Loading...
HomeMy WebLinkAboutLUA-97-076 Large FormatNO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: JRG 5/21 /97 DRAWN BY: PROJECT NO. DC CHECKED BY: DJT 971511 Washington Land Design Planning & Engineering 10700 Meridian Avenue N , Suite 503 Settle, WA 93133 (206) 365-9510 FAX. (206) 365-0225 am r.m.3 NO, DATE BY REVISION DESCRIPTION L L • . • �yw :S :d aaxi5 \,L;.: rN •<v. t ': 'tt-.° - ,sue q•. ,.y�. oy c,}- ,. kr::..:_.,� 'iiJ ,ir'�._ tom. �}; `ss" •-•4 :.vt.+}`a"t. .g. rF :iR-�]}r,,�l-�'.yq g,�4Eiws 0`-es 'K-✓,�.�'ii:i..: •,y . 's. y�'7 s -- :. v. �.� >•:1^ '�r.�s •� Y€;a'.4"e is.; -� , � wwi�tt '>'�L i�.. f?a ' .^ti%.1�.�.,.:e..�. �'r�!�'s'.«i� �II• .i1..;...r. •p t+��'�.. i� u �.iis # iJ. .+OZw, ,ni, ^1`.: M.a :So�i DESIGNED BY: ISSUE DATE: JRG DRAWN BY: 5/21/97 DC PROJECT NO. CHECKED BY: DJT 971511 MS429606/ 6 Washington Land iDesi Plannin &� EngineeringgPROPCG%ED DRUG STORE 10700 Meridian Avenue N., Suite 503 RAINIER Seattle, WA 98133 R (206) 3i65-9510 FAX (206) 365-0225 Rh 1.1J, AVE S AND SW SUNSET BI_VD EN70N, WASHINGTON i PRELIMINARY FLOOR PLAN A2.0 6 A, ECF-9I--D'?-G ;-L., 5W N IRRIGATION DEDUCT MEl 1" DOMESTIC WATER ME FIRE HYDRANT ASSEMBLY (TYP) RIM = 38.0± IE = 28.5f 8" WATER TO CONNECT TO EX. 6" WATER IN HARDIE AVE S. �� .v.. m.�1,i ...w- .....-_.. r.. . ......... ...w--- ..� ..,"..�.- :7Ka w. ._w....w.. ...�......._,......_........m «--}•.. ....,-.w,-•.-^'�.w,.-...-.a CONNECT TO EX. SS MN ,. ,. ,,...? �. �. _..�. ss RIM 34.68 �..a _. f. -J 5.j .._ _..`_.._. = 01 NO. DATE BY REVISION DESCRIPTION DESIGNED BY: ISSUE DATE: WFF DRAWN BY: 5/21/97 DC PROJECT NO. CHECKED BY: JRG 971511 RIM E.. 2' k: 1 " Ev=30_6 t " kit°.' e°5.i? t., i2 yr 1 S-S.f4d,ei, I.E. 12" N.- ,24,9 q kip IN v 2r,•, .1 EXISTING LEGEND: w .<.v. y, � t..f i IVII DRAINAGE CURB GAS CENTER LINE UGP POWER (BURIED) SANITARY SEWER WATER F.H, FIRE HYDRANT M.H. MANHOLE P.P. POWER POLE T.C. TELEPHONE CABINET EX CONTOUR (PER SURVEY) CONNECT TO EX. 6" D.I. WATER 1 — 6" x 8" TAPPING TEE 1 — 8" GATE VALVE NOTES: 1. ON —SITE WATER MAINS TO BE LOCATED IN 15 FOOT EASEMENT TO BE RECORDED AFTER CONSTRUCTION. 2. ON —SITE SANITARY SEWER TO BE LOCATED IN 15 FOOT EASEMENT TO BE RECORDED AFTER CONSTRUCTION. 20 PROPOSED LEGEND: SS'- SANITARY SEWER PIPE O GAS METER COTG CLEAN OUT TO GRADE ■ WATER METER FIRE HYDRANT N GATE VALVE GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. Z-1 seCFIV et) Washington land Design Planning &Engineering PROPOSED DRUG STORE 10700 Meridian Avenue N., Suite 503 RAINIER AVE S. AND SW SUNSET BLVD UTILITY PLAN PC-3 Seattle, WA 98133 (206) 365-9510 FAX (206) 365-0225 RENTON, WASHINGTON S 4, ar-0- ?:? - 0 7_4 TYPE 1 C13 RIM = 34.95 53' BENCH AT EX. E-LEVATIO PRIOR TO 2:1 CUT SLOPE CONNECT TO E_X. WEST MATCH EX. GRADES N AT PROPERTY LINE, i Typ. 01"r, C,8RW=39,79 i,E, 121'' E.vvM5 3 6 42' W.=35 Awf i Y �S jr N 3 W Z, SID ASP H ALI PAVING 1Z (No PIPE,$ r"-ouv',4oj� Z W)AS M(A-i"LET? V/ CONC-, BLOCK SLDG. TYPE I Ca 4'± CONCRETE RETAINING WALL - RIM !M 122 P, J N K-D . .... . 6 JA m . LLJ I CRASS N F 0 < fit pi < SCUPPER Uo 0- CURB, TYP. (D C) fX F 7MR __j �z < (D Cn .0 it 1 < C11 MM='218 x C) < mt i, i, I 2 k f DOUG STORE ft A!.�Ai HALT Co I w 14,000 SF TYPE I CB its ij-' fill;. -ill RIM 356 < -5501 QNSIRUCTION TYPE V—N . OCCUPANC a: I Jji `BUILDING H IG H T 3 04-3 3 FF 6RN= - i E.=26A Z < ,,'EX. ON' SITE STORM V CD TO BE REROUTED V) s. '­4 I SD MH ASP"ALI CONNECT TO 1 f PA V1, N1 E EAST 85 PAMINC; < RAIN LEADER T 4� TO CQN.NEC ­TO­ Mjq. R,%&1=321,47 r i LE� 12" ()T.YP BI ALE f ILL -12" SID J I I I I i,E, 8" I STORY WOOD BLOXG. RJ, I ­44 < Eli. < Z BIOFILTRATION SWALE 4 R M 3 1 ME, 27 N1. 27.2 CID 12 tV z NEW SD MH CONNECT TO EX EAST EA51,4mj,,, W A W 4 e'w 3BM"I" A-1 BIOFILTRATION SWALE J�a S.W. SUNSET BLVD.-.—,-TYPE RIM = 33.7 B, ijE 4. K LE. 12" E. 30,6 L-L 12 UE-310INLIJ 1) 1'. 15 ;UE UAIE: WIFF DRAWN BY: DC PROJECT NO. CHECKED BY: JRG 971511 Y'WA Washington Land Design Planning & Engineering 10700 Meridian Avenue N, Suite 503 32519 0 IST Seattle, WA 98133 IONAL (206) 365-9510 FAX (206) 365-0225 TYPE I CB RIM = 32.5 /A CONNECT TO GRAPHIC SCALE ( IN FEET ) I inch = 20 ft. D RECEIVED JUN 0 4 1997 DEVELOPMENT PLANNING PROPOSED DRUG STORE PRELIMINARY RAINIER AVE S. AND SW SUNSET BLVD GRADING AND DRAINAGE PLAN PG2 RENTON, WASHINGTON Aft - EXPIRES JULY 7, 1998 ,, ld NEW CONCRETE ' f, r , 3 Va,=FFL, EX. PROPERTY UNE RETAINING WALL, TYP. - h .. _. ..... .>•., 3 �,.-Yam,.-..� - _..,.. ,, ,: _ ,n.. .,,, 34 h Z -H f- J 5-4 zz orp .> x L < s f •.r I:. TWO LANE DRIVE ` r f THRU PHAMACY =s ,,, N X �--- FENCED GA OAGt ENCLOSURE x B)" g 4 xORUG STORE< y 1 t e' Se: " 14,000 SF <ti CONSTRUCTION TYPE = V—N d ' �r OCCUPANCY = RETAIL 18 _ 0, M , 31, BUILDING HEIGHT — 3 FF = 36.0 --EX. BUILDING ,TO j, •r r :, BE DEMO HED S i - i ,., n.{,.3' s'd•.f i l { r s : � �` .r. IT L ,yy 25' � fi i L '3. r y — < i�.: S - . - ,, •:r^' '• _ .-.max'+•"'.:. L !{ -L ,t EX,'- HARRIS PL. ,'. R.O.V. TO B F1> ; {f t;, VACATED THROUGH; J /r `-PROJECT., 3 s w S t ^ 7�r T ' -- r NL i 7 =t;. Aw MAIN ENTRANCE / ,_ » , $r 4 L < . ,.. .�4 f ., sue: _• ..< / 1 `!i EI L r A , _ } , } g, VAN 10, Rf Q12 t s \J Y i EX. BUILDING TO LANDSCAPING (TYP) — BE DEMOLISHED S - t f i ( ••d `3 'ft 9 V tF McGEE AUTO SALES 30' —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- N r Yr_ „ �g • '•i f<•' ,a„ -, -,„ ..,...,..,,..a.- /',i dw:,.c:..k� t i'°k...f_....r'_`t -•s.< .s.". st$.d .4, « TO REMAIN000 _.� 9 y `�`��' fi ��f t,r - i..+..c�-�• Cd..,S..F' a`.a w.� .y r i - v '�,-f .._. w-..»^... A'" » �. � ��} �`�� � : � s' r - ,r ' f 1 Y »_„„...._.-cam.,•. _ .- - -- { - - w -10' LANDSCAPE ,-Bt�f1=R< W.. _ _ t w. r er � ff S.VN. S NSET lL w w , M _ METRO a TaP. <» _� - , ,........Y:Y .�n w. S r. '--ATE.-AC C ESS NO. T- DATE T� BYREVISION DESCRIPTION DESIGNED BY: ISSUE DATE: JRG DRAWN 3Y: 5/21 /97 �DC PROJECT NO. CHECKED BY: DJT 971511 Washington Land Design Manning & Engineering 10700 Meridian Avenue N., Suite 503 Seattle, WA 98133 (206) 365-9510 FAX (206) 365-0225 I EX. DRIVEWAY TO BE RELOCATED { ..s i �Ft• &` t _W 4` Z `i4 45 :PROPOSED 5' SIDEWALK {? AT FORMER SW HARRIS PI_. 0 is y�3 Si 9 i j 4� t t t f I — POLE SIGN WITH MANUAL MESSAGE BOARD ;t F tj� �4�y7 p EXISTING r O TRAFFIC SIGNAL } PROPOSED DRAG STORE RAINIER AVE S AND SW SUNSET BLVD RENTON, WASHINGTON SITE PLAN INFORMATION TOTAL PROJECT AREA = 68,300 SF BUILDING SQUARE FOOTAGE DRUGSTORE = 14,000 SF EXISTING BUILDINGS = 15,200 SF (TO BE DEMOLISHED) NET INCREASE _ —1,200 SF LOT COVERAGE PROPOSED BUILDING COVERAGE = 20,5% PARKING MIN. PARKING REQUIRED = 56 SPACES PROPOSED PARKING STANDARD STALLS = 59 SPACES COMPACT STALLS = 0 SPACES HANDICAPPED STALLS = 3 SPACES TOTAL PROJECT PARKING = 62 SPACES STANDARD STALL DIMENSION = 9' x 18, (PLUS 2' OVERHANG) LANDSCAPING PARKING LOT AREA = 20,800 SF (EXCLUDING BLDGS, SIDEWALKS AND PERIMETER BUFFERS) INTERIOR PARKING LOT LANDSCAPING = 2,100 SF OTHER LANDSCAPING = 11,235 SF PARKING LOT LANDSCAPE REQ'MT = 5.0% PARKING LOT LANDSCAPING PROPOSED = 10.0% TOTAL= LANDSCAPING 13,335 SF TOTAL LANDSCAPING COVERAGE = 19.5% BUILDING HEIGHT ALLOWABLE BUILDING HEIGHT = 50 FT. PROPOSED BUILDING HEIGHT = 30 FT. SETBACKS REQUIRED SETBACKS MIN. BUILDING SETBACK = 10 FT. PROPOSED SETBACKS = 40+ FT. SIGNAGE PER CITY OF RENTON CODE NOTES: 1. SEE SHEET PC-3, GRADING AND DRAINAGE PLAN FOR PROPOSED CONTOURS. 2. PARKING STALLS ARE 20 FEET LONG WITH 2 FEET AS LANDSCAPE OR SIDEWALK OVERHANG. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SITE PLAN Rom.- �— j IN 0 4 1997 DEV cIr OF�RF_NTONNING •47•o9b I» sue. ti\ \ LLJ Ci O I o -J - - - - - _ b O sTAr NC E / ----- _C.. --- - - nrin rcc EL WEBS li ?�� 0 Q r _ r/ �`\_ BLAST FE i ! \\ �- lj U t `U U DD ° ;� 58 N �, 59 a 6.0 s,_ a '' TQ ,/ I------- C. T< 6q� 2 ,, U AIRPORT WAY GRAPHIC SCALE 064A 60 ° _ �-� CHURCH �..{/ Q- / Tr 17C '.\ "' CWrflAl nnr•, nr, r,w r �� I ri• Z �I n C21 " sos a ,r (VtY FlrVfTP'VI( I Ec o / l r� �'c -� ` r j j97,0..' 200 0 100 200 400 � -- J, c _--?---- E tl -�. S. "^� 132ND ST. N. 2ND bpiFIRM Q O S T. e v A r rF 7 Ft+ - `' G• yo cc t�A /- ..?ti LZ. G (� Y t6• .SCRvrCC ''� v) 0�/ ioo M1, ,-7: r` S 59 Sri► T/L L /CUM ( IN FEET ) \� t inch = 200 ft. 06�A7c. BURKHE ER 71 245 C 170, v _ - - - a 1 3 O p P,14, 141 y '�'S J,- � c"a - •7 - _ I:' .I \cam P 41 r"c' ,C 1 5 TR ,, \ 5,"o 's -O.C. Q MAP BY KROLL MAP COMPANY 5 4 3 s� �o y $, -7" 6 2 , L,,, ���� p' t,.' n, \�QV `./s3 3 40 o so7 pL -5 'or 5 S SS 6 4 rIA5 O35AG. 7 7r.?_9 70.C. s ,� Tc.30 T.[.'SS rom, T.[,?.• 713 TD.C.o°TOC. TOM70' TO- ! I W O.rlfo 1 1 r.. 3TEE r�o aa7 !_!ze 0.. r Ea, 2 3 4 $ �6 i : 3 3 I01 +12 1,� 15 48' 11),ApC� "Al - o ' r4 ST 77 7 r,[ 36 U.37 :I O.C, 70.C. 7 ^^°�0•c 39 C TL.72 7.D.C. YD.e T[.bt , u, ro.C. 2 51 7-1.40 JI us [ E7 T`D3C.o v to a a 0 a IL.4J �. o o o T[.42 '7. S !• _.S ram. f / c z_ roc 3 Tz.}Q. z , ��-� J z I FRE61HAN ° Pds13 T. 0. C. 0Y o Tc.4S 0 l , \ ® Z °CT•O. S� r. Z O 64 C7 z 3 b `+ /t�q-,c N, n r ,3l o o "[� Off• oo \ ✓ TOO/Y ✓ - e. \ Cr 16 SO OJ a' 1 0 - --\ LAC. \ , V - 8.39 \�. 60 t .. / I1 6 1 1 I (..7S 7 w C „� `----- t�A �� wAs \a RE VA v, ` . c,`�i I t • J r a N ,• 111 I 9 . B . (. i r[�ra Iu I \ �i I I ti lrj �` °° •O o 1�, J �` , N ' I of roc S W I I 9n 9 2 - 13 -- \>' Z� o 9 to /s cn 'd 8 7 h 15 I4 13N2 1 w " I r.D.c ; ro.cTo.c TD.r. roc. To.c- N N T.o.c. brL.n 15 78 2 •7[' 'n.c. � i O N _ 14 Q ,� \'4 � T.L,65 �z:.lau re.2l r.[./o)I i[a7 1 _-�io4.9 -- /O.C. I'1 T.D.C. TD.C. PO I .. __. w �� I ^ v a -- - - '�� 7O C V E. \ \ S. 0.71 c �� C . �p\T4 Q� 96 Nq T[.se 11, Il 7t.Bo I r.r_2s a_�' tS 4s /2 o n . --j� OZSA 0 1 rJ 4I l `` q cai(��(Lp*`y� a 13I14 15 ►6�y 1 I c II �- v ' n I \ 14 S w C./ O `N V�p/ - ~ �.7 TR.4 ` '�� V I P A R K / ri `I _ t9.AG // �- -, VTR\3 c . O \ /9 a4 I % 11 .) 39/.04 _._-_ lCT AI{ \ / r \ r. I I I r �• , .0 V V" o N , ZD. 70C. T.D.G TD-C. I------ r20 'r + I I I T.[18� rLJ7 T.l. /BJ� L 81 `TC.ZJ TL2p aB d IQ o 1 '� I� \ ��' Aso O �q 7 ap 'LL a / ao �_31_L�=i T ! I ti p b I 11 12 • T $ !' , 0 \ ° 19. 6! V A C A 7 E O ,L6 r'7?.5 �72. 70. C. I L------ - - ti / °3 \ \ ')' 13 0 -c: /1 L[ s9 b F TR.S -- I I 3t 9 50 I 1 c� i-------- i > \ \\ 50 " E plq •✓ ` S "I CTOR IA ST s e n7/3 F 2 j I Oy yj (!275,2 ill 95[ gi 9 m `v e /7 \ \ 2 sr7! r REs. k �r �11 qo T I i GS 4ii'' • I •[12f r p c. �° ti 3 b b 3T1.73 1. /S c _ _ ` , 7 AC t ` 6 5 R p ; cT -_ 151 I l b \ I I ��� 0 / �__ •.6. D7 e p � m Cl_ "7" Epi ,52 I b v l /ro I I •jIo ° vJ •a` .,AC cL, ;io �_ ! �IONprEt I r I I \� ! 9 � t19 BRIERE 8 COLASURCO `� ° cl Lu _Ttlt gip_ I > \ "J w 4�7 ➢ I I `� ' \� [ ^� ', 4.) ! ��_6L�'`%-/a/. m oII I-02Ac J W n~RO �� i ¢ Z o r[zs7 94 ` I �• r+ Q p I I ,� 11-_� _��---------'--------- - \ , LV13 soTQS T `- 1 J,f 2 �t.: A v h �\ Z I I i ' r \' I 6°I r 995, _ - - ... ?5 {� 1 S HO D 11S T R I.. _T I 1 [ s 3 c ti tS �I v / LL.25 K �\ \ h �c t r o,Cc I I r S .., ��'; �I .2/q , I\ O A �,,, c ^ SG '�..fQ, '^\ o TFACT7 REn7o/tu I I I 7 R t3 f .S j�/ i r5 vf, c H o/:9 0. i I NO. 4 I I ( , �/ a /Q 4/'y �� -.. v (t�_,�J Q 02 Ac. r (./3q^ t s --- _ 0 c Y /ooAJ L `cs ffi a \ 2/�/p T �� T[.92 �-=r^8 C\ 1 I I f 1^ .� � 7- a.� Q rq ���-;_ �� d� Q r S'�' [� ,:e�i : � /\ ^ o •ir. ` TL. 20,9 ' \ c d5 7 Q93 AC , - J I I6 • / , %i9� �. T2• (�• v Q r � `� t ao .o ^. 130a � t VG � V I I I - e , .$•�'A 0.7 0 AG a ` r� ti W d \ y v I I ` \ , / ` 60 \ I / 2//l�'.ig�/0�ti r'f TT `•` �. \ FU \ 7 i, TL Q TL. _} r 71 ! ____ -__ -_ _'� / 1 Izi •P A R •E� O I S N [_ r 1, r ' c 049 AGI �(J(j zr, - r L \ LLJ 2 I I i SK / v O , ,A M [tJ NICE H •� r h`j '� T m 9I ,z05 134 morEt 9 i Q r C I \`- ?ll co •o T Rfv �� =� t �z�V �` ti SCA ORO ,' Ca '. '\ • `-. 4 !q 11 ° .�J C '• m E'y r / J' �➢ /? //�! ti 9 m „ 3 4� q7' Cl lT ��ep�' _[/�i�- ��.� _ I.I�J >t..s2 'I 9 'b I 3S "=x 14CU �I/ Y it A'1 0 1 1 I I / ` `_' / `,% •v ca 3 4 co `/° C ��`1 , rJ�/J r , .. nrn7 > p p �O/Q /s ` o \ ` J w 8 ,a n • ti �, r� h y, R��j�� �� `' 1.37A( ' T[. !t %�C�}� 60 /os 29��` --- ------------- 1 1 �.- I I 2 r..Y aANR ` `! , w ZJ 6 7 [ . 7d R I r4a f9 ?/,? ' I I 5 A [et �?� ;?so �j is• 6 s 4 $ \ ! c;► �. • �� w �7�"�-�;��`�' �_ ' ,~ z 314 T.l.l3 ) /6 / 1 Z0.75AGI 10 I 2 ! �" ' (S V t T. D. j 1 G FC 0.37A ----- o ' 115 l% 'S14/ / /. L �' ,y T g .L, �j ®.. f-EASE, ,,Nr - 3. $--- -r---.-.-.Q`-- �' K. v ,9 c )/ `� [ g9 � ez 0 -- 0 r t-�,•... T� 3'�� ��^ \/� /v Fj < 6z�¢ v 252 [, Goff L t3) ITcP w209-78 IQ--' �•:.., / TL. //y r �` \lT��C �6 �' 1 i = i� ITY EA ,lE r I `r _ /S "° S c �"�/ -L [6 . ®' `` S.W 2ND L 7.0 J t S .S -- F .. ac. Q9 \`i �,Or ,- F '�• / It ? O CL233 • P $ R p$CC� ,. R b 60 ` i - - �l6 / ` n ca .� Hr . {I) (� �. CrGJ !t1:; -� •., ICE ' ? \� "���/i/ Y - `O 6 O9• ` Aiy r.[ w g-PW209 78 _-- r'� f 1FP PR ' )) ` QGy iJ,r \cc' s �.' !1 t-- % t�12 3 ry y `7 Tt�si 5 iSITE.L93 rL e, j " r'? 1 t 9 o UfO 1// s / -- ci ? ` S�' - ss a W Z2 s[�3� la: R , T®6 r.Jf• /l .� o� .� ! O"• I ��®V V� t S - ------ �t b Z2 .5a�OCY �L.7^be�•� ---J Qe w 220 roc \�T rc4:• g l 215 �,•• v 1 , / T, / 8 [ �[ o ce, > a?.n W o v 7/�^ 50.96Ac. 2c.SO I F�f % S �` l o5 ''3 Q• t� .'C'D •s ¢/oA• . a o'nf l` l ;14�Cl [ ;"l ° ti'/'l �. `� 8 ( ?Cp/(ryd ` %f, 76 7� �ASV i/%' `J b `_ -r-< .Lt���/ /�7i`�„`/-a �� ,8 L 376 �-_ Q•� ��'3 �'s ^i. v/%��/ b 4+�-&F�oO`� ,- ( [ /�R/ �`'ar l3J0 y 13 .� I� loa0•v. _68 1'711 \l ►',' I , Q�Q'Vt _t �97��36 LC /7 awrrae _ �.r;'a .r �w•e_S. ''=7 ti9_•-iE�7-.•h+`j -.-.<2y._ �-ti. I't'`:,>w�' ^��iy'J�./�-?. r a' 2 2t/ , L-1 1 r,I t a t rp . DC °7 O q..wCTLT7[t7OCA.Grycs . 7amN" T�4ti/3S b' Sp J , � sn �11 ry 4 0/ *4Q J0 � `,L'`E.-a `.r • - = _ rL ..,. .7 , '2�- - T I �- -35�-•. ->�1-6- -- j$- o / 2 � e) /b �3p �� l6 \. r � / 6' ;' _ ! � v i� tJ - / ��•/ i6 ,,,..P�a�,o � o p,P ..'42+G'. & � �� O � r3/Q ^ 4• � ; � �\_ ` �� � �'� ( � a / �/J %� /` - cg / �" \ c w � � � / ' `s \2�� SOR£ � � {tom i r - � � ° e � •T l _� i I ' CJ -' - - --- �4 3 1' C `/ ' T f11.� r� J• • "' _ --- - � :.�. 51 gB � r - y � TunERAL i s '-1 �' B' U 1 6 us r / i �,3`.L r99 i \ 237 '44 4G H ME I 0 a I0 0 y O / CA � � ) o I�i• p5�'�CARS 19O _ y. ` /•<:4 ! � r^a ��% y Q' [� 1 !' _� ,° 3 � O / A l.� [It� O 1\ � / � / `°L, J� a / � ��b�. �, �,SE SfAt� s 6ro.5 3RD ST 60 r So s 338 !�' %/�^ 1 \ '�'• 3` ��+ > o o I '! i - �!� _. t° ! „a•K / iP/. J ^L�T ! I - \ ir..�_i� / �.. ,�b y 'qX'...� �� _ Z3 �C. .c ASS q.91 g6A..: r C' 0 0 7 fi I (I f� r - I- - _ �` ., `� � / 'G. � 'sue„ � � /: .. A - ;��No Gt � pv < \� it ,- a �Hu/vr'ir / / r /3 b / / is Oo \ / [ \ \ SQ �{� l + /�� 9i i , .126 SC n j• - x p _ n /Z�/ - ` ♦ <o / + ���/l -!P�\ , \e5 /:� o `I / �r I o39pC L gtPO i e>c` fa" r:3 IS 314 I � j } 32 8 23 \ \ 1 ~ l l l lQ /:'f• - ° 1 .;� R, / l _ �� \ i i' �\ - `.°..� TONf 5 70.C. �•s \" fat 2 5 r ''• -117 Ir ^. 9 _y `, `, ! at 9 E > • . 1 G •,, p i o 3 451 P�0. I sZ_Oc �O31 iI Lc 3c=N 3? - 4 3RD 435 3 3?4 '3 O 10 <rwr tr ,9 V \` �-' b /` O `Yn�. �C , 2 a r �, ' i 0 .'7'9O :l;' \� w'•R� �, c�� 1CCgq Z ,.� /163 g �_ -I 327 335� [ � y`� £s I \b, ��-��: ice/ ,\; - 1'C'I tSC y r.l A��a9 a•1. =i I: - 330 12 3 ILh I 3iI 330 f'� e _-_ C; I Hu4Yy a 1` U 336 13 C1 18 �'- 3 c4/S - ti 1 ' 2 %I O• \' \ t C �o , 336 '--- !1� / [ `l3 \ /6 8 ( 3 9 / /.: ?JI to , Ise I n \ r.t.39 \ \ eyr 7. f.,,' C I ° �* 7 ° ; I I t `V 4 1 _ � \- \ :C� a i50-- •--� � __ Z - - - - � Sao 4 4 T/lj/• [ l 3 4 ` ; l8 /9/ > 6 / c l 3 ',' ( j 0 53 [ ! �s �° 10 12) _ q / I ` o O I b ar {D b p�• ��c O \\ O TC yb p� p \ 50 E0 URS TL.34 I I HENRY H. Ot3/N 491 'u3 . J M = s w _ s v N J L `a '� ;fib (��� ' " " J \\ 6. 8 lOS. 6 v Vi� l \, chi' \\� a \ � OT \` 1 y o S U N P 0 ' N Tj E ` �' ` a� , ss.� s v� it ,� C , ZG �. t \ rc 2CS �So4 c� oC-r > l9 ?0 cl�`/ /0 !7 / ?& �• 2 O \ - �_ \ SOU! Cf E Of HEN- +G K SIN OONAT/ON r `/ /? / o Z 1 rs n b�, �`3 �\ 2��5 �•1 J1 - .,14 S / •� /? J :� /� �l 3 r J 6 rz.lf,�� 0 `t�`' \ Q •\ n •\ Z /'' '` ' _ O d1c tib/ �� 1� r�\� / °I/ ^ /! l lQ 9 [ ! rf/ ° s i ��/ �... ?3543 3It11� -,A { T A u I►,� c�� P I- ' A "� 1rY N I1 0 IYB E J lS 90 /O n 5 ° [� b M H,[ 7 // � O ® � / o�• E' - 2, 0 / /Jr 'V 6 t 3� ` ` � - i - ,7 / �\ l / / / r+, �� V• � ` 11L ' n -� VO ✓ 9 Z 1 ' � OK �I��1 C •� tc5 `'., L �' ,0 3- 2"�I ^`• - L I � •r� it �. 0 20 •2 .�5 _ g, a ro l8 .., �;; vJ• ti -:�`� - ram` /I- '-- '`V \ r eq zt:..� ru'i S81/ 58h f65A L.1. � GJ i0 O- $ 4TH X n T O - I 5�q.. h N & -� pal 6 02. 4 - 19 4 a1 ,-- _ 7 IS 5 7 17 15 5c a2F , � 0 � 1 • _ � '! "c�•2 � ?0 I , �' „ _ _ 4 _ [ s �� . \ -O \ � \ o \ , •\ 0 � ,a � •t32, 9 -1C- - ,,((,,Qq "` ,-� 94��`/ [ j 6 `'� L �ly � T �`,_` ` � TN /_ 4 3 /? ��^ \\ � .� `.\ \\ o T•L 27: Z \\ � g1.3 1 d; ,.• -- __' �-� -r a 70 fi /? �S 3 / �y S 0S `c/ / erg r % %b 3 SEARS 8 ROEBUCK & CO \\ - NS \\ rt.2lc� `\\ \ ` \ PPi t'NG �F 'SI �( .13 =i. h \ i ll -- r 1 I ci i l l _ -J f G 5C '1 \ 1 F /`2PI r -/ i?d \. e \ s 3P r. l [ e z ?o _ 60 UNITS P $ Ty It ` t'Trr���J�' �J / c \�• ..TL244 w 0 F \ Z o\ p4 s1C 7O +l3 PL R ` V ?w ` l t VgCc C 0 i,% �J-f j`TI 31 1.� 53616 \\ w \\ '� c \ \ \ ,' 69 „4� 6 nlC c ` 7r I 13 3 SJ '4'� 9 1 [i t7 i(1 i3. h` c �4� ! • 17 ' I ) 9 e Q' U \ rL.220 •� F�' $O$ERT l . EDWA(t05 a 4rN �' Eo °sFe :a S w \��1 Se.rQ �y ti ,`' 1 7,\ $ .14�5 ��'�� 'h \•, U' 26 - \ �1 \•+ \ i'b. _ 0 \ \ i� \ " 'I'.. ; �c--- .,L= V O-$' IGJ,c �� L` - ,�l=r�• S� c. o �`� �1 7t .1� �� 8 rc{�4' CHICAGO MILWAUKFE ft \N f� '\ �� \� \ " 1 \ \\5/' `+ + Sail L, ` �7i' sd �� 6s , ` , ° • tJ z J / !' ' J K tt9 t" ` \/ . ` S07 `, 6r ST. PAUL R R. 1 1•�.'V'__/ _ _ v C'S'/�q ,e % r [ C7, /0 ;�•� ti \ 'p , ` t �7y . ., ) -C �p �, 6 ram^' .''yam r 464 Ac \ tS5 \ \ \ �06[;9.\ i \r\ 1 i 2 tCr;u C �Y ✓r/ (0 I L53 Iy-� 40 z k �' ,/// •K � _! 'ems �b _-c 4 4 1 `O I Ngsf I 1oa5 3s5 l / /l / h�� } \�� ova\ \\ \\ \\_, \\ \ �_-rz.�si �` ��\ - ,. 5 St=P 5 s. 5~4 2 `3 �� -- - -^ --- - ''rccF L c` `[/ / '� :/ Y V• �1 ( \ I /'� \ \�� --- - \ .1. t 1S C.� g6rYO'J -�.: C ?3 �) Z A �� l l T/'� /. l? If Go \ \ �;,� �� \� _ -� o V. R�� �' r9_soS ! © 3 n :4 3 I J • 9 S ; '/8 v / / �1 A S /' WAR E N G Y \� r. c. U L.. $ AC I f 2� `' ; - ° 18 s-... I " _� - Q 4 l�, N/T ; l J 38 P i:. - �ls I q/ B r CHR15TONAERSON I 0 Cr � 21 5 'i2 " I ;^ 0' I , �-Sz.. 3 15 'L�z]. � �� 19 TL.86 qeoQ CONO�z , !;''d� �C,,r_y ��/ �� P Ld v �/Li16t I_� 9 rt..6s 519 ` - Q !S [�S O Siq (8 0IZ] SO i3 ``c �7 'T !6 78 Io' RA/LROAO /� 7 UT/L /!Y 45lME NT - [ �% -j r o , \ 60 r 9 rl .t.(u '1 1\ _ 1�` ® Il . 53.� _ LQ 5�8 h ` ", C' : �/ r \ �\ Qy�t 'o ^ T 114. " ort'69 37. 60 Lr39 I 5 Id 529 5 0 �$ ' 0 7 c -\ �yr�,-,••yam--�,,1 ``O E \ �' Pa/' ,lnr"'L L[ - - _ j7•- �4 /3 el 414 AG3�*%[./J _ SQ Si IS :35 '3� _ { 15 ] i %3a7 0 L iI 9 : z�==t 91 Ls. /2 Q/ rL 53 �,' A \ 9 9 SS�� - - - - R 166 � !a u �--=� Q � \ c _� � 4 y Q3AC. ' ,� 7 20.4 Q976G 4, ti \ l' t RES , �i 7,[./J7 ' ID- -11- 5�7 I 153 I(1 < l r 6 / f�'ia, UL �' �. _ t�^ _ 3 I , 543 o it d 50 +ell I kl �?7 :t t3R II- I - - - G oNrl Lo \ S� TPA 5 � ao ee v I I J S► 4 1 u. s. c - - - �-'- I. ^fA IA A J 4_b isz�pt-.-r'' �UF�EE o'- `\ LAIN\ TL./S� ,zo 6< 12 3 r.✓c.vT - - - ,e•./ 1 �. TL. !14 hp CO 1.75 !6[L • '_ ' a� 31� dr T.l,180 F S 6TH ST O a .-4S. .. cc.. INU. UH I C Lu I 1ZCVIJIUIV LJL3J jrVr I IUIN Lu` - �r I n17CI(`NI1"n DV. 1 ,..., ,r i 133UL UM I L. JRG DRAWN BY: 5/21/97 DC PROJECT NO. CHECKED BY: QJT 971511 r a a l A 1 . If vvasn'nr®n Lana uestgn Planning & Engineer*ng 10700 Meridian Avenge N., Suite 503 Seattle, WA 96133 (206) 365-9510 FAX. (206) 365-0225 NEIGHBORHOOD EDETAIL MAP I PGO W. gnu J3 ,. RCS PL. SW NPR N0. DATE I BY I REVISION DESCRIPTION DESIGNED BY: WfF DRAWN BY: BF CHECKED BY: JRG ISSUE DATE: 5/20/97 PROJECT N0. 971511 PLANT' SCHEDULE SYMBOL BOTANICAL/COMMON NAME FRAXINUS PENNSYLVANICA 'URBANITE'/ 'URBANITE' ASH 1ilr%LIQUIDAMBAR Ic�lSWEETGLJM SIZE/CONDITION 2-1 /2" CAL., 12'-14' HT., B&B WELL -BRANCHED AND MATCHED SPECIMENS, BRANCHED BETWEEN 5'-6' 2-1 /2" CAL., 12'-14' HT., B&B, WELL -BRANCHED AND MATCHED SPECIMENS, BRANCHED BETWEEN 5'-6'. CERCIDIPHYLLUM JAPONICUM/ 2" CAL., MIN. 10' HT., B&B, SELECT FOR KATSURA COLUMNAR GROWTH HABIT, UPWARD ARCHING BRANCHING. PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LLIYKEN LAUREL c ARBUTUS UNEDO/ STRAWBERRY TREE 'COMPACTA'/ EUONYMUS ALATA DC F# COMPACT WINGED EUONYMUS ;; z l VIBURNUM PLICATUM/ TOMENTOSUM/DOUBLEFILE VIBURNUM `k, "V VIBURNUM TINUS 'SPRING BOUQUET'/ LAURSTINUS COTONEASTER LACTEUS/ PARNEY COTONEASTER COTONEASTER DAMMERI/ BEARBERRY COTONEASTER ROUGH GRASS/ EROSION CONTROL SEEDING HYPERICUM CALYCINUM/ ST. JOHNWORT S 11W SUNSET BLVD. 20 15"-18" HT. & SPR., 36" O.C. TRIANGULAR SPACING, B&B OR CONT. 24"-30" HT. & SPR., 5 GAL. CONT. 30"-36" HT. & SPR., B&B OR CONT. 30"-36" HT., SPR. B&B. 24"-30" HT. AND SPR., B&B, FULL AND DENSE TO BASE @4'-0" O.0 SPACING. 36" HT. AND SPR., B&B. FULL AND DENSE TO BASE @4'-0" O.C. SPACING. 4" CONT. @ 30" O.C. TRIANGULAR SPACING. 4" CONT. @ 30" O.C. TRIANGULAR SPACING. GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 Washington Land Design Planning &Engineering PROPOSED DRUG STORE 10700Meridian Avenue N.,Suite 503 RAINIER AVE S. AND S.W. SUNSET BLVD PRELIMINARY LANDSCAPE PLAN L-1 Seattle, WA 98133 (206) 365-9510 FAX (206) 365-0225 RENTON, WASHINGTON SR,ECF-9�-0�6 n E d Ln n 00 �r 0 m I M I I to r- i n m i d U i q 45 _ 43 42 ' 1 - 40 - 4 - !_ S88'12'23" 3e -- o__i 246.33' -- ! ! �' 1 I , C.B. RIM=39.79 rriii„ I.E. 12" E.=36.5 /r /r7 I.E. 12" W.=35.6 1� ` rrrr .r- N14'35'13"W 11.70' c / TCP.0.B. ASPHALT j PAVING #60 1-STORY WOOD BLDG. #215 - MIDAS MUFFLER 2-STORY CONC. BLOCK BLDG. i l I I I I I I I C.B. RIM=33.89 I.E. (NO PIPES FOUND) C.B. RIM=34.30,! --�L1 i3.0 - - - I.E.=32.8 - - - --- - CONC. WALHC _ SD _ \�� _ SD ` ri SD ' = SD = -- SS ` C.B. RIM=33.20 r ss I.E. 12" N.=3L.7 4 "" _ ss B. RIM=33.20 I _- 3 _ �� I.E. 12" W.=30.6 I.E. 12" S.Ec=32.6 " ! S _ SS - SS C.B. RIM=33.93 I.E. 12" W.=30.6 I.E. 12" E.=30.6 ' I.E. 12" W.=31,t--'_ I.E. 12" E.=30.6 \ �� � ��•\ ; , — C.B. RIM=34.50 I.E.OADWAY E. 12';F.=31.1 CONC. _�___.--------'- • "- I /,'� , I ,, i ��S.S. M.H. I.E. 12" W.=31.4 � RJM-34.68 I.E. 12" E.=31.3 I.E.=29.1 -` S.W. SUNSET BLVD. 11 C/L CURVE DATA A = 37*21'19" R = 955.00' L = 622.63' Engineering DESIGNED e Planning Surveying DRAWN wILLIAMSON Penhallegon Associates Consulting Engineers, Inc_. PLAT CHK SYM REVISION DAT I BY APP'D 750 SIXTH STREET SOUTH KIRKLAND, WA 98033 (206) 827-2014 I I I C I I I I 3 0 Q � I I PT C.B. RIM=32.28 I.E. 8" N.E.=29.8 I.E. 12" S.=29.4 I I }" C.B.I RIM=31.91 I.E. 12" W.=29.9 S. S. M.H. RIM=32.49 I I.E. 12" N.=24.9 I.E. 12" N.=25.1 DATE 5/23/97 SCALE 1 " = 20' SURVEY TEAM D.B./B.F. FIELD BOOK 136 & ELECTRONIC CPU FILE :\7561-SIR V RECORD LEGAL DESCRIPTION: PARCEL A: 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 the State Highway No 5 with the southerly line of Cedar River pipe line railway which point cf intersection is 2661.62 feet east and 16.80 feet north of the west 1/4 corner of said section; Thence South 02 degrees 18' 49" West along said westerly line 180.30 feet; Thence North 89 degrees 51' 11" West parallel with the southerly line of Cedar River pipe line railway 162.79 feet to the TRUE POINT OF BEGINNING; Thence North 89 degrees 51' 11" West parallel with said southerly line 85.58 feet to a point which is South 89 degrees 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 degrees 59' 49" West 192.57 feet to the northerly line of Langston County Road (S. 136th St. and S.W. Harris PI.); Thence North 73 degrees 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 Suns,-t Highway, 180.3 feet southerly from the intersection of the south boundary of Lhe 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 degrees 00' 11" East 120 feet; Thence South 12 degrees 59' 49" West 60 feet to the TRUE POINT OF BEGINNING; Thence South 12 degrees 59' 49" West 55.30 feet to the northerly line of S.W. Harris Place; Thence North 73 degrees 49' 19" East along said northerly line, 10.00 feet; Thence North 12 degrees 59' 49" East to a point on a line that bears North 73 degrees 49' 19" East from said TRUE POINT OF BEGINNING; Thence South 73 degrees 49' 19" West 10.00 feet to the TRUE POINT OF BEGINNING. PARCEL B: 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 degrees 51'11" West parallel with the southerly line of Cedar River pipe line right-of-way 248.39 feet, more or less, to a point South 89 degrees 51' 11" East 125.04 feet of the easterly line of the old county road (91st Avenue South); Thence South 12 degrees 59' 49" West 192.67 feet to the north line of Langston County Road (South 136th Street); Thence North 73 degrees 40' 45" East along said north line .45.64 feet to a point of curve; Thence along the arc of a curve to the left having a radius of 65 feet a NOTES: MERIDIAN: N.A.D. 83/91; PER CITY OF RENTON CONTROL POINTS #1056, AND 0884 DATUM: N.A.V.D. 88; PER CITY OF RENTON CONTROL B.M. 0884, ELEV.=31.64 SITE AREA: TOTAL = 68,433 SQ. FT. ( 1.57 ACRES ) TITLE REPORT: THIS SURVEY WAS CONDUCTED WITH THE USE' OF TRANSNATION TITLE INSURANCE COMPANY POLICY NO. 866267 (PARCEL A), DATED FEB. 28, 1997 AT 8:00 A.M. AND 866328 (PARCEL B), DATED MARCH 14, 1997, AT 8:00 A.M., AND 866357 (PARCEL C) DATED MARCH 27, 1997 AT 8:00 A.M. FLOOD ZONE DESIGNATION: ENTIRE PARCEL LIES WITHIN ZONE "X" AS DESIGNATED BY F.E.M.A. FLOOD INSURANCE RATE MAPS NO. 53033CO977 F EFFECTIVE DATE 5/16/1995. ZONING: SETBACKS ARE 10' MIN. FRONT YARD WHICH MAY BE REDUCED TO 0 BY PLANNING REVIEW. NO OTHER SET BACKS REQUIRED PER CITY OF RENTON COMMUNITY PLANNING DIV. REFERENCE SURVEYS USED: RECORD OF SURVEY BY KENNETH OYLER IN VOL 35, P. 53 REC. #8302249006. RECORD OF SURVEY BY ARTHUR HITCHINGS IN VOL. 14, P. 265 REC. #7810049011. CERTIFICATION: N WATER VALVE FOUND CASED MONUMENT -V- HYDRANT ED WATER METER SET 5/8" IRON REBAR W/ YELLOW 0 0 MANHOLES (SS/SD) PLASTIC CAP STAMPED L.S. #11691 ❑ CB UNLESS OTHERWISE STATED. -4 POWER/UTILITY POLE E-- GUY ANCHOR - CENTER LINES PROPERTY LINES F POWER TRANSFORMER RIGHT-OF-WAY LINES © MT POWER/TELEPHONE VAULT -- DITCH LINES/ FLOW ❑ TELEPHONE/TV RISER W WATER LINE 0 GAS VALVE SS SANITARY SEWER LINE SD STORM DRAIN LINE ¢-- STREET LIGHT G GAS LINE SPOT ELEVATION UGP— UNDERGROUND POWER LINES n SIGN UGT UNDERGROUND TELE. LINES o MAILBOX o CHAIN LINK FENCE CDC( Q ROCKERY x WIRE FENCE ❑ WOOD FENCE 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. PARCEL C: 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 pipe line right-of-way with the old west line of Sunset Highway, said point being also 372 feet south and 6.2 feet east of the center of said Section 18; Thence South 02 degrees 13' 00" West 38 feet; Thence South 74 degrees 50' 00" 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 of 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 King, State of Washington. NONE THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND P.A.C.E., INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THE INITIAL CONTROL SURVEY AND THROUGH OUT THE CONSTRUCTION PHASE UNLESS OTHERWISE NOTED. A 2" GEODIMETER 400 SERIES INSTRUMENT WAS UTILIZED TO PERFORM ALL ANGULAR AND LINEAR MEASUREMENTS, UNLESS OTHERWISE NOTED. TRAVERSE CLOSURES WERE BETTER THAN 1:15,000. UNPLOTABLE EASEMENTS PER ABOVE TITLE REPORT: 1. EASEMENT TO PACIFIC TELEPHONE AND TELEGRAPH CO. RECORDING NO. 1731515. 3. EASEMENT TO PUGET SOUND POWER AND LIGHT CO. RECORDING NO. 8010160469, 6. EASEMENT TO THE TRACTS AND OUTPARCELS, RECORDING NO. 9605071277. The undersigned hereby certifies to Wal-Mart Stores, Inc. its successors and assigns, and Chicago Title Company, its successors and assigns, that (1) the surrey (the "survey") to which this certificate is attached, was prepared by the undersigned, a registered professional land surveyor, was actually made by instrument survey upon the ground; (II) the survey and the information, including bearings and dimensions shown therein including, without liriltation, all set back and yard lines, are correct; (III) the size, location and buildings, structures and improvements are as shown; (IV) said buildings, structures and improvements constitute all cf the improvements on said premises and all are within the boundary lines of the property (or cl-arly indicated otherwise on the survey); (V) no violations of zoning ordinances, restriction or other •ules and regulation exist with reference to the location of said buildings, structures and improvements; (VI) based upon a careful physical inspection of the premises, there are no ecsements or rights -of -way, encroachments by improvements located on adjacent property, or uses affecting this property or easement areas existing for the benefit of land appurtenan. to this property unless clearly indicated otherwise on the survey; (VII) there are not encroachments by any of the improvements located on the premises onto adjacent property or onto easement areas unless clearly indicated on the survey; (Vill) the survey indicates all utility services requiree for the operations of the premises which enter the premises through public streets, or shows the point of entry and location of any utilities which pass through or are located on adjoining Ian<; (IX) the premises have access to public roads, a dedicated public way; (X) the survey shows the location and direction of all storm drainage systems for collection and disposal of all roof ant surface drainage; (XI) any discharge into streams, rivers or other conveyance system is shown (In the survey, (XII) (Unless clearly indicated otherwise on the survey) the parcel described her!in does not lie within any flood hazard areas in accordance with the document entitled "Departmert of Housing and Urban Development, S. Federal Insurance Administration Special Flood Hazard Area Maps." (XIII this survey is made in O ..... H•.1't� accordance with the "Minimum Standard Detail Requirements for Land Title Surveys jointly 'pF WAS r•.C'� established and adopted by ALTA and ACSM in 1992. Registered Professional Land Surveyor in the State of .,����, Land Surveyor No.11691 _ 11691 ORDON S. RECTOR DATE 1997 AL LAND OEVELOPMEN7. P M EXPIRES v s PORTION OF: N.E. 1/4, S.W. 1/4, SECTION 18, T. 23N., R. 5E., W.M. CITY0 LAN Nc. RENTOAj BOUNDARY & TOPOGRAPHIC SURVEY JOB NUMBER FOR 97561.00 WASHINGTON LAND DESIGN RENTON SITE 6A. ECIF.g 7`03 to[ SHEET OF 1 a Uj t t MIDAS 246't i' EX. ROCKERY TO REMAIN - i .PARKING DATA: STANDARD STALLS (9'x 20') = 56 STALLS (� r 1 , 46 -� t NEW 4'-S't CONCRETE RETAINING WALL N FIVE -CAR STACKING, MIN. N �t- TRUCK ROUTE un HANDICAPPED STALLS - 4 STALLS f' lop — TOTAL - 60 STALLS , 103' AS METER OVERHEAD CANOPY TO ' CENTER ISLAND SITE SUMMA:RECYCLE/ RYGARBAGE TWO-LANE DRIVE .: •-.. LJ ENCLOSURE THRU PHARMACY ZONING = ARTERIAL COMMERCIAL_ CA) � =' � EX. BILLBOARD TO BE REMOVED LOT SIZE = 68,305t S.F. (1.6f AC) �7 LANDSCAPE AREA = 13,851f S.F. (20%) •4 IMPERVIOUS SURFACE = 54,454f S.F. (80%) PROPOSED DRUG STORE 1 . . NEW 8' TO 10' AREA = APPROX. 14,000 S.F. A NOTES CONCRETE RETAINING CONSTRUCTION TYPE: V-N SPRINKLERED l WALL BUILDING HEIGHT = 30 FT. 14 - 1. NO WETLANDS, STREAMS OR LAKES PRESENT ON -SITE. 6 FIRE TRUCK LOADING/ 25' f.. FDC - DELIVERY SW HARRIS PL TO BE r. 2. SITE SLOPES GENTLY TO CORNER. VACATED THROUGH • FIRE DEPT. DDCV & FIRE SPRINKLER € k PROJECT SITE. CONNECTION ASSEMBLY INSIDE BUILDING _ 3. SANITARY SEWER IN S.W. HARRIS PL R.O.W. TO �'�� BE ROU fED TO S.W. SUNSET BLVD IN NEW EASEMENT. —UNDERGROUND POWER & J Q , TELEPHONE AS PROVIDED :• NEW ON -SITE BY UTILITY COMPANIES. • -.w _" FIRE HYDRANT = -- --- �` SS TO CONNECT "TO w NEW SS MANHOLE BUILDING Q ENTRANCE Y CQVI=RE-D WALKWAY VACAN I OFFICE J ILI ANDS'. NDS ING / NEW SANITARY SEWER 9 - CONNECTION TO 00 REPLACE EX. SSAe THROUGH SITE. �f r� f EX. ACCESS a - .,. TO REMAIN i 30' ----gum ;yst... • . , w. r . .. •�t—„�..�,,....... lit/ ` 41 EXISTING SIGNAL FULL ACCESS o;�. DRIVEWAY + 3 FH ' --NEW FIRE HYDRANT f I 5, � a � € ` W > I Q zI J Q Q - cc r - , o ! I F= ° � I H o NEW SIDEWALK, I C14 m CURB & GUTTERS AT VACATED SW HARRIS PL CONNECTION t I � i f I RELOCATE SW IHARRIS PL .' SIRE HYDRANT of i ' � I • UNDERGROUND STORMW ?TER DETENTION PIPE PER KING COUNTY ISTORM WATER MANUAL CONTROL STRUCTURE M c G E E AUTO SALES E S GAS TO CONNECT i _ EX. METROSTORMWATER TO DISCHARGE ° n NO. I DATE I BY I REVISION DESCRIPTION BUS STOP „ TO EX. IN SUNSET BLVD. TO REMAIN RIGHT TURN IN/ CONNECT TO RIGHT TURN OUT ONLY EX. 16" WATER C IN RAINIER CONNECT TO EX. SS IN SUNSET _-- DESIGNED BY: ISSUE DATE: JRG DRAWN BY: 4/11/97 WFF PROJECT N0. CHECKED BY: DJT 971511 SUNSET BLVD. (S. 3rd 5 i J (51% LANES) _ Washington Land Design Planning & Engineering 10700 Meridian Avenue N., Suite 503 Seattle, WA 98133 (206) 365-9510 FAX (206) 365-0225 TO CITY STORM LINE IN SUNSET BLVD. EXISTING SIDEWALK, CURB & GUTTER ALONG FRONTAGE TO REMAIN, TYP. PRELIMINARY SITE PLAN i EXISTING SIGNAL GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. PROPOSED DRUG STORE NWC RAINIER AVE S AND SW SUNSET RENTON, WASHINGTON Sq, 0 PC-1 c?7 -074 VICINITY MAP 7IM" ? 1L3 1K, ` OSA ` { ,C[.110 PROPOSED DRUG STORE NWC RAINIER AVE S. AND SW SUNSET BLVD RENTON, WA S4 TI. GRAPHIC SCALE i 2� %0 0 100 200 400 ( IN FEET ) I 1 inch = 200 ft. lW _ MAP BY KROLL MAP COMPANY i� CO i -13z 9 a S i 13 -56 205 a a RQ gNGSTR q ® * r�7 UA S U�N P OeAr E �Ntl W IU W 0 RA G' c 0 I - '' C A L ! _ _ I -- _ U I I 1 I I 1 v 3 1 , rL i \\ `\ ! I L S3 , 7 i FRCLNrt /4d z Z 45 - 3 3 \ ��� S 6 18 1`3 `D N -=�i_ -� --- I _ 311 �' p 1 , \\ \ \` ��_ r t Q 1 36 Ar- 3c 24 -� — - //o ), — N.— //SO V4\� - -AD 1[U7 t;J •/ �' I / \hoc°r .... 1 1 TY �-3 RD ST. 79.33 ----t---� - c, "J �' i �- \ "� O PEINTONr2'07 Ld Ld 2 �) __ ® LLJ �.� 1 Q �t z �I�. 71 mac/ ,NN W I , \o p Q StR ' 112 3 4 �� W --Y �[ �I /33J4 - - - S TA 1 1 1 \ \ \ • _ - ` 1 � f.fCHI CI NTER I I � �\ �♦ \� 01-j tip► 21 I - Q 4 .� (�' J 1 1 NATEP Of PI so./3 ' 2❑5 ~ .a d - - - -- --- Q 1 ( I 1 _I I ��,,• ` t \` s oPs S bl �^ ,� I -�,a •` » f 17 L,__-_�-- 11 11I-lUD,\200 `1,r�_NO 37 - R H BNORYOF -FNRY, H. T.OCNAT/ON CL6 4- E- f- V t'-TtEPr��B 2 5 - -- - - .-i'' \ !^ \\ 19 � 1 sN.W. 2ND s ��— Lu J 'r Q I ` O v ^ SfPv•CEC MC.I LIJ0 I J ----- - J - --- _ -� V srAr[ - �� BCAS7 fE 4C Co V ~ •�.� y ✓ Q V.O S I- Q l i'�' 62 Oq/ - _ - - _ - / , I _ - - - _ - - _ - - - - _ [PO 77 , Z [. x to / ---- ," -- >a >/ �o o WAY a 'pi �-� 411�60 Z6v .. �. - i l _ 1 c-, 1 CHURCH - :; ,� - ; �� °� A / RPOR T �? °° • �, , NTON CGRPGR e �! 1 T u° _ `�___i_ V E S. N(J- q 132ND ST. D N. ST IVD v A r Ffit o- - ��� o ' •� / •a Sy rL Z� f� q � cs UMMIMu- ro L�. 1 1231 spm1 ? Q r7 G ,6• s[Rvfcc INIZ r• 1,,, P p A I .OS 59 Ap "I / Val S. T/ L L / CU" 1 1 0 ° �, a� " / JOHN A Q V 2 00 \ ° / 0.65 Ac. - - - w''` 1—�� Q / 7L.237 BURKHE ER '3 Sii. ro 95. 16-O. C. Q �30 0 S w "V/C 13TORIgza SST, S w Tr - - vu - 0 /33,Ot J.S 101 -. 5 S ss ttA5 fi?-9 7,v Tt.'SS TL.[7f: 171311 O35AG. TD.C.` 7.DC. 70[71 70CI TO. 6 4 ` ' 1 7 D. s 8 0.46 AC I � 3 — • /P7 Qi N h I 2 3 CIO I- •� 4 �6 I I'9T I • t�Kfn� lv, pt3- (� ,n n✓i ; 3 3 IOv;�I APD H ST -' _...1 ,7 ) Lt.16 U.17 7 . 7[ 11 T.l 19 r.[.72 7. 0. 70.0 7.0[4�, TO.f. 2 51 7.L.40 - -- i 'O.f. 7OX, c C. W ul • t1i a o14 ♦ o (_J nJ I O -- ,r IS ,- '� -S 7- / 3 r1, r.[.yQ �tl-3 z -- 1 = FRE6I4HANCOCK o pus i 13 T. 0. C. $ 71.45 Q' Q N I 1 I I Aft 1 `71.59 Z \ \ VAC. tZa 00 64 t.ih Z _r 1-1 r T [1/ `•,$ S. TOBIN Si` ;, 76,. )S� s • 4 S.)92` Q \� o t0 , :(6� 7z6 ,, J I, 91A Jo a - oC I [Z) .C. \� WAS \`� Rf CAA VA .� N - ! f 1 ul l ram%'[ [ I rlrb .� IL(� C ^ TOc' . n 11��(Ra'11 I ' 7°f C [6 T! [1 �h � � 1 i ' I _ °T[. is 7.0C:o ' ~TD.C'M TO.C. TO.C. T.D.C. Tv.0 f sG,p J 'd I 8 7 6 5 I d 3 2 I ;; I T.1;65 I I I`T:.la .[ Ta2/ rc[oll T. el '^ -[_'27-....__ �d a ,na "is h iii31 Is �Q \t, rD.c. I 1 ) 0,C iTO.C• 0 I I I _ _ - ui Sl ^ 74 /q rl.6D 1 I 7.L.g0 7.[.14 I I I I 1 - -'?P .L. w v >i 7[.•? �I O4 70C J �I Q i \ c JO\ P'r 96 I{`�- ---- �-�1� y ) 02SA,- y U t/J e Too w c) ^13: 14 15 16` - - --I --- --t"-- -----I n r0(G I 88 Toc B7 4 ' P A R K[ u j �z I h �,�y �• _ TR.4 \1` 1 �11Att frhw TO.C. 7v.C. 1 I r L[ D. (------ -i II /�rv) I I p < 70 'oJ7'jt_ ; 7.118J T.L.S7 T.L./gp'TL /8r ZL.Zi 1� 7 t 7L7.C. ------ ' \ o U H VA C A T E D 7 .6 + 7Z6 < 77, ' I Fy 49 SO �: JI T[ •fe b TR.S s 6 I I ti ti , 12 s`r 1j1 951 96 rot 1'ICTORIA ST. Rts �B� An-7[3 2 I I is *tf2f z°c. Q -[ BO '� �► O' {/ J •94P I I �,C. �' 1 i T. L 73 9 E I I do 0 1 _ 151 � ❑ I10 s Q � w� ' I i y 7- r. �_ I � ss f10 r o I I \� 9 9 12 0 54 I \ -p \ _Lf 7�[�s / ' ' scHo u �['s -rR cT I I -7 +�1�.► - _ C SO I q ACT Af N70N V I ' I 1 \ 13 No. 4� I I� --- - - I-�.A 4 I1 6 17 a 16 ' Q.:7/ \\ W 9-P� I I L� I 1 I I.r PA RS/t/N6 9 MOTEL y- Q , G` h `• /� I ( 4 f-. a_f1= 1 134 / / 7 7 �� O - 84 13 ; yS r� x 14 / u 2 s '( " T.L. J At, 60• �-1.•.w,_�� I- , I 1 1 I I 2 i SAv DNA Q t1 I O i rl a _. A 7 J �67 /Jf 7a R� / �4d[91 J , 2,� /6 - - - ------------[ i I ' 20.75lly. T.L./3 ° T1.�}0 E A S f ♦r E h s-T— i -7- 1_ . A _ ` - - --°2'�'�,` SECT t<a s_ S1 = L _ i _ ^`e" •v`- w _ _ - - '� 9 ,p �6 If. SEC. et 0 GT%7o [R7 4 'r1 < 4oI L. h p�1+KI 10' (/� I 1014 (2 [ I7J F 0 , Iyrl/^� ii!:ii r[ P W209-78 �((�'�����(5_(,�!/!_" 1 ,..7c.Lty r �F o, j 'f.. .lir'Tl JA •�i�`C „ t 4 5S C. 9 , Q rl, 2 cre �.: �,�`-; a is , r2 0� M� 3 Tc tI.3 LL---Q�'o Q, �[ itP i !` 4.o�E'JO I// t"S `� �G`h, 3' �- [.II I 40. - t 6 1 --tom- 3 �b roc �% O 4„ i ♦ ' ! ss S ' ®6 Llg C. ^2 z2 .!;6 tCy 7,[.7/ L .-.---J It 0.96A,.`• 220 T[.S4 /C ii� t(�• a .�L� 4 Zlj ,.265 _ Asz.nl o Via_ ��n,9 t T ~7Ac. 1 /, Is ' 30' ��` T q A - - - - - ' S 16 �tI�1�L.e a r C `rcc f�� .r• ;, 1 �~� {.` ��' /,, i � r! t•+ 4 A: -l_ - 1' .7�i � 1 `�'1 ` � �r1 _ � w . �1.. � , 1 _ ►meµ :77h[ -`T n/. y �� •I#/.,vo L� 4.�,- • �� �11 �l � _ �:'�; I �- 3_5 �.-. ► -. S.W. 1S [�' o y . „�s• ' 240!s 42�Y . I -}- 2 ' e .,. . ' ^• , 1�� ✓' '� 8 P�' �u 6r LN 7''I `� V ♦` , 5� o *� ,�.. [.:S —Tr.. I f 61EJ ' r �/? x y. �O� I , I 2 o/ t [S 1 I1ARR �AG'. 1 M 1 050 - �• 4 44 H J /I 1 S - - ,ate • S[4' L T ` �"- J//- ►" -` - -3 4 'y 9 T( fuNfRA, , 04M! '6p'- 7 94s wy 7 _ '. p S - 3RD ST• so S I I JL EANK t0`�'\6 ^• (f1 CE rI S5."4q.91A � . - - 1- E d 311 VIi rl 'J� j111 3'., 7 ? 11 ] - --•�` IS �• r S { - \ p 39 Ac. f I C j CO �-J ' • �'..._T;� •� ESTON�,S T[�0/ �°' 4 57 4 _ • ' �� M3 :.^• 9 ' _!' 3{6 9 �LliuRr3tlg 5 •3 _ tLAo f I S6 - - - OT aE�//j sgS 6C 3R0 �� it ;25 3L4 k_ �� ��, 1�1 3 2O 10 21 �t�1$- I 323 `•llj�u tC[�o Z Is .. 5 I614, 3s4 .3 A I 20'��y� 326 -11 I 3 7 K �:'. !I j^9 324: 70 1 TI �.� a X -, C' I v I Ise ,. a a9 C,. ' z i !9 330 12 - 31 lip 1 332 z. =— I N �ti ✓ 5� 331 330 - . jZQ 19 o g 91. t t}7 0 3 h �7 n NulEt[{ f�_ I.� g �5 336 1 3s 3 336 \ 1 c \ \ I 16 � ro I 336 I --- -T{ 114 1 b ,OC $ 4TH� �' e[►� ([/N•c S/. b Stpt,O+ T NKIPARo 4 I t ^ VVV 7 �• 7, zza , .J y Ic P r SOU/ C'qt.E Of HEN° K BIN DONA7/ONi C A/M N° J7 -ft..-- \ G 0V t. Lot 16 ; -� 19In.5. �2. I[ 4 60 A •+ < L �-4 sell sea 2 6 so a0 #�s 3 967Ac. : a321 Aj [s „w A►LROA0� t.16a 519 1� _.. 7 S ,J H 4g 5 2 Q [ {S SA,F�F-49-O?b