3 Date: MAY 12, 1997 ENGINEERING l p 1SSOCIATES. INC. Scale: N/A • / ' \ 35H,1 it _ H 1- 111 11111 \\/ \" \\ \` ` �� \`\\-\\` \` //, /. /. /. // /. 2, /� 200D, D MEM350D2 MEM�. ...L.. PASSIVE PRESSURE 35 PCF ACTIVE EQUIV. FLUID PRESSURE NOTES: H,: HEIGHT OF SLOPE BEHIND WALL WITHIN 45 DEGREE ANGLE EXTENDED FROM BASE OF EXCAVATION D,: PASSIVE ENVELOPE FROM 2 FEET BELOW BOTTOM OF EXCAVATION TO 13 FEET BELOW EXISTING GRADE D2: PASSIVE ENVELOPE MORE THAN 13 FEET BELOW EXISTING GRADE ALL DIMENSIONS IN FEET PASSIVE PRESSURES SHOULD BE APPLIED OVER 2 CONCRETED PILE DIAMETERS ACTIVE PRESSURE APPLIES OVER PILE SPACING ABOVE EXCAVATION SHORING DESIGN MUST SATISFY FORCE AND MOMENT EQUILIBRIUM ANALYSES PROPOSED DRUG STORE Job No. 6G-9704019 SUNSET BLVD.&RAINIER AVE. RENTON,WASHINGTON Design: TAJ LATERAL EARTH PRESSURE Drawn: TAJ GILES DIAGRAM, SOLDIER PILE WALL FIGURE 4 Date: MAY 12, 1997 ENGINEERING l p)SSOCIATES, INC. Scale: N/A APPENDIX C FIELD PROCEDURES AND EXPLORATION LOGS • The field operations were conducted in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) designation D 420 entitled "Standard Guide for Sampling Soil and Rock" and/or other relevant specifications. Soil samples were preserved and transported to Giles' laboratory in general accordance with the procedures recommended by ASTM designation D 4220 entitled "standard practice for preserving and transporting soil samples." Brief descriptions of the sampling, testing and field procedures commonly performed by Giles are provided herein. The Exploration Logs and related information enclosed herein depict the subsurface (soil and water) conditions encountered at the specific exploration locations on the date that the exploration was performed. Subsurface conditions may differ between exploration locations and within areas of the site that were not explored. The subsurface conditions may also change at the exploration locations over the passage of time. GENERAL FIELD PROCEDURES Surface and subsurface conditions at the project site were explored on April 25, 1997. The surface evaluation consisted of a visual reconnaissance, and the subsurface exploration consisted of advancing seven hollow-stem auger soil borings to a depths of approximately 5% to 26'/2 feet below existing grades. The borings are designated B-1 through B-7 on Site and Exploration Plan (Figure 2). Test Boring Locations and Elevations The location and depth of the explorations were selected with regard to the proposed site developments and under the constraints of budget and site access. The locations of the explorations were determined using a site plan provided to Giles and by measuring from existing site features with a handheld measuring tape. As such, the exploration locations shown on Figure 2 should be considered accurate only to the degree implied by the measuring methods. It should be emphasized that the explorations revealed subsurface conditions only at discrete locations on the project site and that actual conditions could vary at other locations. The nature and extent of any such variations would not become evident until construction activities have begun. If significant variations are observed at that time, the conclusions and recommendations may need to be modified to reflect actual conditions. Test Boring Methods Soil borings were advanced with 4'/4"I.D. continuous flight hollow-stem auger methods, using a truck-mounted drill rig operated by an independent firm working under subcontract to Giles. An experienced geotechnical engineer from Giles continuously observed the boring, logged the subsurface conditions, obtained representative soil samples, and transported the samples to Giles'laboratory for further classification and testing as deemed necessary. Throughout the drilling operation, soil samples were obtained from the borings at 2'/z foot to 5- foot depth intervals by means of the Standard Penetration Test procedure(ASTM:D-1586). This test and sampling method consists of driving a standard 2-inch (outside diameter)split-barrel sampler a distance of 18"into the soil with a 140-pound hammer free falling a distance of 30 inches. The number of blows required to drive the sampler through each of three 6-inch penetration intervals is counted, and the total number of blows struck during the final 12 inches is considered the Standard Penetration Resistance, or `blow count. " If a total of 50 blows is struck within one 6-inch interval, the driving is ceased and the blow count is recorded as 50 blows for the actual number of inches of penetration. The resulting Standard Penetration Resistance values (N-values)provide a measure of the relative density of granular soils and the relative consistency of cohesive soils. Test Boring Logs The boring logs describe the various types of soils encountered in the boring, based primarily on visual interpretations made in the field and supported by subsequent laboratory testing of selected samples, if necessary. The logs also indicate the approximate depth of the contacts between different soil types, although these contacts may be gradational or undulating. Where a change in soil type occurred between sampling intervals, the depth of contact was inferred. In addition, the log indicates the Standard Penetration Resistance at each sample location, and any laboratory tests performed on the soil samples. Depth to groundwater is also indicated on the boring logs, where applicable. Groundwater depth is typically estimated from the moisture content of soil samples, the wetted height of the drilling rods, and/or the groundwater level measured in the boring before and/or after the auger has been extracted. Sampling and Testing Procedures The field testing and sampling operations were conducted in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) and/or other relevant specifications. Results of the field testing(i.e., N-values) are reported on the Test Boring Logs. Explanation of the terms and symbols shown on the logs are provided on the appendix enclosure entitled `General Notes. " RECORD OF SUE URFACE EXPLORA' _.))N BORING NO. &A.OpATION: PROJECT: Renton Drug Store SURFACE ELEVATION: PROJECT LOCATION: 94.7 ft Sunset Blvd. & Rainier Ave. GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 4/25/97 Renton, Washington Dallas Madison Seattle FIELD REPRESENTATIVE: Milwaukee Los Angeles TAJ PROJECT NUMBER: 6G-9704019 Washington, D.C. Feet Sample MATERIAL DESCRIPTION Below No. & N qu qp qs w PID NOTES Surface Type (tsf) (tsf) (tsf) (%) Loose, moist, brown, silty SAND w/ little 1-BS - — gravel, a few cobbles to 5" dia. — — (Dirty pit-run fill) — 7 _ _ 1-SS 3 — No recovery, cuttings consistent w/ those near surface, becoming more gray (Fill) 5 2-SS 3 No recovery — Verysoft, wet, gray, slightly organic SILT — 3 SS 2 1.3 72 Atterb.test - 9 Y 9 — w/ trace clay and thin stringers of peat 4-ST No recovery in _ PP = 1.5 tsf 10- sample 4-ST Pushed shelby tube, 3" recovery, sample is — organic silt and thin peat layers 5-ST 2.0 0.6 --,Becomes sandy — Grades to loose, green, wet, silty fine to 15 6-SS 9 — medium SAND w/ trace gravel and organic — a _ 20 Dense grading to very dense, green, 7-SS 50/5 — saturated, silty fine to medium SAND w/- —Alittle gravel Boring terminated at approximately 21.4 ft. J PID: Results of volatile vapor scan conducted on collected soil samples utilizing a HNU Photoionization Detector (PID) • equipped with a 11 .7 eV lamp calibrated to a Benzene standard. Results expressed in HNU-units. BDL=Below Detection Limit. WATER OBSERVATION DATA REMARKS a WATER ENCOUNTERED DURING DRILLING:17 ft. Reference elevation of 100 ft. established at SE corner of bldg @ SL WATER LEVEL AFTER REMOVAL: 30 SW. Harris PI. CAVE DEPTH AFTER REMOVAL: y WATER LEVEL AFTER HOURS: 77-_ CAVE DEPTH AFTER HOURS: - Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may very considerably between borings.Location of Test Boring is shown on the Boring Location Plan. RECORD OF SUI= LURFACE EXPLORA' )N BORING NO. &�OOATION: PROJECT: CP Renton Drug Store SURFACE ELEVATION: PROJECT LOCATION: 94.7 ft Sunset Blvd. & Rainier Ave. GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 4/25/97 Renton, Washington Dallas Madison Seattle FIELD REPRESENTATIVE: Milwaukee Los Angeles TAJ PROJECT NUMBER: 6G-9704019 Washington, D.C. Feet Sample MATERIAL DESCRIPTION Below No. & N qu qp qs w PID NOTES Surface Type (tsf) (tsf) (tsf) (%) Very loose, moist, brown, SAND w/ some — silt and trace gravel (Fill) _ 1 BS 12 Bulk sample Sieve test — Very loose, orange, wet, SILT w/ some — 2-SS 0 21 Sieve test — sand and trace gravel (Fill) 5 3-SS 8 — Loose, wet, orange grading to brown, silty - -fine SAND w/ trace gravel. Last 3" is brown: w/ trace charcoal (Fill) — Very soft, wet to saturated, gray, organic 10 4-SS 2 0.75 55 Atterb.test — SILT w/ trace clay abundant small organics,— drove sample through 4" dia. wood — - 6 inches stiff, wet, organic SILT 15 5-SS 8 3.0 - 31 gray-green, — over, stiff, wet, light-brown, SILT grading to— loose, silty SAND — 20 • - Stiff, wet, mottled orange and gray SILT w/ 6-SS 9 2.5 26 — trace small gravel _ Firm, saturated grading to moist, light-gray, silty SAND — 25 7-SS 12 Boring terminated at 26.5 ft. PID: Results of volatile vapor scan conducted on collected soil samples utilizing a HNU Photoionization Detector (PID) equipped with a 11.7 eV lamp calibrated to a Benzene standard. Results expressed in HNU-units. BDL=Below Detection Limit. WATER OBSERVATION DATA REMARKS SZ WATER ENCOUNTERED DURING DRILLINGS 7.0 ft Reference elevation of 100 ft. established at SE. corner of bldg @ 30 SW. Harris PI. sc WATER LEVEL AFTER REMOVAL: ..-T:.-. CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: ;;;;,;;,; CAVE DEPTH AFTER HOURS: Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between borings.Location of Test Boring is shown on the Boring Location Plan. RECORD OF SUB JRFACE EXPLORAT BORING NO. kLQgATION: PROJECT: Renton Drug Store SURFACE ELEVATION: PROJECT LOCATION: 99.7 ft Sunset Blvd. & Rainier Ave. GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 4/25/97 Renton, Washington Dallas Madison Seattle FIELD REPRESENTATIVE: Milwaukee Los Angeles TAJ PROJECT NUMBER: 6G-9704019 Washington, D.C. SampleMATERIAL DESCRIPTION Feet N qu qp qs W PID NOTES Surface Type (tsf) (tsf) (tsf) (%) About 3" crushed gravel over loose, moist, — brown, silty SAND w/ little gravel and — ='cobbles (Fill) — _ Very loose, moist, orange, silty SAND (Fill) — 1-SS 0 Looks like weathered residual sandstone — material 5 2-SS 50/5 31 \Hard,, damp, light-gray, CONCRETE Auger refusal at 6 ft. • PID: Results of volatile vapor scan conducted on collected soil samples utilizing a HNU Photoionization Detector (PID) • - equipped with a 11 .7 eV lamp calibrated to a Benzene standard. Results expressed in - HNU-units. BDL=Below Detection Limit. WATER OBSERVATION DATA REMARKS Q WATER ENCOUNTERED DURING DRILLING: Reference elevation of 100 ft. established at SE. corner of bldg @ 2 WATER LEVEL AFTER REMOVAL: 30 SW Harris PI. - CAVE DEPTH AFTER REMOVAL: 1 WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between borings.Location of Test Boring is shown on the Boring Location Plan. 'RECORD OF SUE URFACE EXPLORA-- `)N BORING NO. E LQiATION: PROJECT: tj3 .i Renton Drug Store SURFACE ELEVATION: PROJECT LOCATION: 99.9 • Sunset Blvd. & Rainier Ave. GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 4/25/97 Renton, Washington Dallas Madison Seattle FIELD REPRESENTATIVE: Milwaukee Los Angeles TAJ PROJECT NUMBER: 6G-9704019 Washington, D.C. Feet Sample MATERIAL DESCRIPTION Below No. & N qu 4p Qs w PID NOTES Surface Type (tsf) (tsf) (tsf) (%) 5— - Grab sample of soil old gasoline odor 1-BS 30 — collected from cuttings from 7 to 10 ft. — _ depth range, 30 ppm reading with P.I.D. - - — 10 1-SS 4 — Soft, wet, brown, silty SAND/sandy silt.Has old petroleum odor. — Cuttings have old petroleum odor SZ — 2-SS 4 — Loose, wet, mottled orange & gray silty — SAND/sandy SILT 15 _ Firm, saturated, light-brown, fine to medium — 3-SS 10 SAND w/ trace to little silt - — Firm,, saturated, orange & light-brown SAND 20 4-SS 28 — w/ little silt and gravel — Boring terminated at 21.5 ft. - PID: Results of volatile vapor scan conducted on collected soil samples utilizing a HNU Photoionization Detector (PID) • equipped with a 11.7 eV lamp calibrated to a Benzene standard. Results expressed in HNU-units. BDL=Below Detection Limit. WATER OBSERVATION DATA REMARKS SZ WATER ENCOUNTERED DURING DRILLINGS 2.5 ft Reference elevation at 100 ft. established at SE. corner of bldg @ 2 WATER LEVEL AFTER REMOVAL: 30 SW Harris PI. • -77-: CAVE DEPTH AFTER REMOVAL: 1 WATER LEVEL AFTER HOURS: r-;- CAVE DEPTH AFTER HOURS: Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between borings.Location of Test Boring is shown on the Boring Location Plan. ;RECORD OF SUBSURFACE EXPLORATIDN BORING NO. &�OATION: PROJECT: Renton Drug Store SURFACE ELEVATION: PROJECT LOCATION: 96.4 Sunset Blvd. & Rainier Ave. GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 4/25/97 Renton, Washington Dallas Madison Seattle FIELD REPRESENTATIVE: Milwaukee Los Angeles TAJ PROJECT NUMBER: 6G-9704019 Washington, D.C. Feet Sample qu MATERIAL DESCRIPTION Below No. & N (tsf) It�sf) (tsf)'s (/o) PID NOTES Surface Type 2" asphalt over • _ Very loose, wet, brown, silty SAND (Fill) — 1-SS 3 23 — Veryloose, wet, orange-tan, siltySAND 5 3 9 2-SS 26 — (Fill) — — Dense, damp, light-brown, silty SAND 10 3-SS 40 Boring terminated at 11.5 ft. PID: Results of volatile vapor scan conducted on collected soil samples utilizing a HNU Photoionization Detector (PID) . equipped with a 11.7 eV lamp calibrated to a Benzene standard. Results expressed in HNU=units. BDL=Below Detection Limit. WATER OBSERVATION DATA REMARKS SZ WATER ENCOUNTERED DURING DRILLING: Reference elevation of 100 ft. established at SE. corner of bldg.@ 2 WATER LEVEL AFTER REMOVAL: 30 SW Harris PI. 77 CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between borings.Location of Test Boring is shown on the Boring Location Plan. RECORD OF SUBSURFACE EXPLORATON BORING NO. &kO�ATION: PROJECT:. Renton Drug Store SURFACE ELEVATION: PROJECT LOCATION: 94.9 ft Sunset Blvd. & Rainier Ave. GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 4/25/97 Renton, Washington Dallas Madison Seattle FIELD REPRESENTATIVE: Milwaukee Los Angeles TAJ PROJECT NUMBER: 6G-9704019 Washington, D.C. Feet Sample MATERIAL DESCRIPTION Below No. & N qu qp qs w PID NOTES Surface Type (tsf) (tsf) (tsf) I (%) 2" asphalt over — Firm, moist, gray, SANDw/ little silt some— gravel (Fill)- _ Firm, moist„ orange-brown, gravelly SAND — 1-SS 10 w/ little silt (Crushed recycled concrete & — brick) (Fill) - _ Loose, moist, brown, SAND w/ trace crushed brick (Fill) 5 2-SS 6 — Quarry spalls (Fill)— Loose, saturated, gray & black, crushed — _ recycled concrete, asphalt, and brick (Fill) _ — Loose, saturated, gray silty fine SAND/fine 10 3-SS 5 — sandy SILT w/ wood debris — Boring terminated at 11.5 ft. PID: Results of volatile vapor scan conducted on collected soil samples utilizing a HNU Photoionization Detector (PID) equipped with a 11 .7 eV lamp calibrated to a Benzene standard. Results expressed in HNU-units. BDL=Below Detection Limit. WATER OBSERVATION DATA REMARKS SZ WATER ENCOUNTERED DURING DRILLING5.5 ft Reference elevation of 100 ft. established at SE. corner of bldg @ 2 WATER LEVEL AFTER REMOVAL: 30 SW. Harris PI. T m CAVE DEPTH AFTER REMOVAL: T. WATER LEVEL AFTER HOURS: um CAVE DEPTH AFTER HOURS: 1 Changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between borings.Location of Test Boring is shown on the Boring Location Plan. RECORD OF SUE JRFACE EXPLORAT IN BORING NO. &j,O,QATION: PROJECT: Renton Drug Store _ SURFACE ELEVATION: PROJECT LOCATION: 94.7 ft Sunset Blvd. & Rainier Ave. GILES ENGINEERING COMPLETION DATE: ASSOCIATES, INC. 4/25/97 Renton, Washington Dallas Madison Seattle FIELD REPRESENTATIVE: Milwaukee Los Angeles TAJ PROJECT NUMBER: 6G-9704019 Washington, D.C. FeMATERIAL DESCRIPTION Below SNo.am& N qu qp qs w PID NOTES Surface Type (tsf) (tsf) (tsf) (%) 2" asphalt over 5" crushed gravel base over -,Very loose, moist, brown, SAND w/ some — 1-SS 3 8 Sieve test —'silt (Fill) — Very loose, moist grading to wet, 5 2-SS 2 5 — brown-gray, fine SAND w/ trace silt and — _ gravel (Fill) _ 10 3-SS 1 17 2 — — Firm, saturated, brown-gray, fine SAND w/ —trace silt 15 4-SS 22 Firm, saturated, brown-gray, sandy gravel Boring terminated at 16.5 ft. PID: Results of volatile vapor scan conducted on collected soil samples utilizing a HNU Photoionization Detector (PID) equipped with a 11 .7 eV lamp calibrated to a Benzene standard. Results expressed in HNU-units. BDL=Below Detection Limit. WATER OBSERVATION DATA REMARKS Y. WATER ENCOUNTERED DURING DRILLING! 1.3 ft Reference elevation of 100 ft established at SE. corner of bldg @ - SL WATER LEVEL AFTER REMOVAL: 30 SW Harris PI. CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: changes in strata indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may vary considerably between borings.Location of Test Bonng is shown on the Boring Location Plan. APPENDIX D LABORATORY TESTING AND SOIL CLASSIFICATION • • The laboratory testing was conducted under the supervision of a geotechnical engineer in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) and/or other relevant specifications. Brief descriptions of laboratory procedures, testing results, and soil classifications are included herein. LABORA TOR Y TESTING AND CLASSIFICATION Moisture Content (w) (ASTMD 2216) Moisture content is defined as the ratio of the weight of water contained within a soil sample to the weight of the thy solids within the sample. Moisture content is expressed as a percentage. Particle Size Distribution (ASTMD 421. D 422) This test is performed to determine the distribution of specific particle sizes (diameters) within a soil sample. The distribution of coarse-grained soil particles (sand and gravel) is determined from a "sieve analysis which is conducted by passing the sample through a series of nested sieves. Soils passing the U"S. No. 200 sieve are considered fine grained soils consisting of silt and clay. Atterberg Limits (ASTMD 4318) The liquid limit,plastic limit and plastic index of representative soil samples are performed to determine engineering properties for the fine-grained(silt/clay)fraction of a given soil sample. This test gives an indiction of a soil's plasticity by identifying the liquid limit(LL),plastic limit (PL), and plasticity index (P1) of the soil. Resistivity and Sulfates These tests were performed by AMTEST as required. The results are included in this appendix. U S STANDARD SIEVE OPENING N INCHES U.S.STANDARD SIEVE NUMBERS HYDROMETER 1 0 4 3 2 1 A 1 % A 'I, 3 4 0 B 10 14 10 20 30 40 50 70 100 140 200 r 1 i •C f•1 0 "Ili i Do I — ��— ��• I 10 I • � , 1 I __ • _ I1.` 1 R_'�. �1 T E I I • I I BO- , .� — _ 4 % \ I 20 11 I 1 \ "* I I 70 t I- % * 1 -30 • • I 5 I •, I I - a E.60 I_ .1 ••� I % - I, 40 ; 3 I I ..•• y �. 10 o 'I I •• I I iso . J _ t ••., I I 1 — — I �'`4% II 1 0 ! I_ u _ I I 144 i40— I I I • , I 60 y ! I a i W I I I •t�•• ` I d 30 - t- I - - --I' •.'i .1 70 I I I •41 1 I I I N 20 I t I 1 Bo I I I. . I I I I I: - I — 4 1 I .. eo . I I I I —I' I 1 1 I .— o J I- _ I_ I 100 500 100 50 10 5 I 0.0 0.1 0.05 0.01 0.005 0.001 GRAN SIZE N MILLIMETERS COBBLES COARSE GRAVEL FINE _ COARSE I MEDIUM 1 FINE SILT OR CLAY _ `. I Boring No. Sample No. Depth(Ft) Classification Nat.w% RENTON DRUG STORE B-2 S-1 . 2.5 SAND with some silt 12.1 Project No. : 6G-9704019 B-2 S-2 •-—-—-—-• 5.0 SILT with some sand&trace gravel 21.3 Renton,Washington B-6 S-1 — 2.5 ' SAND with some silt 7.6 May 5, 1997 REPORT OF SOIL ANALYSIS ASTM STANDARD 13-422 I *Not shown graphically,the samples have more than 80%(by weight)passing 200 sieve. W.., G I L E S ENGINEERING ASSOCIATES, INC. 1 il • • 1 1 ATTERBERG LIMITS TESTS RESULTS ASTM Std. D-4318 Project Name : Renton Drug Strore Project No. : 6G-9704019 Location of Project : Renton, Washington Date of Test : 5/6/97 Tested By : NV 60 f 1 „ 11 f i I i i i I Ili III I 1 1 1 I I , I I y I I LIII MI '-• - / - - U Line: / - - Ip = 09(WL - 8) / - 50 — A Line / - - Ip = O.73(wL - 20) / - - / - 2. 40 �,�/ of - - o 30 �/ tee, . _ - / . , - cc - // & �� MH or OH E. _ - / Gv - / - - 10 / • - — 4 I -- kcL--/ ML/ ML or OL L I/ 01 I I 1 1 A I I I I I r I I r I I I I I 11 1 1 I I I I I I I I 11 r I I I I I 1 1 1 1 0 10 20 30 40 50 60 70 80 90 100 Liquid limit. wL • Sample No. LL PL PI Soil Decription • B-1, S-3 55.3 46.8 8.8 Organic SILT, low plasticity I B-2, S-4 43.2 32.7 10.5 Silt slight plasticity EGILES NGINEERING l ISSOCIATES, INC. PROPOSED DRUG STORE, RENTON, WASHINGTON Moisture Content Determination Boring Number Sample Number Depth (feet) Moisture Content (%) I- B-1 1-BS 0.0 - 1.5 7.1 B-1 3-SS 7.5 - 9.0 72.0 B-2 1-BS 1.0 - 1.5 12 B-2 2-SS 2.5 - 4 21 B-2 4-SS 10.0 - 11.5 55 B-2 5-SS 15.0 - 16.5 31 B-2 6-SS 20.0 - 21.5 26 B-3A 2-SS 5.0 - 6.5 31 B-3B 1-BS 6.0 - 8.0 30 B-4 1-SS 2.5 - 4.0 .23 B-4 2-SS 5.0 - 6.5 26 B-6 1-SS 2.5 - 4.0 8 B-6 2-SS 5.0 - 6.5 5 B-6 3-SS 10.0 - 11.5 17 u) CIO fC- 11 0 N PROPOSED DRUG STORE Rainier Avenue South & S.W. Sunset Boulevard Renton, Washington Preliminary DrainageReport Re ort May 30, 1997 .a. • ci% • t44€1 e 0 4Q A•ATIOP ‘A e. 3251�J" 0c Ecrs`[E� - S/ONAL G .. v. EXPIRES 7/7/qv Prepared By: Washington Land Design 10700 Meridian Avenue N, Suite 503 Seattle, WA 98133 (206) 365-9510 FAX: (206) 365-0225 Construction Description: This project proposes to demolish two vacant buildings (approximately 15,200 square feet) and construct a new drug store (approximately 14,000 square feet). Proposed construction includes construction of the following elements: • Storm drainage pipe • Earthwork to adjust grades on site • Water Quality Swales • Utilities for building(water, sanitary sewer, gas, power,telephone) • Stormwater conveyance system consisting of catch basins, curb scuppers, and buried pipe • Asphalt pavement • Concrete sidewalk Existing On-site Drainage Features: The existing site is approximately developed with 90% pavement and buildings. These improvements drain to a series of catch basins and buried pipe discharging to a city storm drain system in S.W. Sunset Boulevard. The on-site drainage area is bound to the East by Rainier Avenue South,to the West by the adjacent McGee Auto Sales property, to the South by S.W. Sunset Boulevard, and to the North by the adjacent Midas Muffler property. The site includes an existing storm drainage system which will be re-routed. Proposed On-site Drainage Features: The development proposes to construct a new storm drainage system to collect surface water. Run-off from the impervious surface area subject to vehicular traffic will be treated through biofiltration swales. The swales have been designed in accordance with 1990 King County Surface Water Design Manual, as adopted by the City of Renton. The development proposes to increase the pervious area on-site, thus reducing the peak rate of runoff discharging from the site. Storm drain pipe will be smooth walled corrugated plastic pipe or reinforced concrete pipe with a Manning roughness coefficient of n=0.012. Catch basins will have a sump at the base to collect silts. Core and Special Requirements: King County Surface Water Design Manual Core requirements 1-5 have been addressed as follows: Core Requirement Proposed Compliance 1- Discharge at the natural location The project proposes to discharge at the existing location at the city storm system in S.W. Sunset Boulevard. 2-Off-site analysis This report includes a Level 1 downstream analysis. 3- Run-off control Project proposes to match or decrease the existing peak discharge rate of release for the 2 and 10 year storm event. Increased pervious area will decrease the peak rate of run-off. Biofiltration is provided for water quality treatment of the 6-month storm event. 4-Conveyance system On-site storm system is designed to convey the 25-year storm event. 5-Temporary Erosion Control An erosion control plan and narrative will be'provided to minimize the impacts of construction activities on storm water run-off. A brief narrative of some erosion control measures likely to be utilized are included in the attached narrative. Special Requirement Proposed Compliance 1-Critical Drainage Area City stated the final discharge point for the city storm drainage system is to the P-1 Forebay which is a natural area and subject to the City of Renton Critical Drainage requirements. Discharge to this location will meet City requirements. Detention Calculation: On-site detention is not necessary as project proposes to decrease the peak rate of runoff by decreasing the amount of impervious area. King County Surface Water Manual Core Requirement#3 requires that the peak rate of run-off for the site match the existing peak run-off for the 2 and 10 year storm. Conveyance of the post developed 100 year storm event is also required. "Existing Condition" refers to the current site condition as the on-site development contains an approved existing on-site storm drainage system. The Santa Barbara Urban Hydrograph/Soil Conservation Service (SBUH) hydrograph methodology is used to compute on-site detention. The SBUH software Engenious Systems, Inc. is utilized to model rainfall events for the 2, 10, 25 and 100 year 24 hour design storms for existing and proposed conditions. The attached appendix illustrates calculations for the inputs for the SBUH model. The following table summarizes the data used as inputs for the model: Existing Proposed Pervious Curve Impervious Curve Time of Pervious , Curve Impervious Curve Time of Area(AC) Number Area(AC) Number Conc.(min) Area(AC) Number Area(AC) Number Conc.(min) 0.16 86 1.41 98 5.0 0.31 86 1.26 98 5.0 I I The attached hydrographs model the rainfall events for the design storm events. The following summarizes the peak rates associated with the models: Design Storm: Existing Existing Total Developed Peak Proposed Peak Rate Run-off(cf) Rate (cfs) Total Run-off (cfs) (cf) 2-yr 0.59 9,409 0.55 8,909 10-yr 0.89 14,408 0.85 13,816 25-yr 1.10 17,825 1.06 17,190 100-yr 1.23 20,074 1.19 19,417 Biofiltration Design Calculations: The proposed biofiltration swales are located along the project frontage. In accordance with 1990 KCSWM Core requirement#3,the design flow rate for biofiltration is equal to the 6-month, 24 hour peak discharge rate. This rate is estimated at 0.64 times the 2 year, 24 hour discharge rate. Based on this data, a width is established utilizing the Manning equation (see appendix notes for calculation). Three swales with widths of 5.0 feet, 1 foot, and 2 feet will be required to provide treatment of runoff from areas subject to vehicular traffic. Since roof drainage is not subject to vehicular traffic and is regarded to generally be clean, flows from the roof run-off will by-pass the biofiltration swale. Conveyance Velocity Calculations: The main on-site storm system has a slope of approximately 0.5 %. A preliminary calculation based on Manning's equation indicates a velocity of approximately 2.9 fps for a flow rate of 0.99 cfs (see appendix calculations). Conveyance Capacity Calculations: Final drainage plans are not completed at this time. Preliminary pipe sizing indicates pipe diameters ranging from 6"to 8" on-site. With a slope of 0.5% and Manning roughness coefficient of n—0.012 (smooth wall corrugated plastic pipe), the open channel capacity is as follows: Pipe Diameter OC Capacity 8" 1.0 cfs 6" 0.5 cfs The 100 year developed peak rate is 1.19 cfs. Since the maximum drainage area which is conveyed through any storm drain pipe is equal to one half the total site, the peak rate conveyed is 0.60 cfs. The on-site storm system will be capable of conveying on-site storm water to the city storm system for the 100-year storm. Level 1 Downstream Analysis: On-site run-off discharges to a 48"x24" public storm drain in S.W. Sunset Boulevard, which increases to 60"x36" diameter approximately 433 feet downstream along S.W. Sunset Boulevard. This trunk line connects to a main in Hardie Avenue S.W., which leads to the public system in 7th Street S.W. The main in 7th Street S.W. increases in diameter from 36" to 60" before discharging into the P-1 Forebay. The P-1 Forebay collects run-off from drainage basins to the south and east of the bay, which includes the proposed development. One of the main collector trunk lines is located within 7th Street adjacent to the project site. The City of Renton indicated no problem areas downstream of the proposed development. This project would have no contributing impact on any existing problem due to the decrease in any existing runoff. A map of the City storm drainage system is attached. EXISTING SITE EXHIBIT I / I ij I i . , 03 Q 1 2 ' rrrvrr„.„,,„m._._//ii/frr`vurrur • I i I J 11011- 1 �p _,--•-` - "- vv/mm�m—mmmn/7mimimm/nmmmm7, SW lv / / II / / I'r wvry - //vurvu _ s ,...vvv I vvvrvvvrvivr, rrvvvv`iv _-�� 3S.W.SUNSET BLVD. NO DATE BY REVISION DESCRIPTION DESIGNED BY ISSUE DATE:JIG Washington Land Design PROPOSED DRUG STORE -------- — DRAWN BY: s/:V91 Planning&Engineering DC PROJECT NO woo MaiduoA.enueN.,Suite503 RAINIER AVE S AND SW SUNSET BLVD EXISTING SITE CHECKED Bv. 971511 WA9e133 RENTON,WASHINGTON JIGR06)365.959510 FAX:R FAX: PROPOSED SITE PLAN 1 o— I 4— '1 , I— _ `. / SWALE #1 1 — DE h �' cd i DRUG STORE - J = - II,ICD CONSTRICTION TYPE=v-sF N I OCCUPANCY=RETAIL ` t 1 ,I CC W BUILDING HEIGHT=b' ^ I IT=36.0 — Z g I ' ^AI, I 7 , : dr i1 11111I! SWALE #2 _ • '� i SWALE #3 ,i '1111 ele J s • t GRAPHIC SCALE oav: � — • • — — SW.SUNSET BLVD. A' ,.n-m a NO DATE BY REVISION DESCRIPTION DESIGNED BY ISSUE DATE: Washington Land Design NWPROPOSED DRUG STORE Planning&Engineering ------- DRAWN BY:DC PROJECT N0. 10700AfMd K anAnueN.,Snite503 RAINIER AVE S.AND SW SUNSET BLVD GI E CR�Ec BY Seat*,WA 93133 Bn511 a06)31i5-9s10 FAx(206)3EiS-0115 RENTON,WASHINGTON APPENDIX HYDROGRAPHS 2-Year, 24 Hour Design Storm 10-Year, 24 Hour Design Storm 25-Year, 24 Hour Design Storm 100-Year, '24 Hour Design Storm 5/29/97 page 1 PROPOSED DRUG STORE RAINIER AVE S . AND S .W. SUNSET BOULEVARD RENTON, WASHINGTON - BASIN SUMMARY BASIN ID: 100YR-EX NAME : 100YR EXISTING STORM SBUH METHODOLOGY TOTAL AREA • 1 . 57 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .88 inches AREA. . : 0 . 16 Acres 1 .41 Acres ' TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 5 . 39 min 5 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 35 . 00 ns : 0 . 1500 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Sheet L: 300 . 00 ns : 0 . 0110 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Channel L: 150 . 00 kc :42 . 00 s : 0 . 0050 impTcReach - Shallow L: 75 . 00 ks : 27 . 00 s : 0 . 0200 PEAK RATE: 1 . 23 cfs VOL: 0 .46 Ac-ft TIME: 480 min BASIN ID: 100YR-PS NAME : 100YR POST-DEVELOPED STORM SBUH METHODOLOGY TOTAL AREA • 1 . 57 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 88 inches AREA. . : 0 . 31 Acres 1 . 26 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 5 . 39 min 5 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 35 . 00 ns : 0 . 1500 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Sheet L: 300 . 00 ns : 0 . 0110 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Channel L: 150 . 00 kc :42 . 00 s : 0 . 0050 impTcReach - Shallow L: 75 . 00 ks :27 . 00 s : 0 . 0200 PEAK RATE: 1 . 19 cfs VOL: 0 .45 Ac-ft TIME: 480 min BASIN ID: 10YR-EX NAME : 10YR EXISTING STORM SBUH METHODOLOGY TOTAL AREA • 1 . 57 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 2 . 87 inches AREA. . : 0 . 16 Acres 1 .41 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 5 . 39 min 5 . 00 min ABSTRACTION COEFF : 0 . 20 TcReach - Sheet L: 35 . 00 ns : 0 . 1500 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Sheet L: 300 . 00 ns : 0 . 0110 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Channel L: 150 . 00 kc :42 . 00 s : 0 . 0050 impTcReach - Shallow L: 75 . 00 ks : 27 . 00 s : 0 . 0200 PEAK RATE : 0 . 89 cfs VOL: 0 . 33 Ac-ft TIME: 480 min 5/29/97 page 2 PROPOSED DRUG STORE RAINIER AVE S . AND S .W. SUNSET BOULEVARD RENTON, WASHINGTON BASIN SUMMARY BASIN ID: 10YR-PST NAME : 10YR POST-DEVELOPED STORM SBUH METHODOLOGY TOTAL AREA • 1 . 57 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 2 . 87 inches AREA. . : 0 . 31 Acres 1 . 26 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 5 . 39 min 5 . 00 min ABSTRACTION COEFF : 0 . 20 TcReach - Sheet L: 35 . 00 ns : 0 . 1500 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Sheet L: 300 . 00 ns : 0 . 0110 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Channel L: 150 . 00 kc :42 . 00 s : 0 . 0050 impTcReach - Shallow L: 75 . 00 ks : 27 . 00 s : 0 . 0200 PEAK RATE: 0 . 85 cfs VOL: 0 . 32 Ac-ft TIME: 480 min BASIN ID: 25YR-EX NAME : 25YR EXISTING STORM SBUH METHODOLOGY TOTAL AREA • 1 . 57 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 .48 inches AREA. . : 0 . 16 Acres 1 . 41 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 5 . 39 min 5 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 35 . 00 ns : 0 . 1500 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Sheet L: 300 . 00 ns : 0 . 0110 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Channel L: 150 . 00 kc :42 . 00 s : 0 . 0050 impTcReach - Shallow L: 75 . 00 ks : 27 . 00 s : 0 . 0200 PEAK RATE: 1 . 10 cfs VOL: 0 .41 Ac-ft TIME: 480 min BASIN ID: 25YR-PST NAME: 25YR PROPOSED STORM SBUH METHODOLOGY TOTAL AREA • 1 . 57 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 48 inches AREA. . : 0 . 31 Acres 1 . 26 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 5 . 39 min 5 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 35 . 00 ns : 0 . 1500 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Sheet L: 300 . 00 ns : 0 . 0110 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Channel L: 150 . 00 kc :42 . 00 s : 0 . 0050 impTcReach - Shallow L: 75 . 00 ks : 27 . 00 s : 0 . 0200 PEAK RATE : 1 . 06 cfs VOL: 0 .39 Ac-ft TIME: 480 min 5/29/97 page 3 PROPOSED DRUG STORE RAINIER AVE S . AND S .W. SUNSET BOULEVARD RENTON, WASHINGTON BASIN SUMMARY BASIN ID: 2YR-EX NAME : 2YR EXISTING STORM SBUH METHODOLOGY TOTAL AREA • 1 . 57 Acres BASEFLOWS : 0 . 00 cfs , RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 1 . 97 inches AREA. . : 0 . 16 Acres 1 .41 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 5 . 39 min 5 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 35 . 00 ns : 0 . 1500 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Sheet L: 300 . 00 ns : 0 . 0110 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Channel L: 150 . 00 kc :42 . 00 s : 0 . 0050 impTcReach - Shallow L: 75 . 00 ks : 27 . 00 s : 0 . 0200 PEAK RATE : 0 . 59 cfs VOL: 0 . 22 Ac-ft TIME: 480 min BASIN ID: 2YR-PST NAME: 2YR POST-DEVELOPED STORM SBUH METHODOLOGY TOTAL AREA • 1 . 57 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 1 . 97 inches AREA. . : 0 . 31 Acres 1 . 26 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 5 .39 min 5 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 35 . 00 ns : 0 . 1500 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Sheet L: 300 . 00 ns : 0 . 0110 p2yr: 1 . 97 s : 0 . 0200 impTcReach - Channel L: 150 . 00 kc :42 . 00 s : 0 . 0050 impTcReach - Shallow L: 75 . 00 ks : 27 . 00 s : 0 . 0200 PEAK RATE: 0 . 55 cfs VOL: 0 . 20 Ac-ft TIME: 480 min 0 LEGEND Basin id 2YR-ER Basin id 2YR-PST 6 u 0 3 6 9 12 15 18 21 24 27 Tine in Hours Hyd No. : 28 Rate : 0 . 59 cfs Time: 8 . 00 hr Vol : 0 .22 Ac-ft Int: 10 . 00 min Hyd No. : 28 Rate : 0 . 55 cfs Time : 8 . 00 hr Vol : 0 . 20 Ac-ft Int : 10 . 00 min 4 0 LEGEND Basin id 10YR-EX_ Basin id 10YR-PST 8 w U 0 0 Q� 3 6 9 12 15 18 21 24 27 Time in Hours Hyd No. : 28 Rate : 0 . 89 cfs Time : 8 . 00 hr Vol : 0 . 33 Ac-ft Int : 10 . 00 min Hyd No. : 28 Rate : 0 . 85 cfs Time : 8 . 00 hr Vol : 0 . 32 Ac-ft Int : 10 . 00 min o, N LEGEND Basin id 25YR-EX_ Basin id 25YR-PST d - C g I 4 1 3 6 9 .12 f5 18 21 24 27 Time in Hours I Hyd No. : 28 Rate : 1 . 10 cfs Time : 8 . 00 hr Vol : 0 .41 Ac-ft Int : 10 . 00 min Hyd No . : 28 Rate : 1 . 06 cfs Time : 8 . 00 hr Vol : 0 . 39 Ac-ft Int : 10 . 00 min 0. LEGEND Basin id 100YR-EX_ Basin id 100YR-PS 0 u f 'a 0, 8 \*. \ 15 18 21 24 Z7 Time in Hours Hyd No. : 28 Rate : 1 . 23 cfs Time : 8 . 00 hr Vol : 0 .46 Ac-ft Int : 10 . 00 min Hyd No. : 28 Rate : 1 . 19 cfs Time : 8 . 00 hr Vol : 0 .45 Ac-ft Int : 10 . 00 min i NEW CONCRETE i RETAINING WALL, 4 4 EE PROPERTY LINE--',,,_,. .. m rriiiiiii rri�irrri ririi�irrriirr - - TM. �_ rrrrir rrr a.�irrr ,,,i rrr/ SrTE PLAN(NFORMON �' �" TOTAL PROECT AREA=68,3Is.:: R STE ACCESS - BUILDING SQUAREOTAGE • I——�� DRUGSTORE =IK, F EASING BURDMGS •1 (TO BE DEYOL191EO) I \ ~ i , : : NET INCREASE •-1,200 SF 03 / LOT COVERAGE 4 L KD LANE DRIVEt PROPOSED BONDING COVERAGE =20.5% / TART PHAYACY - PARKING EX DRIVEWAY TO BE RELOCATED Y0L PARKING REOUMED =56 SPACES PROPOSED PARKING FENCED RECYCLE/ STANDARD STALLS •59 SPACES /i I% GARBAGE ENCLOSURE CEMPHANDI�CAPPEO TOTAL PROJECT STALLS =3 SPACES T STALLS =0 SPACES T ` STANDARD STALL DWEN90F1=9' SPA S DRUG STORE (PLUS 2'OVERHANG) CONSTRUCTION DTYPE=V-N - Q LANDSCAPING OCCUPANCY=RETAIL 18 ECCIJ W BUGLING HEIGHT=30' t^ PARKING LOT AREA 20,WW SF E ^ (EXCLUDING BLDGS,SDEW'ALXS --EX.BUILDING TO _�'O m AND PERIMETER BUFFERS) BE DEMOLISHED g 61TERIOR PAPKMG LOT LANDSCAPING •.2,100 ST 235 A 25' PARKING LOl LANDSCAPE RECUT •5.55 5 A -{ PARSING LOT LANDSCAPING PROPOSES.TO.OS 'ROPOSED 5'SIDEWALK TOTAL LANDSCANDS •13,335 3 a EX SW HARRIS PL : ill' --- T FORMER SW HARR6 PL TOTAL LANDSCAPML COVERAGE =79.51 4 R.O.W.TO BE `:p�: J a VACATED THROUGH A 7 PRELECT STE BUILDING HEIGHT a 5 I I I I I I ALLOWABLE BUILDING MIGHT =50 F7. YAM ENTRANCE � PROPOSED BUDDING HEK}HT =30 FT. • M1 -I - SETBACKS - . REQUIRED SETBACKS MN BUILDING SETBACX=10 FT. PROPOSED SETBACKS =40+FT. ... / SIGNAGE PER On CC MNTCM CODE S414 W.°49 V.1. -\‘' - --I-I--- --/ El BUILDING TO II BE DEMOLISHEDLANDSCAPING(TIP) /// A. � NOTES II 6, ' I. WI SHEET PC-3,GRADING AND DRAINAGE PLAN POLE SIGN WITH MANUAL FOR PROPOSED CONTOURS MESSAGE BOARD Oa L PARKE:G STALLS ARE 20 FEET LONG WITH 2 FEET /'.. AS LANDSCAPE OR SIDEWALK OVERHANG •YcGEE AUTO SALES - _ - - / \ TO REGAIN '' / _ 1 \ GRAPHIC SCALE —"-- -S.W.SUNSET BLVD. �'\` LANDSCAPE BURR oQ F EXISTING �'.�—� -.- - METRO BUS STOP U TRAFFIC (w Yra,) ---STE ACCESS SIGNAL •Imn•m n NO. DATE BY REVISION DESCRIPTION DESIGNED BY. ISSUE DATE: Washington Land Design G PROPOSED DRUG STORE DRAWN BY: 5/2V0T Planning&Engineering DC PROS C1 NO. 107T70Merld)an Avenue N.,Suite 503 RAINIER AVE S AND SW SUNSET BLVD SITE PLAN . CHF(AID BY: Seattle,WA 90133 JIG971511 (206)365-9510 FAX(206)36611725 RENTON,WASHINGTON BIOFILTRATION SWALE CALCULATIONS Ir Washington Land Design Planning • Engineering Project: %�SiJTan1 7R.CiP®SeD D.ou/G 5770 e,•s Date: S-//i 9/5'7 .Description: iiel::;42ix-e.T.ta-r'x�"I 5-w4144S CiOCc•040'r2bri$ • By: 1p' (5s J - ..?) . i ( i 3 f--- ^1_ i , : i 6. t I ' ; { ! t ]; ! I �p i ? ...........................�. .;......: ..................ice ( r� ...i... .... ..i�.... ..k"' i { .................. @ , {f : 1 ! j a ` k i r ii ! I f I gg : ! { { y ? pp i I _mmt 1 , 1! ! I • .-.......... ................................ : : , i i ! , i j _!_. t I ? i i s (! 0 EE >-3 I. -F J—' E ♦ • • • _...............:..._!...._i..........................:....a.........:.....:.....E--.:-... {{ ff !.............:..... ..:....:.. Ada. . . . . . . . _, l..... ..........................,. (. € ..... k i ! i i : , . . ( ! ! Div '�'`3 f - I i m i { ! i ♦ ♦ • ! i t : j 7T i ; /i ? i ! ' i t ........ ......: s i ! t :......... y I , ) t , r : ! f � oP,....... � t �.: 1.. k , e IP4...d . ! : 4 C ! , c; I ' t k (/f / _ _ ..gy.p++,,�..�// ..._{. 1 �/p��:,,� I S , f : i 1 : ; : : : : 1 , II ; ti : .1--1-111iii " 11L11 , 11 - 1 : 11i1-1 : , , t ........:. 1 , 1 t.. i : iii { : f j ....:....-! 10700 Meridian Avenue North, Suite 503, Seattle, Washington 98133 (206) 365-9510 Fax: (206) 365-0225 Design Washington Land Planning • Engineering ( Project: di ' ' )i2® .7),2ve S 1 Date: �//f�`J`7 Description: By: gb,F'S,.? e 7 A/ S7P.I.P3L le C€p G G ii ... .... ... ... .... .....474 .... ! 1 I II f L. ! i I t i I ..1.i iI : i f ; `I. .....�.e . t ..i. : I ......j.........i...........i..... i I ! ! i Ijj_ i i I I { 1 { ' s44„q ,/! 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I ; { _.i_!.._ice_}}----.. , , i .......................................................... 9 10700 Meridian Avenue North, Suite 503, Seattle, Washington 98133 (206) 365-9510 Fax: (206) 365-0225 CONVEYANCE CALCULATIONS Washington Land Design ' Planning • Engineering Project: iJToi✓ �i1..o,2oS D v6 57-0r2.0 Date: S'/zo197 Description: G'oNve yEN G,.=0/.c • By: i _-.--_:_.:_i. _� _ ! ! , L E. . , I. ! e.. ! ! 1-11 f , {- E, : ! i ! --!-1-1-.L4 :::::Agr/i 41P4 7 ! I , „.-67.7- t0Z-_.1.- ..X411;;_,-.0411.11kr&.:71_$-J, -_,..,_ ,e'Err., : ! ..• ! 44.1___!.._!„T_:_l_L_!_i_Li.,..'p„!_._44_ I I. ! ! + ( !!E ! ! ! + i ' t! t ! . , 11 ! ! /r i i ,i , I ! ,i 1 ! , t • , H t i i t I !i. oI }......_...._....;.....N a f .1_.. .. �_4�_,. _77. 14 4--.c.11•4.►/ _-:s! 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S / .• ?C') 14S3'91 1.—.- /vo-L Iv.H. _do 4.4....z.j •—...mor—..... .. .............._........... r — •-- /.../zr-cs As- .29 erALre'27., e""Q-IS 3011.Z.LS-Z,L7 ' 1 , 1 . , - - r -11 ern - **************************************************************** City of Renton WA Reprinted: 06/04/97 15 :47 Receipt *********************************.******************************* Receipt Number: R9703524 Amount : 1, 510 .24 06/04/97 15 :46 Payment Method: CHECK Notation: #1435 WA LAND DE Init : LMN Project # : LUA97-076 Type : LUA Land Use Actions Total Fees : 1, 510 .24 This Payment 1, 510 .24 Total ALL Pmts : 1, 510 .24 Balance : . 00 **************************************************************** 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 10 . 24 CITY OF RENTON MEMORANDUM DATE: April 23, 1997 TO: Mark FROM: Paul Lumbert SUBJECT: Rainier Ave. S. - Proposed Drug Store Preliminary Application Note on Preliminary Review Comments Contained In This Report: The following comments on development and permitting issues are based upon the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g., Hearing Examiner, Board of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on programmatic, site planning and other design changes made by the applicant. Sanitary Sewer: The site is served by an existing 12" sewer main located in Sunset Blvd. SW and an 8" sewer main located in SW Harris Place. The proposed building would require relocation of the 8" sewer main in SW Harris Place. Side sewer connection to the new building will cost $80/connection. Sanitary sewer (SDC) fees of $0.078/sq. ft. of gross site area is required. Water: The site is served by an existing 6" water main located in Rainier Avenue South (west side). New water main, additional fire hydrants and DDCV Assembly (building fire control system) may be required so the proposed building will be able to meet current fire Codes/Regulations for fire protection of the new building. Any new water main, I / April 23, 1997 ' Page 2 fire hydrant or DDCV (vault) located on private property will be required to be in easements that will be held by the City. Water (SDC) fees of $0.113/sq. ft. of gross area of the site is required. Storm Drainacie: The site has existing storm drainage pipes located in SW Harris Place. The proposed building would require relocation of these lines to keep the drainage operational in the area. The drainage system to serve the site shall be designed in accordance with the 1990 KCSWDM as adopted by the City. Biofiltration will be required (more than 5,000 sq. ft.) of new impervious surface subject to vehicular use is proposed to be constructed on the site. The project will require a Level 1 Drainage Analysis be done to identify existing and potential drainage problems up-stream/down-stream of the project site. The site will be required.to pay storm drainage (SDC) fees of $0.129/sq. ft. of new impervious surface installed on-site by the project. Street Improvements: The site has existing curb, gutter, sidewalk, street paving and street lights in place on Rainier Avenue and SW Sunset Blvd. Any proposed driveways. to the site will be installed per City Codes/Standards and at locations approved by the Traffic Engineering Section. A brief traffic study will be required for the project providing average daily trip generation in/out of the site. A traffic mitigation fee of $75/trip will be required. General: Construction permit fees will be required for construction of water mains, side sewer, storm drainage system and street improvements.. The cost of permits are as follows: The first . $100,000 is at 5% of the cost of the construction, the second from $100,000 to $200,000 is at 4% of the cost and the third all the amount over $200,000 is at 3% of the cost. drgstr April 23, 1997 Page 2 fire hydrant or DDCV (vault) located on private property will be required to be in easements that will be held by the City. Water (SDC) fees of $0.1 13/sq. ft. of gross area of the site is required. Storm Drainage: The site has existing storm drainage pipes located in SW Harris Place. The proposed building would require relocation of these lines to keep the drainage operational in the area. The drainage system to serve the site shall be designed in accordance with the 1990 KCSWDM.as adopted by the City. Biofiltration will be required (more than 5,000 sq. ft.) of new impervious surface subject to vehicular use is proposed to be constructed on the site. The project will require a Level 1 Drainage Analysis be done to identify existing and potential drainage problems up.-stream/down-stream of the project site. The site will be required to pay storm drainage (SDC) fees of 50.129/sq. ft. of new impervious surface installed on-site by the project. Street Improvements: The site has existing curb, gutter, sidewalk, street paving and street lights in place on Rainier Avenue and SW Sunset Blvd. Any proposed driveways to the site will be installed per City Codes/Standards and at locations approved by the Traffic Engineering Section. A brief traffic study will be required for the project providing average daily trip generation in/out of the site. A traffic mitigation fee of $75/trip will be required. General: Construction permit fees will be required for construction of water mains, side sewer, storm drainage system and street improvements.. The cost of permits are as follows: The first $100,000 is at 5% of the cost of the construction, the second from $100,000 to $200,000 is at 4% of the cost and the third all the amount over $200,000 is at 3% of the cost. drgstr CITY i F RENTON ..ia. i.• ), Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 2, 1997 Mr. John R.Hamilton, CRE 4420 N. Saddlebag Trail, Suite 200 Scottsdale,AZ. 85251-3434 SUBJECT: WALGREENS AT SOUTH THIRD STREET AND RAINIER Dear John: I have considered the questions in your letter dated April 25, 1997, and have the following information: • A drive-thru establishment is permitted.within the CA zone. Stacking requirements are based on the projected need during peak business hours for the specific establishment. • The zoning of the vacated right-of-way will be CA and there is no process required other than the vacation process. , • A Lot Line Adjustment process is available to consolidate the separate parcels into a single lot. This is an administrative review process that takes approximately 3-4 weeks. The Lot Line • Adjustment is recorded with King County through the City of Renton. • Chapter 20 is the correct ordinance for sign code information pertaining to the development of this site. • I have given the site plan information to the. Transportation Planning section for review and comments on the proposed access points. I should be getting comments back sometime early next week and will pass the information on to you. If I can be of anymore assistance please call me at 235-2518. Sincerely, ana Huerter Land Use Review Supervisor c:\wirrwoRD\DocuMENT HAM.Doc 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer CITY OF RENTON Planning / Building / Public Works MEMORANDUM DATE: April 24, 1997 TO: Pre-Application File FROM: Mark R. Pywell, AICP SUBJECT: Rainier Ave. South Drugstore • Pre-App 97-38 We have completed a preliminary review of the pre-application for the proposed development. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. 1. The project site is zoned CA (Arterial Commercial). A drugstore is a permitted use within this zone. SW Harris Place will need to be vacated in order for the proposed site plan to work. 2. The applicant will need to submit an Administrative Site Plan application and a SEPA checklist. It will take six to eight weeks to process the application. 3. The minimum street frontage landscaping is 10 feet in width. If the applicant desires to reduce the width of the landscape areas, then a justification for the reduction in width would need to be provided with the application. 4. The calculations for determining the number of parking stalls should be shown on the site plan. Parking for a commercial building is calculated as 4 to 5 spaces per 1,000 square feet of floor area. This application as proposed falls within that range. 5. A plan should be provided which demonstrates how delivery trucks will approach the dock area to load and unload merchandise. 6. A landscape plan that demonstrates the plant materials, size and location as well as exterior lighting and trash storage area will need to be submitted with the site plan application. Ofilo tiOnrit ff:Loo-Y.6, riM" 91 - 38 Jim, 6yoi RENTON FIRE DEPT FIRE PREVENTION BUREAU APR 1 5 1997 MEMORANDUM RECEIVED DATE: 0'7/,(; TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director SUBJECT: New Preliminary Application: /T7 �I' -S , . aufc "e., LOCATION: IV C,OW:V o SUVI i Sc3 (i..,r)(,( t2C-4.1)AL - S. A eeting with the applicant has been scheduled for /Jajt111Thursday, 4i'l / 1-f' in the 3rd floor conference room. If this m eting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. If you are unable to attend the meeting, please send a representative. Please submit your written comments to L7 at least two (2) days before the meeting. Thank you. C - t--(1- �J Lie in r1 e 4 rS ‘77 /eJ- • !I CITY OF RENTON Planning / Building / Public Works MEMORANDUM DATE: April 24, 1997 TO: Pre-Application File FROM: Mark R. Pywell,AICP SUBJECT: Rainier Ave. South Drugstore Pre-App 97-38 We have completed a preliminary review of the pre-application for the proposed development. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. 1. The project site is zoned CA (Arterial Commercial). A drugstore is a permitted use within this zone. SW Harris Place will need to be vacated in order for the proposed site plan to work. 2. The applicant will need to submit an Administrative Site Plan application and a SEPA checklist. It will take six to eight weeks to process the application. 3. The minimum street frontage landscaping is 10 feet in width. If the applicant desires to reduce the width of the landscape areas, then a justification for the reduction in width would need to be provided with the application. 4. The calculations for determining the number of parking stalls should be shown on the site plan. Parking for a commercial building is calculated as 4 to 5 spaces per 1,000 square feet of floor area. This application as proposed falls within that range. 5. A plan should be provided which demonstrates how delivery trucks will approach the dock area to load and unload merchandise. 6. A landscape plan that demonstrates the plant materials, size and location as well as exterior lighting and trash storage area will need to be submitted with the site plan application. • CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: April 23, 1997 TO: Mark Pywell FROM: Rebecca Lind 60 F.C7(1- STAFF CONTACT: Owen Dennison SUBJECT: Rainier Ave. S. Drugstore Preapplication-Long Range Planning Comments (NW corner of Sunset Blvd SW and Rainier Ave. S.) 1. Intent of the Land Use Designation The site is designated Employment Area- Commercial (EAC) in the Comprehensive Plan. Land uses intended for the EAC designation are those that require large amounts of land and high visibility and access to large volumes of automobile traffic. (Objective LU-AA) The retail use would be appropriate to the designation. 2. Consistency with the Comprehensive Plan The proposal appears to be generally consistent with the following EAC policies. Policy LU-169. Individual parcels should be encouraged to consolidate to maximize flexibility of site design and reduce access points. (EAC Policies,Land Use Element) Policy ED-8. Increase the retail sales tax base of the City. (Economic Development Element) 3. Areas of potential inconsistency with the Comprehensive Plan No inconsistencies noted. 4. Advisory The following policies are intended to guide development in the EAC designation and are included as advisory to the applicant and reviewing staff. Policy LU-160. Developments should provide appropriate treatment (a•g• landscaping, improved building facade) along major arterials to mitigate adverse visual impacts. Policy LU-170. Individual development projects should be encouraged to: a. minimize curb cuts and share access points, b. provide for internal circulation among adjacent parcels, c. share parking facilities, d. centralize signing, April 22, 1997 Page 2 • e. create a unified style of development, and f provide landscaping and streetscaping to soften visual impacts. Policy LU-174. Parking areas should be landscaped (including street trees, buffers, berms), especially along the roadways, to reduce the visual impacts. Policy LU-175. Landscape buffers, additional setbacks, reduced height, and other screening devices should be employed to reduce the impacts (e.g. visual, noise, odor, light) on adjacent, less intensive uses. Policy LU-180. Public amenity features (e.g. parks, plazas, recreation areas), beyond those required for the mitigation of adverse environmental impacts, should be encouraged as part of every development. H:\DIVISION.S\P&TS\PLANNING\PREAPP\EAC\SNSTDRUG.DOC • • 91 - 3 5 CITY OF RENTON PtFCEIVF.1) APR 15 1997 v BUILDING DIVISION MEMORANDUM DATE: 7 /471/A; TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director SUBJECT: New Preliminary Application: , 2/,7 4',- -S�. c u5s--*"E LOCATION: )\ C;00V-/ O Sig1d-C- I 5 17--' 0( t2CtO\C S. A eeting with the applicant has been scheduled for /)*(k),1 1Thursday, i�I / 'y,tti in the 3rd floor conference room. If this m eting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. If you are unable to attend the meeting, please send a representative. Please submit your written comments to /22 7L at least two (2) days before the meeting. Thank you. I(a-- i� I �f°( O • ® , CITY OF RENTON ��1v�o�ril FIRE PREVENTION BUREAU MEMORANDUM DATE: April 17, 19.97 TO: Mark Pywell, Planner FROM: Jim Gray, Assistant Fire Marshal , # SUBJECT: Rainier Ave. Drugstore, Sunset Bl. SW & Rainier Ave. South Fire Department comments: 1. The preliminary required fire flow is 2750 GPM. This requires one fire hydrant within 150 feet of the building and two additional fire hydrants within 300 feet of the building. 2. The fire mitigation fee is $7280.00. The square footage of the buildings that are demolished can be deducted from the fire mitigation fee based on $.52 a square foot. 3. Separate plans and permits are required for the sprinkler and fire alarm systems. S1-2-*74 o _,J--r sc197,n1 rrAQL--- ©4e_________ _, Please feel free to contact me if you have any questions. • Washington Land Design ' . . • • Planning&Engineering • April 11, 1997 CITY Of RENTON R eel IV ED APR 14.1997 Ms..Laureen Nicolay " • Planning Division . • . . BUILDING DIVISION City of Renton. • 200 Mill Avenue South ' Renton, Washington 98055 Subject: Proposed Drug Store - Northwest Corner Rainier Avenue South and Southwest Sunset Boulevard; Renton, Washington Preliminary Project Review Dear Ms. Nicolay: This letter is sent to request Preliminary Project Review for the above referenced project. Enclosed with this letter please find five copies of a Vicinity Map, and five copies of a Preliminary Site Plan, illustrating the proposed development. We understand the City will review these plans for approximately two weeks before providing comments (April 24, 1997). Description of Proposal: The subject development proposes to vacate a portion of S.W. Harris Place to assemble a single contiguous parcel of.approximately 1.6 acres, to be developed into a.drug store with a drive-through pharmacy. The properties currently are developed with vacant building and gravel parking lots. Right-of-Way Vacation: Project proposes to vacate the eastern portion,of S.W. Harris Place, as shown on the attached site plan. The western portion of S.W. Harris Place would remain for access to adjacent properties and the subject property. The.existing sanitary sewer line located in S.W. Harris Place would be re-routed to S.W. Sunset Boulevard, as shown on.the attached plan. The existing fire hydrant within S.W. Harris Place would be relocated • along the Rainier Avenue South frontage. Utilities: Project proposes to connect to utilitie's..located along S.W. Sunset Boulevard on the project frontage. Please see attached plan for more information. • 10700 Meridian Avenue North, Suite 50.3 Seattle, Washington 98133 (206)365-9510 FAX:(206)365-0225 Page 2 Laureen Nicolay • April 11, 1997 Stormwater: • . Project proposes to collect surface water runoff through catch basins and buried pipe, discharging to biofiltration swales along the project frontage. Treated runoff would discharge to the underground detention tank located beneath the parking lot. Final discharge of stormwater would be to the City's new storm system in S.W. Sunset Boulevard. Project proposes to utilize King County Surface Water Manual Guidelines for stormwater design. . . Vehicular Access: Access for the proposed project would be from three points. A full access driveway is proposed at the northeast corner of the project, at Rainier Avenue South. A right-turn- in/right-turn-out-only driveway is proposed at the southwest corner of the project, to S.W. Sunset Boulevard. The existing S.W. Harris Place right-of-way would connect to the project site to the west. Five car stacking is provided for the two bay drive-through pharmacy proposed along the north end of the building. • Please see the attached Conceptual Site Plan for additional information regarding building type and site layout. We look forward to working with the City of Renton on the successful completion of this project. Please review the enclosed information and call if .p p 1 you have any questions regarding this submittal. . • Sincerely, Joe Geivett, P.E. . Project Engineer • JRG:jj • • . Enclosures rnevin0l.Itr • - • I • . 5307 i , . \ — \ �� — — -- — — - - MW.4t 00 al � ® — - - --- - -- 11E CITY OF RENTON jr: IL(P) ZONING MAP I .R-8•...� z ma ii. -u-z3rd ' . • • • i `> d RILEGEND _.:' :. d ..:Q c. c o *qp .2 .� p. RC Resource Conservation �� y ..' F' R-1 Residential I du/ac R-$ R-8 • ac• Air.ort Wa R-5 Residential 5 du/ac `` S 132n L. NW 2nd St R-8 Residential 8 du/ac CA Y1!�t: 1 ilj ( 1 cA f�A �'� 1 RMH Residential Manufactured Homes' ._ '., .. 01 S TO St. R- V • R-ID I Residential 10 du/ac • ve• CA _ �entOD ,:.: ,,, a.` • R-8 b1nR-B f'� II \ R-14 Residential 24 du/ac W 8 a ..'..,.„,....,,„ .................. V®tor' . in CA 64 IRM-I i Residential Multi-Family Infill • { G• 0 + ? C.1 CD RM-U RM-N Residential Multi-Family Neighborhood Center r,W 2 - P " P) N RM - Residential M Iti F S b Center;'`•... -� u - a Suburban s,,...,:-..5' Afty :-,w; l ... CA. CA C HENiTO �a mil unb 1 tr C • •'trc'� • `5I., M CG;+M "- cC F SCHOOL n RM-uJ Residential Multi-Family Urban Center M • 2nd St. �S, nd W CC Convenience Commercial - •"'+++777 7 R 8i1. y r CN Center Neighborhood Orb � .. C �1 [ R-� :;r G - Center Suburban do (R-10 CA ' ...�� CD•... ..DD... IT s �''-y� .�� i CD Center Downtown :-R 8-- �R_-8� k e : 1 ,:5 3rd St.' CDQ {� a ` COR Center Office Residential 3iI ;il� 9 �� ft • [Ml Industrial - Heavy . , DI Industrial - Medium CA D ' D DC' � .-..ram Cn', :r.: ... .. - 1 Lam.M. It Industrial - Light v �yar'�' �... , ..... C1 �T7Fi Fin P-t Public Use S1 3W Sth ;1RM $2 $ CA rn • ''."..'"....:Cn • ' ---Renton City limits S� Q di 0 600 1200 • 1 R1w .. I_ E ' �/aka �Y 1:7200 IM IM CA .. CO / ..s!' 0. LONG RANGE PLANNING CA Oifi 7 I ~ _� + 08/ TECHHICAL SERVICES . ----I F--- --1 1-1---- 1 1-C (---7---71 Cio,/ - . ANN-ro 5319 91 - 35 • MEMORANDUM • DATE: /0(7i/9 TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director SUBJECT: New Preliminary Application: '(rlG -� dOkii '�i `PJ LOCATION: i'V C,Y10,V Cam" svfruet i so,) G '" Y \LQ'v- S, A vi n ig with the applicant has been scheduled for , /j Thursday, 4 �� in the 3rd floor conference room. If this m eting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM-to allow time to prepare for the 11 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. If you are unable to attend the meeting, please send a representative. Please submit your written comments to m�4. at least two (2) days before the meeting. Thank you. . l • '11 - 38 • MEMORANDUM • DATE: I11-//,9(° TO: Long Range Planning FROM: Jim Hanson, Development Services Division Director //nn SUBJECT: New Preliminary Application: h(f'� S ,t1/24/1j LOCATION: k, CAYA.9/{ SiviR,fr 81 a VO Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. Plea submit your w_citten comments to /'Yla,(/(., no later than ( . Thank you. We will not be able to include comments received after this date in the presentation/summary we prepare for the applicant. Washington- Land Design Planning& Engineering ' April 11, 1997 . R ETC m D APR 14.1997 - : Ms. Laureen Nicolay ' Planning Division • BUILDING DIVISION . City of Renton 200,Mill Avenue South' • Renton, Washington 98055 • " . Subject: Proposed Drug Store - Northwest Corner Rainier Avenue South and Southwest Sunset Boulevard; Renton, Washington Preliminary Project Review • Dear Ms. Nicolay: This letter is sent to request Preliminary Project Review for the above referenced project. Enclosed with this letter please find five copies of a Vicinity Map, and five copies of a Preliminary Site Plan, illustrating the proposed development. We understand the City will review these plans for approximately two weeks before providing comments (April 24, 1997). • Description of Proposal: The subject development proposes to vacate a portion of S.W. Harris Place to assemble a single contiguous parcel of"approximately 1.6 acres, to be developed into a drug store with a drive-through pharmacy. The properties currently are developed with vacant L. building and gravel parking lots. • Right-of-Way Vacation: Project proposes to vacate the eastern portion of S.W. Harris Place, as shown on the attached site plan. The western portion of S.W. Harris Place would remain for access to adjacent properties and the subject property. The existing sanitary sewer line located in S.W. Harris Place would be re-routed to S.W. Sunset Boulevard, as shown on the attached plan. The existing fire hydrant within S.W. Harris Place would be relocated along the Rainier Avenue South frontage. ' Utilities: Project proposes to connect to utilitielocated along S.W. Sunset Boulevard on the project frontage. Please see attached plan for more information. • • 10700,Meridian Avenue North, Suite 503 Seattle, Washington 98133 (206)365-9510 FAX: (206) 365-0225 I , I r Page 2 Laureen Nicolay April 11, 1997 Stormwater: Project proposes to collect surface water runoff through catch basins and buried pipe, discharging to biofiltration swales along the project frontage. "Treated runoff would discharge to the underground detention tank located beneath the parking lot. Final discharge of stormwater would be to the City's new storm system in S.W. Sunset Boulevard. Project proposes to utilize King County Surface Water Manual Guidelines for stormwater design. Vehicular Access: Access for the proposed project would be from three points. A full access driveway is proposed at the northeast corner of the project, at Rainier Avenue South. A right-turn- in/right-turn-out-only driveway is proposed at the southwest corner of the project, to S.W. Sunset Boulevard. The existing S.W. Harris Place right-of-way would connect to the project site to the west. Five car stacking is provided for the two bay drive-through pharmacy proposed along the north end of the building. Please see the attached.Conceptual Site Plan for additional information regarding building type and site layout. We look forward to working with the City of Renton on the successful completion of this project. Please review the enclosed information and call if you have any questions regarding this submittal. Sincerely, Joe Geivett, P.E. Project Engineer - JRG:jj Enclosures rnevin0l.1tr . . . . . . • . • • BEGINNING • OF FILE FILE TITLE ECiFir.-C? OW? • • • • • • • ."_ , . • • • • • • • • • • •'4.A;,3,"g, .• . . • • • . . . • • • • • • • . • • • . • • .• .. • •• .. •