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Home My WebLink AboutLarge Format8 OWW-L 3-z3-� RENTON6.16 �p0 96 0 7. ��' �' 014 Ac. 1.12 Ac. 016')y=-=--=- �I O \ 96 O p _ � • � 0 5 0,50Ac a5 3 V Y.50 Ac. 3,51 Ac. - ti a,. m 1 e4l 4 5 a S 457.2.2 tg�'; r i S 160.15 160.i4 60. a.°7 26Wo I7z.56 I6 ? P, -487 0.5 Ac. o �3008 2 7 88.5$ {2� r03 j- �^ ^a q az26 Its 15 +4606 91 (2) (3) 112,56 O c! �, ui2 (3) 84 25 .:4. to 23 9Z1 55 2 i35,77 A es �, AW5 ,seat 60 0,23Ac.0,2? I1 (4) 1 T60 IQ dti 22 a 1 I �t C rat T C. 1.18 C. A oc 30,I y 1 RE, 9 Lt4! H a i t 44,82 5 1.5 0 80.7J 96.05 8d 0� 87 A (t5) :1, `!P"(ia99 21 N. 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N 10:. 20TH OT.as ,. � b� m o 1' W9 0 1.1 0 13167 1 129 9T_ I . 947 259 5.7I9.n ,.,6 �II••..,.,r 1264 238 u edt $4t 3 o'vo 5 6 7 9 1 65 1 ® -17 1� 303 $0! g t1 205 N IDS. �. c7 7I.30 , w (� 246 u,� 260 26► x fi 263 259 92 8 W 7 6 5 4 3 2 I 302 R 9S99i s t 7Q 1212 usz +g o 1 244 243 242 241 204 r <4,45 I6.a so 245. - 262 240 Ir ' 9 UJ y N.E 19TH woM Avr. 303 „+ •, 0 c5 77 9 0 203- .n S is n 4i67 636; 60 Eh.11 I r$.4G car p (4) �„ N. E. 20T ST. � T A � � � �__ C� R >»Ze� sRrz, .r 304 a 7 , 202 ; 39 I - a as G l l R 7c. 40' 41 42 43 sz --1s0 ` a, g t31 _ o 5 45.51 '29 Z al 04 305 18 306� 307 308 309 310 311 312 3V3 314 tx 201 R 38 32 sr 06 i00Q3TT t 9 nx lac+ too.o 12 U 4r 4i� 31 r I12 0 106 105 �, I 102 101 100 99 98 ! 39r • to 37 T 33 4z 30g ® v� '�'�j 60 100 1.3�9�� $ 5 sd • ` i07 .v 7 ` yq i - [9rH 35 uj S T 50 36- ' i08 'o •3r � of 7 ,�� 1411 �.� ,� ,�, � �• S:'`� 24 I &P V- s ,N 95 s °� so 61s 4 82 7 " /r N. E >? �, A 87 s, " 3 15 �fi I. ti I ," �• t b �scr . SD �r S156 ; 7G 6565 41 31 e�p8gg yq 67 'It4! L 16 17 18 19 20= 21 22 23 1 `, %" 4 /i �33 F 7 68 65.17 7 . ,r: ! a� p 7R.6 s 7R,ro' �� 4 O JOSE: p 1py� 17 ? �A '�/ T • 9 F i 92 ro xz T 7 �• 4 ' �►� & Ag'. �D i I I 09 L2) 18 119 _ 92 3 la ve A - -?in WH MAN eY S $ 4C § P toa s 74 6_2b9 °a7 e - $0,007 1 v t & N.E. 17TN �,`� ST. 'u S.E. 107TH PL. 1 r., t sx 70 SL -. -IJI.9 - s � O �r� , E �'�j_ '°I 2 3 4 5 6 T 8$ 9 10 _ 11 12 13 14 I a!6 S 17 _ 4; !tt^ g ti S d p3 Z r 9 70 88 211.37 + 1 . 90 254.3, 140 REIYTON 3°=8 '-CDR 10 L I M I T I13.35 I��2 � (C) �;, b_21Ac, � I_.J.�t CD ,--. �`'�-� (, (2) l23 n3oz t34oz ! I S.Q. 89.87 uarrr s:•' a (B} (Alai I' 26 Ic t 1 j i B6 I Rr 0 ,- Z DL t I: �I ( I ) - [[ f22 {ist 1 P t- t L1.2 bM1 ui s1 2il.04®C q2 Aa 0on so ID W c I;. S.P. 052 88 �u�p r2r a 0.2 C iJ.29 Ac. 0.41 �.� �-� I -' �I ��'bY ,Z 11 . 113.64 113.6 + 1 y loot .a ! t 4 a s I C2 ir--•,v-G j , Z <p �R E TON �""' ! ; �:41 ; !_ t �� F � ��ti 4 N ;,,�r� s ;✓/`° � , ..g.� � °� - er.sr o f! f I o k © 443 i- i -+lh i ` :� i• I I l 2 d1 _ J COURT APARrMfNrs Li j t (1) -- -we�A GONAa nsK $l. �rr,J , j� `7 �+ �' z6z 1 I°J `'�'� TAeO I 1 P.3307�k ! 3403. f Ir (, . LIf ro340.03 gr 33i.42 105 235.03 :�• rj L c� R 1 ai.- APARTMENT ' f S.P.I i 6 - 80 50CENTRAL st,, '�,1 ��LJ--r AA I� D ►�� ; �.'•� I HIGHLANDS PLAZA I i V I AMENDED BINDING SITE PLAN I- I -a > 11,'J 5 AC. 9 Q NE. 10.45 a 65AD ( g 1 wgl2$� W J I sl [ s I ...) wao9 5a as IN 1.10 12 > ^ f2 tt] r ci x m 12 80 !20 11 1 uo v s1 9 N,E, 18TH 5T, „p� N. E. 18TH PL. �4.251� oo �j �3 j+3 � 26 25 i 28 5A3 Sr At�4 �22 At 7 TR. A 55 'rEC.' .5 E. ATLAS OF SEATTLE LEGEND PLEAS£ NOT£. Kroll Atlas Pages are revlsad at least onu a yecr Wtth ngcrd to plate, RAILROAD! short plate, condominiums and corporate limits. Addressing and st•uctural Informotlon is PAVI N G ugdafed less frequently, This map le oopyrlgMod In both form and content, Nproductlon B U I LD I N G Q K R O L L MAP COMPANY, S N C •, S E AT T LE In lrhole or In part, or transferring Into digltdt krm, is prohiblted by law, MOUSE NUMBER SCALE. 1 1N.= 200 FT. COPYRIGHT KROLL MAP COMPANY, INC. Copyright 2001, Kroll Mop Company, Inc, -,oaths. %shtnglon, All rights reserved. COUNTY TAX LOT NO. O DEVELOPMENT PLANNING OiTY OF RENTON MAR 2 6 2003 RECEIVED 00 N 1 I Y o �1' 2 l N z 0 4i w 3 V) I CL z CL CL IZ Q � J Q O U Qza l _=J m W � � z o 2 OO � 4 W U fY Z o Z o ry U LJ L.i.l oc F-- W Q a rn w a �M __. a < p a' z N z 'n Ui � II J N U N x T 8 8 � I C}]. yj en N p (9 w O 2 0 0 X x U O � o 0. Q w Q x x m z O w O w RIM 398 9OIN t/7 12"FIR ?X'm i300_6 16"FIR 20"FIR 15"FIR AM qw 24" FIR WFIR NER MANHOLE 3.35 IE 93.38 IE 3.27 IE FENCE TRANSITI SUNSET HIGHLANDS A PORTIN OF THE SW QUARTER OF THE SW QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, KING COUNTY, WASHINGTON GO P, DEMOLISH EXISTING SIDEWALK ALONG PROJECT FRONTAGE �so GRAPHIC SCALE ,o 20 40 (INS) i inch = 20 it TREE CLEARING NOTES A 21--INCH FIR ON THE WEST SIDE OF THE SITE WILL BE REMOVED. NO OTHER SIGNIFICANT TREES WILL BE REMOVED FROM THE PROJECT SITE AS PART OF THIS PROPOSED PROJECT. RECOMMENDED FOR APPROVAL BY BY BY 0 a tV O VO O 0) �� U-0 0 > Ci al 0 I .- � .} 0)•clw C c W .0 0 Z EL 0)O 0 0= w 0 = •C z c .+r oc cao i t) z O Q w O 3 O z a .. a. z O �--� 0) J � z SO 2 < z s O w (j) z ac D J U w /w W J F— O co ~o CHECKED FOR COMPLIANCE CITY OF RENTON TO CITY STANDARDS CV DEPARTMENT OF PUBLIC WORKS DATE O DATE TREE CLEARING & DEMO CIA z DATE m - - -- DESIGNED: GCM DATE: 3/21/2008 FILE NAME' 207383-C1.1 - - -- DRAWN: GCH CHECKED: JMW SCALE: 1" = 20' FIELD BpOKs- PAOEt_ m APPROVED: SHEET: 2 OF:6 REVISION BY APPR. DATE ._,. . ♦' - r .re j� _ ie �. �� V}' i�l ti)i i : MAR L 6 2003 BOUNDARY & TOPOGRAPHIC SURVEY Legend: 9 = Monument found. Visited September 15,1998 (P) = Highland Book Add, Vo1.177, Pg's.01-03 (C) = Calculated (M) = Measured (ST) = State Highway map of SR 900 (PV) = Power vault X = Light standard (LS) ■ = Sanitary sewer manhole X = Telephone junction box(TJB) 0 = Television junction box(TVJB) TV = Telephone vault ® = Signal box (SB) 0 = Catch basin p = Water manhole A portion of the SW 1/4 of the SW 1/4 of Section 3, Township 23 N., Range 5 E., W.M. d City of Renton, King County, 'Washington 1�JGo ea F °J d 1 1�Ga5 ash �20. 1ti Easement Notes: 1) Item concerning an easement, filed under Rec . No . 2439671, in favor of the Pacific Telephone and Telegraph Company. opcoAoN�s� / This item contains insufficient information to show on 136 \ 6?0 .• 0 PtiM co survey map. r 1�e._ '.. '' ,V 21 V\r N :? A°°' P M 2) Item concerning an easement, filed under Rec . No . 5943053, o� / . :A°.00�o�e : • 'X :u'�; :' �/ �A3 P� ��153 in favor of Creek Flood Control Zone District. Document o : ;% a ZgP09 �9�gO2ti tiE provided is unreadable, therefore not shown on survey map. 02 :'•�•` a 5PN Ao�NNE 1� op G 3) Item concerning a right to enter to remove eaves, construct Nc je... _�.9 12 0o 0 approaches, cut curbs and construct guardrails granted to �� :• '�r1- ��co 3 6 0 6 0 the State of Washington by Recording No. 7201270090. This �� ZA �'. :. ,° '1e ' A . ;Ear B® is a blanket easement, therefore not shown on survey map. �� 1Q `�� •% ;PSpra ciP�i�. : S"•e 'of•�e�6 ` A°ti? / /j 1n o• A s- AI 513 4) Item concerninga storm drain culvert easement, filed under 5ti 1 ,./'� F Rec. No_851113487_ as shown on survev mao. �c`A0�.1cW9g _1\Y� ,�'?I �� _.�P��.'..:' �' %l ,a1� �� 3g9: .fin` a•a 0 100 200 ® = Water valve (WV) ►• = Faucet WHH =Water hand hole Scale. X Wetland flag 1 100 West quarter corner Sec. 3, Twp. 23N., Rng. 5E., W.M. Found brass disc in concrete tamped 4/3, incased. 0 1J U,UJ 1JCJ.Jl 34 sfR "�;5' 41 "F ?F4Fi ri1 ' R4 , 35 3 North quarter corner Sec. Twp. 23N., Rng. 5E., W.M. \ Calculated from King Co. GPS breakdown. Northeast section corner Sec. 3, Twp. 23N., Rng. 5E., W.M. Calculated from City of Renton Survey Control Network. City of Renton No. 2097. L M m cn CV O M CD S88'24'36"E 5302.92' 1328.63, 2645.65' , o Lo CU oo East quarter corner Sec. 3, v Z Twp. 23N., Rng. 5E., W.M. 00 Found 'X" in 10" stone monument 0.6' W of 4" x 4" fence post at top of ditch. v �n [n Cn Cr cuCn Ln S89 '00' 57"E • N2647. & = i..+c. 4 1 0 ti Cn J 666 o�e� c eke l�00�0 i� rayed. 9°� Q 10. M�1 159 16� 6g �2 os`''a� Ln CU LO cuLn "� 22 s i � o / R 2� 40 o ' �6 `Gl s`" N6 oo 0 En 010 `g(1 10A A2 ``Ql cJ' 5 0A • r, � - ve��e exe 4 L I m coa5 d L 3 m I CV co LO SITE MCQ 19 co : ' I ^^ Cn my I C99 I mC L9r CD -TIq U� 3 164.55' — — 150.00— 4 S89'37'58"E 314.55' 0 � Cn I�l r�r,•.�1,, � I CU "I�o I G\)" \\Q'A I East quarter corner Sec. 3, `fi I Twp. 23N., Rng. 5E., W.M. 1 Found monument incased. City of Renton No. 1845. 4 3 965.02' I 313.51' 140.00•" 1318.53' 3 3 9 10 S89'37'34"E 2637.07' 10 S89'11'01"E 2644.70' 10 Southwest corner Sec. 3, South quarter corner Twp. 23N., Rng. 5E., W.M. Sec. 3, Twp. 23N., Calculated per Plat of Rng. 5E., W.M. Found Highland Book Addition. 3" brass disc in concrete. i11.1 11 c ZM GONV V"- 3,..J • War Z y �. o�go .- .. ' • S�' 1�` � G - � e;.�, ''A✓, :: . �A�. 5 ��Basis o earing: 12 -0. '-j 1 �0.0 , a 9 A `Gl PN� Aoo. N� True North. Based upon Global Positioning System (GPS) Signa�ox.el--=' 6 Lambert Grid Washington State North Zone coordinates. A ZN 0 E r A o 3 convergence angle of 00°5B'31.09' counterclockwise was 0P o 3° 0A ZE �F �a IraGG' a lied at a brass in in concrete post, incased, at the P�C�98G��99A91 'I� a'oec /N��Y." Qpo 12 ' .. 3A intersection of 148th Avenue SE andSE112th Street. QZM CiONNc 5V1 ', ® p`A �0.. a .' 1 The monument is the Southeast section corner of Section 3, �Qr 390 -� Township 23 North, Range 5 East of the Willamette Meridian. 12 sec /Py'A� ��•.Z� Z9�e : 2 ' P '• .•' a The North American Datum of 1983/1991 (NAD 83/91) grid via 01 ��A o Nti0 99 Q0 ' S'r' A°° A �51 �a1 z / n coordinates were found to be 186170. 695 / 1316637. 764 at xo that point. The inverse of both the sea level correction factor of 0.999981199 and the grid scale factor of �ce. : ::02� A°�° 2� : LwS o : 'N 602 0.999999475 was applied to the grid coordinates for shown Je GC e6 A°o �o� ^�j /�Gj e / f� -'' ty..39 round distances. 1� °� d • A°o • PSR •. . . Ao . % 63 Q . 1 , .' ' . 1 9 M a . • 9 c e / .. :Ae ' r� N NO CC 3°' ' o g1 h °J d �� ca5 ..' 110� .. '. .. ' � A° A°o 90�� PSP. � • �g9 29 ,•r�a� 1� GO C. .� 3 •• F 1 e 23/ A° Ge c 64 �a1 �, • /e e A°° S� . F av OeO (�a11Q0� ' x 16 � ' P :Oo ,fir d�bP g , a 51 gag o� Surveyor s Notes. A°° 36 - .. . • , 1Q .' /c�C� ° A0 A°� GJaCa 1° Cj 1g� a'C,'' • - , ' ' .. ' 0, • ' . 53 1) The monument control shown for this site was accomplished a(G�09G-r1`��9�/ /39g�� de�a Ao.p2' �a� 39g9g� 909'. �'• : ?g by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static aCutO TJB S ` 39 hg Global Positioning System (GPS) . Linear and angular �( Gravel Concrete 06 A 39 J�l.' 9 . 391• ILI o1 closure of the traverses meet the standards of WAC 332-130-090. 39 - . VF p a a o TVJ$ a 391' 0g Ao0• A A 2) Utilities other than those shown may exist on this site. �.. agex 391 �g1..a1 Only those which are visible or having visible evidence EP MPNN Z� A° � 5P Z � NC N5W 3�5 . 122. co 1 3gg' 1 6 of their installation are shown hereon. Grave I. •' 3) This survey represents physical improvement conditions as 3g6 3g% 3916: 3g1�2 Asphalt. 1g2 2 �1 they existed August 9, 2007, the date of this field %" 3g 391 39�''. D..'. survey. o.39169 x � : 4) Full reliance for legal descriptions and recorded . LS easements have been placed on the title report from Pacific I Northwest Title Company Commitment order No. 610 " A637577,---dated-October -_ �12,--2006-...NO _-additional 9 — Ln o 39. research has been attempted. x " 3 5) Offset dimensions shown hereon are measured perpendicular to property lines. 21" Fir Ln Ln CD A 6 .. .. ° Vertical Datum: 0b. EnCDf• cn x �. x� 3g6a 6 65 H' • '• North American Vertical Datum 1988-NAVD88 (City of Renton) (D Gravel :o X ..:..: Benchmark: CID g x Base: City of Renton Control point #1845 age °� n :''• Found monument incased at street intersection of 148th 0: :> Avenue Southeast and Southeast 112th Street. King County o' .. ' Go 1<Survey Control Point No. 3725. co 6' .. :�. "-T- Elevation: 467.77 feet. o 73 X x : • Site No. 1: 3 / 3g59 966 CD Set Mag nail in sidewalk, 3' south of face of curb on south side of Sunset Blvd, at center of driveway. Ln � Elevation: 400.60 feet CU 0 39' Site No. 2: o / 396�'' 3g6 Set PK nail in asphalt, 8.8' northeast of light standard, x Storm drain culvert easement 27' northeast of south end of 6' cyclone fence. o/ / Rec. No.8511131487 Elevation: 396.77 feet 30" Fir age _____ _____ Description 30 9 / 05 5 O n r —�48" CMP CULVERT 90° • 24' Fi / I .389.11 IE ��, Lot 2 of City of Renton Short Plat No. 345-79, recorded / WFAB under King County Recording No. 7906179008, being a o- :: portion of the southwest quarter of the southwest / I m 39h6• WF A7—' m3.A o► quarter of Section 3, Township 23 North, Range 5 East, SANITARY SEWER MANHOLE 3 53 RIM 396.32 •395 80 i/ ,� ---WF AAB CID `. W.M., in King County, Washington. 3g 8" PVC S 393.35 IE 1�-� - cn 8" PVC SE 393.38 IE I IF A6 e/ 2 WF AA7 m 8 8" PVC N 393.27 IE S89 °37' 58"E 164. 55' / � / 18" Maple �-' CD Flow line of I 4. d d b ,J m / / — — —ex ru a cur / IF AA - -'4 o Renton control monuments: fi 30" Fir •39y / \ laA*// // i '� gA° 3g16 RL>Ckery 39e5 -, � 1 WFA5 / / �P �—�• City of Renton Control Point 2097. Control Point 2097 395� •39#' "', /� � // ��:)3', PoG�e0 A°1 A° Site benchmark No.2 was found to have a Lambert Grid North Zone coordinate • oa li htl / + / Set PK nail in asphalt of 191108. 643 ft . /1316760. 378 ft . CIDy g�' �` WF AA5,}��. G56PI'< / Elevation: 396.77pfeet City of Renton Control Point 1845. Control Point 1845 h ', / ��//� /" >39-�3' A°°e was found to have a Lambert Grid North Zone coordi-na�t,'e Pf,.;ENI-PI-ANt,,II G 1I39A 63 IF A3 y(� 3s'/ of 186170.657 f t . / 1316637 . 843 f t . - r' OF IlEffroN Fence transitiorlX 3g6 • �9 r / WF A�X�j • ° f I / / /%gyp erGe MARi o i \ b. 3 : 3 IF A2/ y o'er P°cy-ecyA°°? c1c1ore a kM R oai �' 33 AO A ��CWY AA3 Y Q CD 1 ' I �, ,WF AA2• WF AA1 / 0 20 40 CD N ✓ c 1� 73 39° g 3 3g0 1? 3 6 POG�e CD 48" CMP CULVERT \ 388.89 IE 1388.97PIEULVERT Scale • 3g0 � 2 I 1 •^) 1 3g1 1 f V 0 EN H. W ASyI�000 cow — Z y 38965 ssfo FBI S T E0� 5�Q Nq L ANC EXPIRES CENTRE P IN TE Consultants, Inc., P.& 206 R4ilroad Avenue North - Kent, WA 98032 253-813-1901 main 253-813-1908 fax DRAIN BY: L Nguyen CHECKED BY: S Woods DATE' Dec. 26, 2007 JOB NAME: 2900 scAla;: 1, = 20' JOB No.: 2900 INDEX DATA: SW -SW 3, T23N, R5E, U SURVEY FOR: ADF Properties LLC 15007 Woodinville Redmond Rd, Ste A Woodinville, WA 98072 KING COUNTY, WAS HINGTO N SHEET 1 OF 1 CATCH BASIN RIM 398.80Np�E 014 12" CONC NE 394.86 IE 12" CONC IN 394.84 E 12" CONC SW 394 91IE '\11 5VF M V4P��t� LJ� SANITARY SEWER MANHOLE RIM 400.43 12" CONC NE88.08 IE 4 8" PVC S 388.91 IE S2 12" CONC SW 388.08� .......... _-._ / CH BASIN % \- � RIM 399.93 NE 395.IE / / 12" CONCONC 21 SW 39 IE Silr� ENID T � SANITARY SEWER MANHOLE RIM 398.25 12" CONC NE 386.00 IE 12" CONC SW 385.95 IE EXISTING CONTOUR (DASHED LINE - TYR) 398 LEGAL DESCRIPTION LOT 2 OF CITY OF RENTON SHORT PLAT NO. 345-79, RECORDED UNDER KING COUNTY RECORDING NO. 7908179008, BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. EXISTING ASPHALT @ ADJACENT PROPERTY QPARKING LOT (TYP.) EASEMENT INFORMATION 1) ITEM CONCERNING AN EASEMENT, FILED UNDER REC. NO.2439671, IN FAVOR OF THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY. THIS ITEM CONTAINS INSUFFICIENT INFORMATION TO SHOW ON SURVEY MAP. EXISTING LIGHT STANDARD 2) ITEM CONCERNING AN EASEMENT, FILED UNDER REC. NO.5943053, @ ADJACENT PROPERTY IN FAVOR OF CREEK FLOOD CONTROL ZONE DISTRICT. DOCUMENT PROVIDED IS UNREADABLE, THEREFORE NOT SHOWN ON SURVEY MAP. EXTRUDED CURB @ 3) ITEM CONCERNING A RIGHT TO ENTER TO REMOVE EAVES, CONSTRUCT APPROACHES, CUT CURBS AND ADJACENT PROPERTY CONSTRUCT GUARDRAILS GRANTED TO THE STATE OF WASHINGTON BY RECORDING NO. 7201270090. THIS IS A BLANKET EASEMENT, THEREFORE NOT SHOWN ON SURVEY MAP. 4) ITEM CONCERNING A STORM DRAIN CULVERT EASEMENT, FILED UNDER REC. NO.8511131487,AS SHOWN ON SURVEY MAP. SITE REFERENCE NOTES NOTE: NOTALL INSTANCES OF EACH MATERIALARE CALLED OUT; HOWEVER, ENOUGH INFORMATION HAS BEEN PROVIDED TO EXTABLISH A COMPREHENSIVE UNDERSTANDING AS TO WHATALL MATERIALS ARE. EXISTING 6 FT TALL CHAINLINK FENCE (TYR) 001 42"(MIN.) GATE (METAL SECTIONS W/ POWDER COAT FINISH ON ALL COMPONENTS). 002 GREASE INTERCEPTOR W/ ACCESS HATCH @ SIDEWALK (APPROX. LOCATION SHOWN) SEE GENERAL INFORMATION FOR SIZING. REFER TO PLUMBING AND CIVIL DRAWINGS FOR RELATED INFORMATION. EXISTING LIGHT STANDARD 003 C.I.P. CONCRETE STAIR W/ HANDRAIL & GUARDRAIL, AS REQUIRED PER THE 2006 IBC (ANSI ADJACENT PROPERTY 1117.3-2003) & PER STRUCTURAL & CIVIL DRAWINGS AND AS DETAILED IN RELATED ARCHITECTURAL DRAWINGS. 1 112" DIAMETER STEEL TUBING W/ POWDER COAT FINISH FOR ALL COMPONENTS (TYPICAL) 004 C.I.P. CONCRETE RAMP W/ MAXIMUM SLOPE (a) 1:20 PER STRUCTURAL & CIVIL DRAWINGS AND AS DETAILED IN RELATED ARCHITECTURAL DRAWINGS — 397 _Q05_ �I.P. CONCRETE RETAINING WALL PER STRUCTURAL & CIVIL. DRAWINGS ANDAS DETAILED IN RELATED ARCHITECTURAL DRAWINGS 006 C.I.P. CONCRETE CURB & GUTTER PER THE CITY OF RENTON REQUIREMENTS. REFER TO THE CIVIL EXTRUDED CURB @ DRAWINGS. ADJACENT PROPERTY 007 DRIVEWAY ENTRY PER CITY OF RENTON REQUIREMENTS. 008 TREE W/ GRATE PER THE CITY OF RENTON REQUIREMENTS. SEE LANDSCAPE PLANS FOR IRRIGATION STUB -OUTS REQUIREMENTS, 009 PROPOSED LIGHT STANDARD. REFER TO THE ELECTRICAL DRAWINGS. 010 BENCH 011 STANDARD BOLLARD PER DETAIL 012 STRIPING FOR PARKING, PARKING STALL DESIGNATION AND/OR PEDESTRIAN PATHS. EXISTING ASPHALT @ ADJACENT PROPERTY PARKING LOT (TYR) 013 FLOOR DRAIN IN CONCRETE SLAB. TO THE ADJACENT OIL SEPARATOR CONNECT 014 EXISTING DRIVEWAY TO BE DEMOLISHED - DASHED LINE 015 RESIDENTIAL PEDESTRIAN ENTRANCE 016 COVERED COMMERCIAL REFUSE STORAGE AREA (MIN. 12FT WIDE X 15FT TALL OPENING & 100SF) 017 DEMOLISH EXISTING LIGHT STANDARD. TURN OVER TO OWNER. 018 > PROPOSED LOCATION OF FUTURE PEDESTRIAN CONNECTION TO ABUTTING COMMERCIALLY ZONED PROPERTIES. STORM DRAIN CULVERT EASEME 019 GRATING FOR TREE. TOP OF GRATING TO BE FLUSH WITH TOP OF SIDEWALK. SEE LANDSCAPE RECORD NO. 8511131467 DRAWINGS FOR RELATED INFORAMTION 'let 8 _ 00 T LEGEND 14'FIR T. t `, -�-- 1 �d� / L• i _� y`t' m " r WFA7 I I PROPOSED BUILDING & RELATED ELEMENTS. �F e / i L REFER TO ARCHITECTURAL BUILDING PLANS FOR R EXISTING 6 FT TALL q \; 4- j % L / / " �$ } - CHAINLINK FENCE (TYP.) RELATED INFORMATION. �41 gyp'' 4- i, , ., �€ '� / t°/S'( --' - -- i y`} i _ t 4' ! -.1 WF A6,, N5 U,.' j' o / FLOW LINE OF - _ t r o A n/ `tKM= v'a' EXTRUDED CURB PROPOSED TYPICAL CONCRETE WALKS, PLAZAS AND _/ DRIVEWAY ENTRIES PER CITY OF RENTON STANDARDS. 30 FIR 400 REFER TO CIVIL DRAWINGS FOR RELATED INFORMATION. € ROCKERY 30" FIR - — / \ /i /ice �OLIRE,TE CULVERT WF PROPOSED ASPHALT PAVING, U.N.O. 16"FI ' , / / !;iij i; j/ • / ' 39�.56 IE I REFER TO CIVIL DRAWINGS FOR RELATED INFORMATION. / / / / _ `'// /� / % • / / NOTE THAT SUNSET BLVD. IS AN EXISTING ROADWAY. WFAA5 PROPOSED LANDSCAPED AREAS. REFER TO LANDSCAPE DRAWINGS FOR RELATED INFORMATION. VVF �, /: / / '% l ROCKERY FENCE TRANSITION a / / — VVFA� y a v24" CEDAR PROPOSED LANDSCAPED AREAS WITHIN STREAM BUFFER. EXISTING 6 FT TALL_r. REFER TO LANDSCAPE DRAWINGS FOR RELATED INFORMATION. x VVFA?a •u // /� / /�' / / / ! j �i �'" CHAINLINK FENCE (TYR) ALSO REFER TO STREAM MITIGATION PLAN BY THE ,; ENVIRONMENTAL CONSULTANT. 40 m 48" POPLAR,; 48" CMP CULVERT 388.89 IE SITE PLAN SCALE: 1" = 20' 1 48" CMP CULVERT 388.97 IE SITE PLAN NOTES 1. GENERAL DISCLAIMER NOTE APPLIES. 2. REFER TO BOTH THE CIVIL & STRUCTURAL DRAWINGS FOR RELATED SITE INFORMATION. 3.ALL TREES SHOWN ARE EXISTING. SEE LANDSCAPE PLANS FORALL PROPOSED TREES. DEVELOPMENT PLANNING CITY OF RENTOP}! MAR 2 62008 z JO a. a. �LLI W 0 W ZZ Qo ao wz -� 0 �� /♦ V♦ U 13.,f'kn • ri z �U j0 �� i� 0x U) z � O¢ W X �¢ UO w c I — L_i_ W Z co Z N r N 4dj w N �- (� V / N W LL CID U 3 � I— 03� T z U °LoLO LLI W W x ri 2 ■ J 1 LLI W 0 J � m00 �a) W Z Cl)CO W �_ Z Z a) W G W d' e PROJECT: 0600 CONTENTS: DRAWN WL, JW, CM, NR, FIB DATE: 31 JAN 2008 REVISIONS: PROJECT START DATE: 21 NOV 2006 SHEET- S1■1 y. AN 1. 1 N11 L FLAN : YtOt1e0 On 3/LU/LUUzs at tu: 14 AIVI Dy unnusay. rite rate: lr:\vuvv twutvD rvrtAcu vscwovv_uruwu€gswvvv_i uucut�wvv tiruu�uu wvvv uuuuw�_� uu� u�.Pui Copyright. November 2006 by Jon Graves Architects and Planners STATE OF WAM31NQTOW NZC TE! wx & MMUNE Ut�WATX NO. 402 101-M n ' �W17-5 ormi SCHEMATIC DESIGN N WL LRB 121OW2007 gar aaawr a►� F21 Nov 2006 { owl oy iRen NOTE: f£ACruAAIIrAI Cnl uDnnGAIT Tn RC I nrLTFn r)Ki Pr)rw BUILDING SECTION (05 1 '-01, A4.1 BUILDING SECTION : Plotted on 3/26/2008 at 10:20 AM by blindsay. File Path: G:\0600 Renton Mixed Use\0600_Drawings\0600_Current\0600 Archicad\0600 Building Current.pin 0 W) W) T) T) SECTION NOTES: 1. SEE ALL DRAWINGS FOR CALLOUTS IN COMMON. THE DRAWINGS DO NOT ANNOTATE ALL OCCURANCES OF ELEMENTS FOR CONSTRUCTION. SUFFUCIENT INFORMATION HAS BEEN PROVIDED TO PRECISELY CONSTRUCT THE PROJECT. IT IS THE CONTRACTORS RESPONSIBILTY TO COORDINATE THE ARCHITECTS DESIGN INTENT IN AREAS THATARE NOT FULLY DETAILED. 2. SEE REFERENCE NOTES OF SHEET " T-6 ". MVELOPMF;NT PLANNING OITY OF RENTON MAR 2 b 2000 RECEIVED Z JO FZ 3: Q W Lu C/) J W � o .a ..J I— CL WZ F— O � V cn z j0 wU ww �z �= OQ (90 t w w �¢ VO w 00 M H lMl w Z CID Z N r C)L N o tom- eII��VI �0LL W >� � O� �� (,))� 3 Q U � = 03� 0, N O U � D °LoN °Q= W cn D a W X 0 J m W cn Z c/) > 01) I W) 00 a) w Q Z � Z cl)O w�- ZZ rn w o� �t P i= PROJECT: 0600 CONTENTS: BUILDING SECTION DRAWN �YL, JW, CM, NQ, FB DATE: 31 JAN 2008 REVISIONS: PROJECT START DATE: 21 NOV 2006 BUILDING REFERENCE NOTES a 1 �t1� aria . 1 ROOF LEVELI i_ -� • •LEVEL +35'-0" FOURTH LEVEL 35'-0" (432.67') OURTH,LEVEL 1-011 �_ 1 EVEL� EVEL • . go/ c$ u i • . LEVEL +O1' FIRST LEVEL —5'-0" ELEVATOR PIT' SOUTH ELEVATION 1 SCALE: 3/32" = 1'-0" WEST ELEVATION SCALE: 3/32" = T-0" _ +0" (397.67.) FIRST LEVEL _ -5'-0" (392.67') ELEVATOR PIT NOTE: NOT ALL INSTANCES OF EACH MATERIAL ARE CALLED OUT; HOWEVER, ENOUGH INFORMATION HAS BEEN PROVIDED TO EXTABLISH A COMPREHENSIVE UNDERSTANDING AS TO WHAT ALL MATERIALS ARE. 001 VINYL WINDOWS. COLOR NOT YET DETERMINED. REFER TO WINDOW TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEETAGI.1 FOR W.S.E.C. REQUIREMENTS. 9/16" METAL DECKING W/ 2" CONCRETE COMPOSITE FLOOR W/ COLD -FORMED 002 METAL FLOOR JOISTS PER STRUCTURAL. ONE -HOUR RATED ASSEMBLY PER ANSI/UL LISTING DESIGN NO. G551. SEE DETAILS FOR RELATED INFORMATION ON REQUIREMENTS FORACOUSTICAL PERFORMANCE. 003 EXPOSED SIDE OF P.T. CONCRETE SLAB. PATCH ALL HOLES. NOTE THAT ALL EXPOSED CONCRETE IS TO BE SEALED ONLY (NO PAINT) 004 42"(MIN.) GUARDRAIL (METAL SECTIONS W/ POWDER COAT FINISH ON ALL COMPONENTS). COLOR NOT YET DETERMINED. 005 C.I.P. CONCRETE STAIR OR RAMP W/ HANDRAIL (1 1/2" DIAMETER TUBE STEEL WITH POWDER COAT FINISH. COLOR NOT YET DETERMINED.) 006 10" POST -TENSIONED CONCRETE SLAB PER STRUCTURAL 007 8" POST -TENSIONED CONCRETE SLAB PER STRUCTURAL WITH WATER -PROOF SURFACE 008 5" C.I.P. CONCRETE SLAB ON GRADE PER STRUCTURAL OVER 6 MIL PLASTIC VAPOR BARRIER ON AGGREGATE BASE COURSE - PROVIDE SLOPE PER PLAN. 009 2" CONCRETE OVER 3/4" PLYWOOD WITH 117/8" TJI AND (2) LAYERS 1/2" GWB SINGLE PLY ROOF MEMBRANE OVER R-30 010 RIGID INSULATION, OVER 3/4" PLYWOOD WITH 11 7/8" TJI W/(2) 1/2" GWB 011 R-21 POLYISO RIGID INSULATION, MECHANICALLY FASTENED TO BOTTOM OF CONCRETE STRUCTURE 012 2" CONCRETE DECK OVER 3/4" PLYWOOD SHEATHING WITH 11 7/8' T.J.I. 013 1-HOUR CEILING ASSEMBLY (2 LAYERS 1/2" TYPE X GWB) PRE -FINISHED STANDING SEAM @ 16'' O.C. METAL ROOFING W/ 4" GUTTER & 3" o 014 D.S. TIGHT -LINE ALL DOWNSPOUTS TO THE STORMWATER SYSTEM. SEE ROOF PLAN FOR SLOPES & RELATED INFORMATION. COLOR NOT YET DETERMINED. ALUMINUM STOREFRONT - US ALUMINUM SERIES IT 451 W/ DARK BRONZE 015 ANODIZED FINISH, REFER TO WINDOW TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEET T-2 FOR W.S. E.C. REQUIREMENTS. 016 GUEST PHONE W/ SECURITY CAMERA & SPEAKERS 017 N O T U S E D HANDRAIL, AS REQUIRED PER THE 2006 IBC (ANSI 1117.3-2003) AND AS DETAILED IN 018 RELATED ARCHITECTURAL DRAWINGS. 1 1/2" DIAMETER STEEL TUBING W/ POWDER COAT FINISH FOR ALL COMPONENTS (TYPICAL) 019 STRUCTURAL STUD WALLS PER PLAN- SEE WALL TYPES, ON SHEET A1.1I FOR MORE DETAILED INFORMATION 020 42" X 4" DIAMETER GALVANIZED STEEL BOLLARDS 021 STRIPING FOR PARKING, PARKING STALL DESIGNATION AND/OR PEDESTRIAN PATHS. 022 OIL SEPARATOR VAULT (SEE PLUMBING DRAWINGS FOR RELATED INFORMATION) 023 PEDESTRIAN RAMP PER ADA FIRE EXTINQUISHER CABINET PER THE CITY OF RENTON REQUIREMENTS. 024 COORDINATE REQUIREMENTS WITH THE FIRE DEPT PROVIDE SURFACE MOUNTED CABINET WHEN MOUNTED ON CONCRETE. PROVIDE FLUSH CABINETS IN ALL OTHER LOCATIONS. C.I.P. CONCRETE WALL, COLUMN OR BEAM - SEE ARCHITECTURAL & STRUCTURAL 025 PLANS 026 FIREPLACE EXHAUST. TO BE PAINTED. COORDINATE WITH ARCHITECT. 027 HOOK-UP FOR GAS BBQ. ASSUME ONE AT EACH LIVING ROOM EXTERIOR DECK. ALUMINUM TERRACE DOOR - US ALUMINUM SERIES 900 W/ COLOR NOT YET 028 DETERMINED. REFER TO DOOR TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEET T-2 FOR W.S.E.C. REQUIREMENTS. 029 FALL RESTRAINT MOUNT 030 VINYL SIDING. COLOR NOT YET DETERMINED. PVC SINGLE MEMBRANE ROOFING OVER R-21(MIN.) POLYISO RIGID INSULATION, PROVIDE SLIP RESISTANT 96 MIL PVC MAT & INSTALL PER THE MANUFACTURER'S 031 RECOMMENDATION. UNLESS NOTED OTHERWISE, PROVIDE AN ALLOWANCE FOR24 SFAT EACH MECHANICAL UNITAND 64 SFAT ROOFACCESS. COORDINATE LOCATION & CONFIGURATION W/ OWNER'S REPRESENTATIVE. SLOPE AS SHOWN IN DRAWINGS AND AS REQUIRED FOR ROOF DRAINAGE. 032 MECHANICAL EQUIPMENT. NOTE THAT THE SYSTEM IS NOT YET DESIGNED BUT UNITS SHOWN ARE 4FT TALL. Z Jp jZ a. M CL a 3: W W (1) ELEVATION NOTES: > J W Q 1. SEE ALL DRAWINGS FOR CALLOUTS IN COMMON. THE DRAWINGS DO NOT F_ L rZvM�l vrt rl I ANNOTATE ALL OCCURRENCES OF ELEMENTS FOR CONSTRUCTION. SUFFICIENT INFORMATION HAS BEEN PROVIDED TO PRECISELY CONSTRUCT THE PROJECT. IT O IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE ARCHITECTS DESIGN INTENT IN AREAS THATARE NOT FULLY DETAILED. _ 2. SEE REFERENCE NOTES OF SHEET " T=6 ". J VE1.OPmew CITY CF C tW F- O i to U u> z ujU j0 tn= zU) (90 oQ 1-1 W O� 0�Q v0 00 w oW 0), ^^ D1 W Z co Z h C) cri � W � N ,,nn UI W Dci� �0LL U � Q-4 3 Q r� 1= 03� z 0 U lfj �oO �UI ,W L LJ X J F_ W U) Z W .® O J � m � 00 O W Z_ Z U)O W f_ Z Z rn W O W d' l' DATE: 31 JAN 2008 REVISIONS: PROJECT START DATE: 21 NOV 2006 A3.2 SOUTH & WEST ELEVATIONS : Plotted on 3/26/2008 at 10: 19 AM by blindsay. File Path: GA0600 Renton Mixed Use\0600 Drawings\0600_Current\0600 Archicad\0600 Building_Current.pin BUILDING REFERENCE NOTES NOTE: NOT ALL INSTANCES OF EACH MATERIAL ARE CALLED OUT; HOWEVER, ENOUGH INFORMATION HAS BEEN PROVIDED TO EXTABLISH A COMPREHENSIVE UNDERSTANDING AS TO WHAT ALL MATERIALS ARE. REFU, (CHAIN 001 VINYL WINDOWS. COLOR NOT YET DETERMINED. REFER TO WINDOW TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEET AG1.1 FOR W.S.E.C. REQUIREMENTS. 9/16" METAL DECKING W/ 2" CONCRETE COMPOSITE FLOOR W/ COLD -FORMED 002 METAL FLOOR JOISTS PER STRUCTURAL. ONE -HOUR RATEDASSEMBLY PER ANSIML LISTING DESIGN NO. G551. SEE DETAILS FOR RELATED INFORMATION ON REQUIREMENTS FORACOUSTICAL PERFORMANCE. 003 EXPOSED SIDE OF P.T. CONCRETE SLAB. PATCH ALL HOLES. NOTE THATALL EXPOSED CONCRETE IS TO BE SEALED ONLY (NO PAINT) 004 42"(MIN.) GUARDRAIL (METAL SECTIONS W/ POWDER COAT FINISH ON ALL COMPONENTS). COLOR NOT YET DETERMINED. ELEVATOR TOWER BEYOND STAIR TOWER BEYOND 005 C.I.P. CONCRETE STAIR OR RAMP W/ HANDRAIL (1 1/2" DIAMETER TUBE STEEL WITH POWDER COAT FINISH. COLOR NOT YET DETERMINED.) 014 TYP.) 006 10" POST -TENSIONED CONCRETE SLAB r 001 PER STRUCTURAL 007 8' POST -TENSIONED CONCRETE SLAB PER STRUCTURAL _ WITH WATER -PROOF SURFACE +45' 0" s, , �! 'r " - � +45 0 (442.67) 0 008 5" C.I.P. CONCRETE SLAB ON GRADE PER STRUCTURAL OVER 6 MIL PLASTIC --- ---- — — — — — — — — — — - ROOF LEVEL' ,. _<•: r ___: — — — — — — . — — . — . — .. _.._. - „ti." ROOF LEVEL VAPOR BARRIER ON AGGREGATE BASE COURSE - PROVIDE SLOPE PER PLAN. • _ FOURTH ,.. +25'-0" .. .. - THIRD LEVEL' +25'-0" (422.67') . — — — — ... ........ . . THIRD LEVEL ENCLOSURE BEYOND V/ VINYL INSERTS) LEVEL • I- I.i'iI„'....... ..,,,..,.. i I Imo° ._ "Ohm-- �_ND • +0" FIRST LEVEL' -5'-0" ELEVATOR PIT' SUNSET BLVD. (NORTH) ELEVATION 1'-0" EAST ELEVATION SCALE: 3/32" = V-0" A3.1 NORTH & EAST ELEVATIONS : Platted on 3/26/2008 at 10:19 AM by blindsay. File Path: G:\0600 Renton Mixed Use\0600 Drawings\0600_Current\0600 Archicad\0600 Building_Current.pin +0" (397.67') FIRST LEVEL -5'-0" (392.67') —._.. ....... ._._... ___.___._ __ ELEVATOR PIT 0 009 2" CONCRETE OVER 3/4'' PLYWOOD WITH 11718" TJI AND (2) LAYERS 1/2'' GWB SINGLE PLY ROOF MEMBRANE OVER R-30 010 RIGID INSULATION, OVER 3/4'' PLYWOOD WITH 11 7/8"TJI W/(2) 1/2'' GWB 011 R-21 POLYISO RIGID INSULATION, MECHANICALLY FASTENED TO BOTTOM OF CONCRETE STRUCTURE 012 2" CONCRETE DECK OVER 3/4" PLYWOOD SHEATHING WITH 11 7/8'' T.J.I. 013 1-HOUR CEILING ASSEMBLY (2 LAYERS 1/2" TYPE X GWB) PRE -FINISHED, STANDING SEAM @ 16" O.C. METAL ROOFING W/ 4" GUTTER & 3" o 014 D.S. TIGHT -LINE ALL DOWNSPOUTS TO E WA F 0 NS H STORM TER SYSTEM. SEE ROOF PLAN FOR SLOPES & RELATED INFORMATION. COLOR NOT YET DETERMINED. ALUMINUM STOREFRONT - US ALUMINUM SERIES IT 451 W/ DARK BRONZE 015 ANODIZED FINISH. REFER TO WINDOW TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEET T-2 FOR W.S.E.C. REQUIREMENTS. 016 GUEST PHONE W/ SECURITY CAMERA& SPEAKERS 017 N O T U S E D HANDRAIL, AS REQUIRED PER THE 2006 IBC (ANSI 1117.3-2003)AND AS DETAILED IN 018 RELATED ARCHITECTURAL DRAWINGS. 1 1/2" DIAMETER STEEL TUBING W/ POWDER COAT FINISH FOR ALL COMPONENTS (TYPICAL) 019 STRUCTURAL STUD WALLS PER PLAN- SEE WALL TYPES, ON SHEET AI.1I FOR MORE DETAILED INFORMATION 020 42" X 4" DIAMETER GALVANIZED STEEL BOLLARDS 021 STRIPING FOR PARKING, PARKING STALL DESIGNATION AND/OR PEDESTRIAN PATHS. 022 OIL SEPARATOR VAULT (SEE PLUMBING DRAWINGS FOR RELATED INFORMATION) 023 PEDESTRIAN RAMP PER ADA FIRE EXTINQUISHER CABINET PER THE CITY OF RENTON REQUIREMENTS. 024 COORDINATE REQUIREMENTS WITH THE FIRE DEPT. PROVIDE SURFACE MOUNTED CABINET WHEN MOUNTED ON CONCRETE. PROVIDE FLUSH CABINETS IN ALL OTHER LOCATIONS. 025 C.I.P. CONCRETE WALL, COLUMN OR BEAM - SEE ARCHITECTURAL & STRUCTURAL PLANS 026 FIREPLACE EXHAUST. TO BE PAINTED. COORDINATE WITH ARCHITECT. 027 HOOK-UP FOR GAS BBQ. ASSUME ONE AT EACH LIVING ROOM EXTERIOR DECK. ALUMINUM TERRACE DOOR - US ALUMINUM SERIES 900 W/ COLOR NOT YET 028 DETERMINED. REFER TO DOOR TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEET T-2 FOR W.S.E.C. REQUIREMENTS. 029 FALL RESTRAINT MOUNT 030 VINYL SIDING. COLOR NOT YET DETERMINED. PVC SINGLE MEMBRANE ROOFING OVER R-21(MIN.) POLYISO RIGID INSULATION. PROVIDE SLIP RESISTANT 96 MIL PVC MAT & INSTALL PER THE MANUFACTURER'S 031 RECOMMENDATION. UNLESS NOTED OTHERWISE, PROVIDEAN ALLOWANCE FOR 24 SF AT EACH MECHANICAL UNIT AND 64 SF AT ROOF ACCESS. COORDINATE LOCATION & CONFIGURATION W/ OWNER'S REPRESENTATIVE. SLOPE AS SHOWN IN DRAWINGSANDAS REQUIRED FOR ROOF DRAINAGE. 032 MECHANICAL EQUIPMENT, NOTE THAT THE SYSTEM IS NOT YET DESIGNED BUT UNITS SHOWN ARE 4FT TALL. z Jo_ m J D a. W < 3.0 a. uj Cf) ELEVATION NOTES: > J LLI Q1. SEEALL DRAWINGS FOR CALLOUTS IN COMMON. THE DRAWINGS DO NOT ANNOTATE ALL OCCURRENCES OF ELEMENTS FOR CONSTRUCTION. SUFFICIENT Z INFORMATION HAS BEEN PROVIDED TO PRECISELY CONSTRUCT THE PROJECT. IT O IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE ARCHITECTS DESIGN INTENT IN AREAS THATARE NOT FULLY DETAILED. 2. SEE REFERENCE NOTES OF SHEET " T_6 ". DEVELOE'PAE�NT PLANNING a Q Ei-EY OF REWON MAR 2 6 2008 W z O RECEIVED Cn u cn z �U �0 �Lu �z H zrn CCU oQ t—; W � wQ UO w o 0 ow rn N Lq W 0) W Q�� / U 3 w_ Ci 034 V = �Qci Z U �oLq O Lit N U 0 = uj C) W X 0 F_ W Cl) z 6� J W) m CD 00 H (7) UJI (na Z Z (1) O W H ZZ rnW o W d' d' PROJECT: 0600 CONTENTS: NORTH & EAST ELEVATIONS DRAWN WE_ JW, CM, NR, FB DATE: 31 JAN 2008 REVISIONS: PROJECT START DAME: 21 NOV 2006 E� SHEET: All F 1" Copyright, November 2006 by Jon Graves Architects and Planners � � f A T C D E COLUMN AT A4.1 RESIDENTIAL DECK I / COLUMN AT / (D______ 029 RESIDENTIAL UNITABOVE (TYP) ;IDENTIAL CAGE DOOR f 1z i. 13 � A A4.1 I I I I I FIRST LEVEL SCALE: 3/32" = V-0" a 0 0 N SECOND LEVEL SCALE: 3/32" = V-0" A v v v 19'-8 1/4" 1 13'-0" t 13'-0" 19'-7 3/4" VA n F A4.1 I li I I� A rA4 1 I I I I I I BUILDING REFERENCE NOTES NOTE: NOT ALL INSTANCES OF EACH MATERIAL ARE CALLED OUT; HOWEVER, ENOUGH INFORMATION HAS BEEN PROVIDED TO EXTABLISH A COMPREHENSIVE UNDERSTANDING AS TO WHAT ALL MATERIALS ARE. 001 VINYL WINDOWS. COLOR NOT YET DETERMINED. REFER TO WINDOW TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEET AGIA FOR W.S.E.C. REQUIREMENTS. 9/16" METAL DECKING W/ 2" CONCRETE COMPOSITE FLOOR W/ COLD -FORMED <M2:�> METAL FLOOR JOISTS PER STRUCTURAL. ONE -HOUR RATED ASSEMBLY PER ANSI/UL LISTING DESIGN NO. G551. SEE DETAILS FOR RELATED INFORMATION ON REQUIREMENTS FORACOUSTICAL PERFORMANCE. 003 EXPOSED SIDE OF P.T. CONCRETE SLAB. PATCH ALL HOLES. NOTE THATALL EXPOSED CONCRETE IS TO BE SEALED ONLY (NO PAINT) 004 42"(MIN.) GUARDRAIL (METAL SECTIONS W/ POWDER COAT FINISH ON ALL COMPONENTS). COLOR NOT YET DETERMINED. 005 C.I.P. CONCRETE STAIR OR RAMP W/ HANDRAIL (1 1/2" DIAMETER TUBE STEEL WITH POWDER COAT FINISH. COLOR NOT YET DETERMINED. ) 006 10" POST -TENSIONED CONCRETE SLAB PER STRUCTURAL 007 8" POST -TENSIONED CONCRETE SLAB PER STRUCTURAL WITH WATER -PROOF SURFACE 008 5" C.I.P. CONCRETE SLAB ON GRADE PER STRUCTURAL OVER 6 MIL PLASTIC VAPOR BARRIER ON AGGREGATE BASE COURSE - PROVIDE SLOPE PER PLAN. 009 2" CONCRETE OVER 3/4" PLYWOOD WITH 117/8" TJI AND (2) LAYERS 1/2" GWB SINGLE PLY ROOF MEMBRANE OVER R-30 010 RIGID INSULATION, OVER 3/4'' PLYWOOD WITH 11 7/8" TJI W/(2) 1/2" GWB 011 R-21 POLYISO RIGID INSULATION, MECHANICALLY FASTENED TO BOTTOM OF CONCRETE STRUCTURE 012 2" CONCRETE DECK OVER 3/4'' PLYWOOD SHEATHING WITH 11 7/8" T.J.I. 013 1-HOUR CEILING ASSEMBLY (2 LAYERS 1/2'' TYPE X GWB) PRE -FINISHED, STANDING SEAM @ 16" O.C. METAL ROOFING W/ 4" GUTTER & 3" o 014 D.S. TIGHT -LINE ALL DOWNSPOUTS TO THE STORMWATER SYSTEM. SEE ROOF PLAN FOR SLOPES & RELATED INFORMATION. COLOR NOT YET DETERMINED. ALUMINUM'STOREFRONT - US ALUMINUM SERIES IT 451 W/ DARK BRONZE 015 ANODIZED FINISH, REFER TO WINDOW TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEET T-2 FOR W.S.E.C. REQUIREMENTS. 016 GUEST PHONE W/ SECURITY CAMERA& SPEAKERS <:E7:> N 0 T U S E D HANDRAIL, AS REQUIRED PER THE 2006 IBC (ANSI 1117.3-2003) AND AS DETAILED IN 018 RELATED ARCHITECTURAL DRAWINGS. 1 1/2" DIAMETER STEEL TUBING W/ POWDER COAT FINISH FORALL COMPONENTS (TYPICAL) 019 STRUCTURAL STUD WALLS PER PLAN- SEE WALL TYPES, ON SHEETA1.1, FOR MORE DETAILED INFORMATION 020 42" X 4" DIAMETER GALVANIZED STEEL BOLLARDS 021 STRIPING FOR PARKING, PARKING STALL DESIGNATION AND/OR PEDESTRIAN PATHS. 022 OIL SEPARATOR VAULT (SEE PLUMBING DRAWINGS FOR RELATED INFORMATION) 023 PEDESTRIAN RAMP PER ADA FIRE EXTINQUISHER CABINET PER THE CITY OF RENTON REQUIREMENTS. <�q4f> COORDINATE REQUIREMENTS WITH THE FIRE DEPT. PROVIDE SURFACE MOUNTED CABINET WHEN MOUNTED ON CONCRETE. PROVIDE FLUSH CABINETS IN ALL OTHER LOCATIONS. 025 C.I.P. CONCRETE WALL, COLUMN OR BEAM - SEE ARCHITECTURAL & STRUCTURAL PLANS 026 FIREPLACE EXHAUST. TO BE PAINTED. COORDINATE WITH ARCHITECT. 027 HOOK-UP FOR GAS BBQ. ASSUME ONE AT EACH LIVING ROOM EXTERIOR DECK. ALUMINUM TERRACE DOOR - US ALUMINUM SERIES 900 W/ COLOR NOT YET 028 DETERMINED. REFER TO DOOR TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEET T-2 FOR W.S. E.C. REQUIREMENTS. 029 FALL RESTRAINT MOUNT 030 VINYL SIDING. COLOR NOT YET DETERMINED. PVC SINGLE MEMBRANE ROOFING OVER R-21(MIN.) POLYISO RIGID INSULATION. PROVIDE SLIP RESISTANT 96 MIL PVC MAT & INSTALL PER THE MANUFACTURER'S 031 RECOMMENDATION. UNLESS NOTED OTHERWISE, PROVIDE AN ALLOWANCE FOR24 SFAT EACH MECHANICAL UNIT AND 64 SF AT ROOF ACCESS. COORDINATE LOCATION & CONFIGURATION W/ OWNER'S REPRESENTATIVE. SLOPE AS SHOWN IN DRAWINGSANDAS REQUIRED FOR ROOF DRAINAGE. 032 MECHANICAL EQUIPMENT. NOTE THAT THE SYSTEM IS NOT YET DESIGNED BUT O UNITS SHOWN ARE 4FT TALL. F— Q F= U • M cn Q W W c/) —D > FLOOR PLAN NOTES W J 1. SEE WALL TYPES ON SHEET " T=5 ". Q 2. SEE BUILDING REFERENCE NOTES ON SHEET " T_6 ". Z 3. ALL DIMENSIONS ARE TO FACE OF COLD -FORMED METAL STUD, CONCRETE, OR FOR ISSI WALLS TO FACE OF STEEL STRUCTURE UNLESS NOTED OTHERWISE. 4. GENERAL DISCLAIMER NOTE APPLIES. o 5. FOR ENLARGED PLANS OF EACH INDIVIDUAL CONDOMINIUM UNIT, REFER TO THE r INDEX FOR THE ENLARGED PLAN LOCATION IN THE DRAWING SET. 6. REPRESENTS DIGITAL PHONE AND CABLE DUAL PORT. COORDINATE a. ELEVATION HEIGHT WITH ARCHITECTAND/OR OWNER. Q DEVELOPMeNT PANNING W Z OITY OF RENTON F- O RECEIVED cn z 0 U) uU j0 gz HFw- �= 0 J LL Q < 0 w ch i cy- W Z co Z o cal Ln W VI (f�O� W 11 CID U34 V_ r 03Ci Z O U DL °Low OQ= W W X im F_ W z a) J W) m � 00 H a) W Q Z� Z 00 W H ZZ a) W CD It d' � a PROJEC T: 0600 CONTENTS: DRAWN WE, I FVE1 JW, CM, NR, FB A 1.1 FIRST & SECOND LEVEL : Plotted on 3/26/2008 at 10:19 AM by blindsay. File Path: G:\0600 Renton Mixed Use\0600_Drawings\0600_Current\0600_Archicad\0600 Building Current.pin SANITARY#E OLE foil GP�G p013 5�i1391 12" CONC N 3g8400. ,' �\bR a 12" CONC S 388,61 IE OS SANITARY SEWER MANHOLE RIM 400.43—__..-, 12" CONC NE 388.08 IE ' 8" PVC S 388.91 IE 12* CONC SW 388.08 IE / BASIN99 r = "/ - `J ,333IE-v 21 /; JAW k 00 z 'z- - %' A -- 398 �i97 i 24"FIR:^ ' .Y / SANITARY SEWER MANHOLE RIM 400,9E 8" CONC N 381,5E IE / = 12" CONC NE 390.881E NGSS39.2IE C \y/ 12" CONC SW 390,90 IE , 401 GA�adONGS`N39 01 40L 009 LING ` -d' I EXISTING CONTOUR /�' •" -:% f" '' (DASHED LINE -TYP.) GRAVEL "•.398 • .= % __ - -' LEGAL DESCRIPTION LOT 2 OF CITY OF RENTON SHORT PLAT NO, 345-79, RECORDED UNDER KING COUNTY RECORDING NO. / / r 4, 7908179008, BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. EXISTING ASPHALT y �!� TYP. —ADJACENT PROPERTY PARKING LOT TYP. ( ) EASEMENT INFORMATION - 018 - -- -- ' - -- _ z ;• 1) ITEM CONCERNING AN EASEMENT, FILED UNDER REC. NO.2439671, IN FAVOR OF THE PACIFIC ' TELEPHONE AND TELEGRAPH COMPANY. THIS ITEM CONTAINS INSUFFICIENT INFORMATION TO SHOW ON —��I(S f►uJACENT SURVEY MAP. ' 2) ITEM CONCERNING AN EASEMENT, FILED UNDER REC. N0,5943053, j IN FAVOR OF CREEK FLOOD CONTROL ZONE DISTRICT. DOCUMENT PROVIDED IS UNREADABLE, EXTRUDED CURB @ THEREFORE NOT SHOWN ON SURVEY MAP. r� 3) ITEM CONCERNING A RIGHT TO ENTER TO REMOVE EAVES, CONSTRUCT APPROACHES, CUT CURBS ADJACENT PROPERTY AND CONSTRUCT GUARDRAILS GRANTED TO THE STATE OF WASHINGTON BY RECORDING NO.7201270090. THIS IS A BLANKET EASEMENT, THEREFORE NOT SHOWN ON SURVEY MAP. - --- - • 4) ITEM CONCERNING A STORM DRAIN CULVERT EASEMENT, FILED UNDER REC. No.85111314$7, AS 40"FIR SHOWN ON SURVEY MAP, • -•------017 , Ja _ B. it IC1 ° `' '- J i N \, PROPOSED MIXED USE 'I 3-STORY BUILDING ' \21 RESIDENTIAL UNITS - _ ' I ;;. ,!' 3 NON, -RESIDENTIAL UNITS = 1 W j% ENCLOSED RESIDENTIAL PARKING a D y / C. LU W , 4 u ~ I z o G C m 4-' In • C m pa=l C m a 4 • m i 20"FII�! 015 16"FIR G,% - 7- - �= =� ,� i.a�c'.' i0•/ ! _ -- ,e 24' FIFE ------------ it E 14"FIR 414 30"FIR r WwA----^- - Q30_-WF A54 ; ; AEI "8'CONCRETt 16"FIR,4 r " " F �' :%'�� i CULVERT-- // 393.561E WF max• �. �_ - /' ",` WF,A3 .ice;�;ROCKERY x 4" CEDAR EXISTING 6 FT TALL --CHAINLINK FENCE CTYP.) - -->� 400 m 48" CMPr ` 48" CMP CULVERT —CULVERT ' 388.891E i 388,97IE �y6 CONCRETE SITE REFERENCE NOTES _ — NOTE: NOT ALL INSTANCES OF EACH MATERIAL ARE CALLED OUT; HOWEVER, ENOUGH INFORMATION HAS �f BEEN PROVIDED TO EXTABLISH A COMPREHENSIVE UNDERSTANDING AS TO WHAT ALL MATERIALS ARE. 001 42 (MfN.) GATE (METAL SECTIONS iN/ POWDER GOAT FINISH ON ALL COMPONENTS}. GREASE INTERCEPTOR W/ ACCESS HATCH (Q SIDEWALK (APPROX. LOCATION SHOWN) SEE <m> GENERAL INFORMATION FOR SIZING. REFER TO PLUMBING AND CIVIL DRAWINGS FOR RELATED INFORMATION. ` C.I.P. CONCRETE STAIR W/ HANDRAIL & GUARDRAIL, AS REQUIRED PER THE 2006 IBC (ANSI �IACENT 003 111 T.3-2003) & PER STRUCTURAL & CIVIL DRAWINGS AND AS DETAILED IN RELATED ARCHITECTURAL DRAWINGS. 11/2" DIAMETER STEEL TUBING W/ POWDER COAT FINISH FOR ALL COMPONENTS (TYPICAL) 0-FIR' O04 C.I.P. CONCRETE RAMP W/ MAXIMUM SLQPE 1.20 PER STRUCTURAL & CIVIL DRAWINGS AND AS DETAILED IN RELATED ARCHITECTURAL DRAWINGS 005 C,I.P, CONCRETE RETAINING WALL PER STRUCTURAL &CIVIL DRAWINGS AND AS DETAILED IN RELATED ARCHITECTURAL DRAWINGS 006 C.I.P. CONCRETE CURB & GUTTER PER THE CITY OF RENTON REQUIREMENTS. REFER TO THE —EXTRUDED CURB CIVIL DRAWINGS, ADJACENT PROPERTY 007 DRIVEWAY ENTRY PER CITY OF RENTON REQUIREMENTS. TREE W/ GRATE PER THE CITY OF RENTON REQUIREMENTS. SEE LANDSCAPE PLANS FOR 00$ IRRIGATION STUB -OUTS REQUIREMENTS. 009 PROPOSED LIGHT STANDARD. REFER TO THE ELECTRICAL DRAWINGS. 010 BENCH i 011 STANDARD BOLLARD PER DETAIL 012 STRIPING FOR PARKING, PARKING STALL DESIGNATION AND/OR PEDESTRIAN PATHS. EXISTING ASPHALT Qa IADJACENT PROPERTY ., PARKING LOT (TYP.) <013 FLOOR DRAIN IN CONCRETE SLAB. CONNECT TO THE ADJACENT OIL SEPARATOR 014 EXISTING DRIVEWAY TO BE DEMOLISHED - DASHED LINE 015 RESIDENTIAL PEDESTRIAN ENTRANCE 016 COVERED COMMERCIAL REFUSE STORAGE AREA (MIN. 12FT WIDE X 15FT TALL OPENING & 100SF) 017 DEMOLISH EXISTING LIGHT STANDARD, TURN OVER TO OWNER. PROPOSED LOCATION OF FUTURE PEDESTRIAN CONNECTION TO ABUTTING COMMERCIALLY 018 ZONED PROPERTIES, —_STORM DRAIN CULVERT EASEMENT RECORD NO, 8511131467 48"CMP -- CULVERT 389.11 IE EXISTING 6 FT TALL --CHAINLINK FENCE (TYP.) 400 - 398 396 394 392 390 388 A 402 400 -- 398 - 396 394 :u 392 390 388 C 0 10 26 30 40 SCALE, 1 0 = 20' i ® 2,191 SF STREAM BUFFER ENHANCEMENT 1, 376 SF STREAM BUFFER REDUCTION CROSS SECTIONA-B.- SCALE V"40' OHWM CROSS SECTION C-D.' SCALE 1 "-10' OHWM I' `OHWM NOTE.• BASE DRAWING PROVIDED BV JON GRA VES A RCHI TEC TS & PLANNERS, PLLC Sewall Wetland Consulting, Inc. 1103 West Meeker Street Ste. #101, Kent, Wa 98032 253-859-0515 Fax 253-852-4732 DEVELOPMEW PL CITY OF WEN7 AR 216 ZC RECEIVE Job No. 99247 Designed by. TS Drawn by. TS Checked by. Date: FEB 2008 SHEET W-1 OF W-1 +45'-0" 1 ROOF LEVEL +35'-011 FOURTH LEVELI +25'-011 THIRD LEVEL +15'-0L VE EL 11 SECOND +011 FIRST LEVEL -5'-011 ELEVATOR PIT SOUTH ELEVATION SC:AI F• R/39" = V-0" WEST ELEVATION 3/32" = V-0" BUILDING REFERENCE NOTES NOTE: NOT ALL INSTANCES OF EACH MATERIAL ARE CALLED OUT; HOWEVER, ENOUGH INFORMATION HAS BEEN PROVIDED TO EXTABLISH A COMPREHENSIVE UNDERSTANDING AS TO WHAT ALL MATERIALS ARE. 001 VINYL WINDOWS. COLOR NOT YET DETERMINED. REFER TO WINDOW TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEETAGI.1 FOR W.S.E.C. REQUIREMENTS. 9116" METAL DECKING W/ 2" CONCRETE COMPOSITE FLOOR W/ COLD -FORMED 002 METAL FLOOR JOISTS PER STRUCTURAL. ONE -HOUR RATED ASSEMBLY PER ANSI/UL LISTING DESIGN NO. G551. SEE DETAILS FOR RELATED INFORMATION ON REQUIREMENTS FOR ACOUSTICAL PERFORMANCE. 003 EXPOSED SIDE OF P.T. CONCRETE SLAB. PATCH ALL HOLES. NOTE THATALL EXPOSED CONCRETE IS TO BE SEALED ONLY (NO PAINT) 004 42"(MIN.) GUARDRAIL (METAL SECTIONS W/ POWDER COAT FINISH ON ALL COMPONENTS). COLOR NOT YET DETERMINED. 005 C.I.P. CONCRETE STAIR OR RAMP W/ HANDRAIL (1 1/2" DIAMETER TUBE STEEL WITH POWDER COAT FINISH. COLOR NOT YET DETERMINED.) 006 10" POST -TENSIONED CONCRETE SLAB PER STRUCTURAL 007 8" POST -TENSIONED CONCRETE SLAB PER STRUCTURAL WITH WATER -PROOF SURFACE 008 5" C.I.P. CONCRETE SLAB ON GRADE PER STRUCTURAL OVER 6 MIL PLASTIC +45'-0" (442.67') VAPOR BARRIER ON AGGREGATE BASE COURSE - PROVIDE SLOPE PER PLAN. ROOF LEVEL 009 2" CONCRETE OVER 3/4" PLYWOOD WITH 117/8" TJI AND (2) LAYERS 1/2" GWB SINGLE PLY ROOF MEMBRANE OVER R-30 010 RIGID INSULATION, OVER 3/4" PLYWOOD 1+35'-0" (432.67') WITH 11 7/8" TJI W/(2) 1/2" GWB FOURTH LEVEL 011 R-21 POLYISO RIGID INSULATION, MECHANICALLY FASTENED TO BOTTOM OF CONCRETE STRUCTURE 012 2" CONCRETE DECK OVER 3/4" PLYWOOD SHEATHING WITH 11 7/8" T.J.I. THIRD LEVEL 013 1-HOUR CEILING ASSEMBLY (2 LAYERS 1/2" TYPE X GWB) PRE -FINISHED, STANDING SEAM @ 16" O.C. METAL ROOFING W/ 4" GUTTER & 3" o 014 D.S. TIGHT -LINE ALL DOWNSPOUTS TO THE STORMWATER SYSTEM. SEE ROOF +15'-0" (412.67') PLAN FOR SLOPES & RELATED INFORMATION. COLOR NOT YET DETERMINED. ISECOND LEVEL ALUMINUM STOREFRONT - US ALUMINUM SERIES IT 451 W/ DARK BRONZE 015 ANODIZED FINISH. REFER TO WINDOW TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEET T 2 FOR W.S.E.C. REQUIREMENTS. 016 GUEST PHONE W/ SECURITY CAMERA & SPEAKERS 10" (397.67') FIRST LEVEL _ 51-011 392.67' 017 NOT U S E D ELEVATOR PIT HANDRAIL, AS REQUIRED PER THE 2006 IBC (ANSI 1117.3-2003) ANDAS DETAILED IN 018 RELATED ARCHITECTURAL DRAWINGS. 1 1/2" DIAMETER STEEL TUBING W/ POWDER COAT FINISH FOR ALL COMPONENTS (TYPICAL) 019 STRUCTURAL STUD WALLS PER PLAN- SEE WALL TYPES, ON SHEET A1.1, FOR MORE DETAILED INFORMATION 020 42" X 4" DIAMETER GALVANIZED STEEL BOLLARDS 021 STRIPING FOR PARKING, PARKING STALL DESIGNATION AND/OR PEDESTRIAN PATHS. 022 OIL SEPARATOR VAULT (SEE PLUMBING DRAWINGS FOR RELATED INFORMATION) +45'-011 (442.67') ROOF LEVEL 023 PEDESTRIAN RAMP PER ADA FIRE EXTINQUISHER CABINET PER THE CITY OF RENTON REQUIREMENTS. <X4:> COORDINATE REQUIREMENTS WITH THE FIRE DEPT. PROVIDE SURFACE MOUNTED CABINET WHEN MOUNTED ON CONCRETE. PROVIDE FLUSH CABINETS IN ALL OTHER LOCATIONS. 025 028 SUEZ +35'-0" (432.67') 032 FOURTH LEVEL +25'-0" (422.67') THIRD LEVEL +16-0" (412.67') SECOND LEVEL C.I.P. CONCRETE WALL, COLUMN OR BEAM - SEE ARCHITECTURAL & STRUCTURAL PLANS FIREPLACE EXHAUST. TO BE PAINTED. COORDINATE WITH ARCHITECT. HOOK-UP FOR GAS BBQ. ASSUME ONE AT EACH LIVING ROOM EXTERIOR DECK. ALUMINUM TERRACE DOOR - US ALUMINUM SERIES 900 W/ COLOR NOT YET DETERMINED. REFER TO DOOR TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEET T-2 FOR W.S.E.C. REQUIREMENTS. FALL RESTRAINT MOUNT VINYL SIDING. COLOR NOT YET DETERMINED PVC SINGLE MEMBRANE ROOFING OVER R-21(MIN.) POLYISO RIGID INSULATION. PROVIDE SLIP RESISTANT 96 MIL PVC MAT & INSTALL PER THE MANUFACTURER'S RECOMMENDATION. UNLESS NOTED OTHERWISE, PROVIDE AN ALLOWANCE FOR 24 SF AT EACH MECHANICAL UNITAND 64 SF AT ROOF ACCESS. COORDINATE LOCATION & CONFIGURATION W/ OWNER'S REPRESENTATIVE. SLOPE AS SHOWN IN DRAWINGS AND AS REQUIRED FOR ROOF DRAINAGE. MECHANICAL EQUIPMENT. NOTE THAT THE SYSTEM IS NOT YET DESIGNED BUT UNITS SHOWN ARE 4FT TALL. +0" (397.67') FIRST LEVEL ELEVATION NOTES: -5'-0" (392.67') ELEVATOR PIT 1. SEE ALL DRAWINGS FOR CALLOUTS IN COMMON. THE DRAWINGS DO NOT ANNOTATE ALL OCCURRENCES OF ELEMENTS FOR CONSTRUCTION. SUFFICIENT INFORMATION HAS BEEN PROVIDED TO PRECISELY CONSTRUCT THE PROJECT. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE ARCHITECTS DESIGN INTENT IN AREAS THATARE NOT FULLY DETAILED. 2. SEE REFERENCE NOTES OF SHEET " T-6 ". `-/ LOPAEN PLANNING r','1Y OF RENTON MAR 2 6 2008 z Jp QCL — a Q W W to > tJ W Q Z Z O CL 0 wz H- p Fn u Lu LuU ��Di W W t w¢cp M V ) Cy- ZCI CID Z '4 N JdJ LLI N I-- II� VI W �N oLL U QM� 3 N � 03� V r j z 0 U °LoN °Q= W U) W X 6 J W U) z 0 a) J W) m � 00 wa Cl) 3! Z Cl)o W F Z Z 011 w O W IIT DATE: 31 JAN 2008 REVISIONS: PROJECT START DATE: 21 NOV 2006 A3.2 SOUTH & WEST ELEVATIONS : Plotted on 3/26/2008 at 11:00 AM by nrichardson. File Path: G:\0600 Renton Mixed Use\0600 Drawings\0600_Current\0600 Archicad\0600_Building_Current.pin Copyright, November 2006 by Jon Graves Architects and Planners CI 01M T^%A/ M OCV KIM 45 1 'Now ROOF LEVEL +35'-011 -It 0 111111110 Em +35'-0" (432.67') fin dium FOURTH LEVEL' — — — — — — — — — — m r._--..-- ..,__ s. — — — — — — — FOURTH LEVEL f,:TWIVD LEVELMm THIRD LEVEL ENCLOSURE BEYOND V/ VINYL INSERTS) REFU,< (CHAIP +15'-0" SECOND LEVEL +011 FIRST LEVEL -5'-011 ELEVATOR PIT' SUNSET BLVD. (NORTH) ELEVATION = 1 '-U" EAST ELEVATION SCALE: 3/32" = 1'-011 +15-0" (412.67') SECOND LEVEL +0" (397.67) FIRST LEVEL -5'-0" (392.67') ELEVATOR PIT c BUILDING REFERENCE NOTES NOTE: NOT ALL INSTANCES OF EACH MATERIAL ARE CALLED OUT; HOWEVER, ENOUGH INFORMATION HAS BEEN PROVIDED TO EXTABLISH A COMPREHENSIVE UNDERSTANDING AS TO WHAT ALL MATERIALS ARE. 001 VINYL WINDOWS. COLOR NOT YET DETERMINED. REFER TO WINDOW TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEETAGI,I FOR W.S.E.C. REQUIREMENTS. 9/16" METAL DECKING W/ 2" CONCRETE COMPOSITE FLOOR W/ COLD -FORMED 002 METAL FLOOR JOISTS PER STRUCTURAL. ONE -HOUR RATED ASSEMBLY PER ANSI/UL LISTING DESIGN NO. G551. SEE DETAILS FOR RELATED INFORMATION ON REQUIREMENTS FOR ACOUSTICAL PERFORMANCE. 003 EXPOSED SIDE OF P.T. CONCRETE SLAB. PATCH ALL HOLES. NOTE THAT ALL EXPOSED CONCRETE IS TO BE SEALED ONLY (NO PAINT) 004 42"(MIN.) GUARDRAIL (METAL SECTIONS W/ POWDER COAT FINISH ON ALL COMPONENTS). COLOR NOT YET DETERMINED. 005 C.I.P. CONCRETE STAIR OR RAMP W/ HANDRAIL (1 1/2" DIAMETER TUBE STEEL WITH POWDER COAT FINISH. COLOR NOT YET DETERMINED. ) 006 10" POST -TENSIONED CONCRETE SLAB PER STRUCTURAL 007 8" POST -TENSIONED CONCRETE SLAB PER STRUCTURAL WITH WATER -PROOF SURFACE 008 5" C.I.P. CONCRETE SLAB ON GRADE PER STRUCTURAL OVER 6 MIL PLASTIC VAPOR BARRIER ON AGGREGATE BASE COURSE - PROVIDE SLOPE PER PLAN. 009 2" CONCRETE OVER 3/4" PLYWOOD WITH 117/8" TJI AND (2) LAYERS 1/2" GWB SINGLE PLY ROOF MEMBRANE OVER R-30 010 RIGID INSULATION, OVER 3/4" PLYWOOD WITH 11 7/8" TJI W/(2) 1/2" GWB 011 R-21 POLYISO RIGID INSULATION, MECHANICALLY FASTENED TO BOTTOM OF CONCRETE STRUCTURE 012 2" CONCRETE DECK OVER 3/4" PLYWOOD SHEATHING WITH 11 7/8" T.J.I. 013 1-HOUR CEILING ASSEMBLY (2 LAYERS 1/2" TYPE X GWB) PRE -FINISHED, STANDING SEAM @ 16" O.C. METAL ROOFING W/ 4" GUTTER & 3" m 014 D.S. TIGHT -LINE ALL DOWNSPOUTS TO THE STORMWATER SYSTEM. SEE ROOF PLAN FOR SLOPES & RELATED INFORMATION. COLOR NOT YET DETERMINED. ALUMINUM STOREFRONT - US ALUMINUM SERIES IT 451 W/ DARK BRONZE 015 ANODIZED FINISH. REFER TO WINDOW TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEET T-2 FOR W.S.E.C. REQUIREMENTS. 016 GUEST PHONE W/ SECURITY CAMERA & SPEAKERS (Aj:7> N O T U S E D HANDRAIL, AS REQUIRED PER THE 2006 IBC (ANSI 1117.3-2003) AND AS DETAILED IN 018 RELATED ARCHITECTURAL DRAWINGS. 1 1/2" DIAMETER STEEL TUBING W/ POWDER COAT FINISH FOR ALL COMPONENTS (TYPICAL) 019 STRUCTURAL STUD WALLS PER PLAN- SEE WALL TYPES, ON SHEET A1.1, FOR MORE DETAILED INFORMATION 020 42" X 4" DIAMETER GALVANIZED STEEL BOLLARDS 021 > STRIPING FOR PARKING, PARKING STALL DESIGNATION AND/OR PEDESTRIAN PATHS. 022 OIL SEPARATOR VAULT (SEE PLUMBING DRAWINGS FOR RELATED INFORMATION) 023 PEDESTRIAN RAMP PER ADA FIRE EXTINQUISHER CABINET PER THE CITY OF RENTON REQUIREMENTS. 024 COORDINATE REQUIREMENTS WITH THE FIRE DEPT. PROVIDE SURFACE MOUNTED CABINET WHEN MOUNTED ON CONCRETE. PROVIDE FLUSH CABINETS IN ALL OTHER LOCATIONS. 025 C.I.P. CONCRETE WALL, COLUMN OR BEAM - SEE ARCHITECTURAL & STRUCTURAL PLANS 026 FIREPLACE EXHAUST. TO BE PAINTED. COORDINATE WITH ARCHITECT. 027 HOOK-UP FOR GAS BBQ. ASSUME ONE AT EACH LIVING ROOM EXTERIOR DECK. ALUMINUM TERRACE DOOR - US ALUMINUM SERIES 900 W/ COLOR NOT YET 028 DETERMINED. REFER TO DOOR TYPES FOR DETAILS. SEE ADDITIONAL INFORMATION ON SHEETT-2 FOR W.S.E.C. REQUIREMENTS. 029 FALL RESTRAINT MOUNT 030 VINYL SIDING. COLOR NOT YET DETERMINED. PVC SINGLE MEMBRANE ROOFING OVER R-21(MIN.) POLYISO RIGID INSULATION. PROVIDE SLIP RESISTANT 96 MIL PVC MAT & INSTALL PER THE MANUFACTURER'S 031 RECOMMENDATION. UNLESS NOTED OTHERWISE, PROVIDE AN ALLOWANCE FOR 24 SF AT EACH MECHANICAL UNIT AND 64 SF AT ROOF ACCESS. COORDINATE LOCATION & CONFIGURATION W/ OWNER'S REPRESENTATIVE. SLOPE AS SHOWN IN DRAWINGS AND AS REQUIRED FOR ROOF DRAINAGE. 032 MECHANICAL EQUIPMENT. NOTE THAT THE SYSTEM IS NOT YET DESIGNED BUT UNITS SHOWN ARE 4FT TALL. ELEVATION NOTES: 1. SEE ALL DRAWINGS FOR CALLOUTS IN COMMON. THE DRAWINGS DO NOT ANNOTATE ALL OCCURRENCES OF ELEMENTS FOR CONSTRUCTION. SUFFICIENT INFORMATION HAS BEEN PROVIDED TO PRECISELY CONSTRUCT THE PROJECT. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE ARCHITECTS DESIGN INTENT IN AREAS THAT ARE NOT FULLY DETAILED. 2. SEE REFERENCE NOTES OF SHEET " T-6 ". OF-VELOP ,TTy OF RENTT01`1 r'G MAR 2 6 2098 z J° �a 0. cl) w w cl) > J Wa a° ..j F— LL 0 WZ �° u oc) cn z OfU w0 �� CDx co= zU) ww 0¢ �¢ °0 U0 M z O � lMl nu Zcl Z 4 cli h N � W N ~ IInn VI DN `�o� W � U QCO � 3 � IW- 03� r � ry zv D 0 � J � m � 00 H (7) W Z� Z O W 11-- z Z a) W o W d' Re A3.1 NORTH & EAST ELEVATIONS : Plotted on 3/26/2008 at 11:00 AM by nrichardson. File Path: G:\0600 Renton Mixed Use\0600 Drawings\0600_Current\0600EArchicad\0600_Building_Current.pin j;ECIENEU