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HomeMy WebLinkAboutLarge FormatS 3 Q 6 i flr a✓ L_ 0v C 0 C) z _ W a m �E C d rL 0 G ,r) N PLAN -I-i+ii AS—BUILT_UTIUITY O CALL BEFORE DIG r 1-800-424-5555 1 I ; -w F ` i UTILITY NOTES SECONDARY POWER SERVICE TO BUILDING METER TELEPHONE SERVICE TO BUILDING($) " r{ _ W _EX_ _DIyyWA R (W 5008) W SEE ELECT. SERVICE FOR DETAILS. (2) 4 PVC SEE ELECT. SERVICE FOR DETAILS. (1) 4 PVC (STU I TO WES S bE IOF ; CONDUIT WITH PULL WIRE. C.C. TO COORDINATE CONDUIT WITH PULL WIRE. G.C. TO COORDINATE 321_F-8 DI II OAK AVE. E ; 1. ABANDONED UTILITY LINES LOCATED ON -SITE SHALL BE REMOVED AND PLUGGED WITH AND VERIFY REQUIREMENTS WITH PUGET SOUND AND VERIFY REQUIREMENTS WITF� U.S. WEST II , CONCRETE OR WOOD (T20 COATED) AT PROPERTY LINES TO CITY REQUIREMENTS. ENERGY. (TYPICAL OF 2 SERVICES) IJ ; PRIMARY POWER SERVICE TO T*NSFORMER II ( I ; 2. UTILITY LINES MAY NOT BE COVERED UNTIL AFTER THEY HAVE BEEN TESTED AND SEE ELECT. SERVICE FOR DETAIjI.S (1) 4" PVC II EX. CIB ; APPROVED BY OWNER AND GOVERNING AGENCY. UPON COMPLETION OF THE BACKFILL CONDUIT WITH PULL WIRE. G.C. 'TO COORDINATE II ! i OPERATIONS, THE UTILITY LINES SHALL BE RETESTED. AND VERIFY REQUIREMENTS WITO PUGET SOUND II i IE = 4.950 2" CONC W) ENERGY. II ' I � IF:=14.85(12" CMP E) ; EXISTING FIRE HYDRANT U I ; INSTALL "STORZ" ADAPTOR JOINT ACCESS EASEMENT ( I 1 11 HYDRANT MARKER ,�------ 36 LF 6" PVC SIDE SEWER STA. 1 +50.28 I PEMt CITY STD. ___--- SDR 35 O 2.0% MIN. CRL EAU OUT �I I _..-. I 3+ _.. PLAN B103 ; 3. ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS, AND COMPACTION MATCH FINISH STA. 2+68.73 (J ; SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEER'S _......_ __ - ..... i - - --....... ,_ _ ...............................a - G.._ L.... R E'.f�liliFirli]1rTl(]NS AND THE G17VFRNING AGENCY RFM IIRF►IFNTC I ITII ITY I IN['c " I I . I I I I IWsfw-Tr- _ $- SDR 35 I I I I 1 I I (TIDEFLEX) PER DETAIL SHT. 7 STA. 0+36 RIMS 24F..0 E-1a 1.i(s'p11C E) I u Y - FUTURE RETAIL- Iz NOT APART OF THIS PERMIT IL FF-23.30 I 11 I 11 ' u ---- IF I STA. 7+ 37, LT 46' 1-1/2- WATER MITER TH 2" SERVICE TO _ — — 0- BACKFLOW DEVICE - ( ND METER ON PRNATI� PRO ERTYY — - II I II _...IF I W I .i w . 4 � �. ., Ei. CC3fJC. S+GEC -------------------------- -- = ----------w-----------------..--- 7+00 C Q m cEI 00 cd O 2 Cd L 3 W U 3 Z 0 b� CIS 0 Q z O J W n a 1.. ' i i' - s ' I t �� LAN)1 my rtrL vn 1rr-VMr'A 1 IDIL11 T Vr 1 nt VLJRsn Jrv%LL t 1t V) HE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTIVE c� ........ 1 + 1 Q F 3 -~ �-* "; E:X. CB W ANDUBARGHAUSEN CONSULTING ENGINEERS (425-251-6222). Z .. ' RIM '_2.42 1 ` I •' � r to IE 15.52_02" ODNC W1 ' E) a _ ..-. CONC -- o _ X. POWER CAI i M i VA.)LT , THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH M Z �I , OF All- EXISTING UTIIUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE Z C _ '( `�; I'� !� ; UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSiRUCTK)N. < M N i DJU 'i� RII �jO 1i; .� ; - - - $ � r- THIS SHALL INCLUDE CALLING UTILITY LOCATE � 1 800 424 5555 AND THEN POTHOLING W 00 FINISH 'IDEWAI.rc Ex, CB 1 I ALL C'F THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY 2 01 I I Z RiM=`'12.77 VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE cV C9 Y r GRADE �. 2" J� PLANS TO VARIATION. 3 N N Z Z tr' T7a t ('C)I vV) BASED UPON 111E UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT �, p I •.� I IE. ) ; IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN Ln w Et._ MH CMP F �. CONSJLTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH N ►� -� AIR ATER UNIT 4�� t:. CCNrSiRUCTION. a0 u ,� ` .._ SIGN. J--t30X ,� 1 �, Y . / .. Q cn SE ARCHITECTUAL • �� 2}y��iCi�.`.�l) rJ ��Y.C}.JU PLANS �CC� �.ar'+"fir :%,/ � , LI 4 E:X.. FIRE HYDRANT• _.. _ ., _.�... X. POWER 'VAULT .�+iii1�. _ . RIM 11 Ei1;48" CMP r;) _.... _ _.._...._ . __.... __._ _...—._.._ • • d . __ • % 1 \`.'-� 11.Ei 1, 48' (MP E') � S. CAR(/ V ON, sb M 9 WASH B 1 .44 LLJ _.._..___. .................__..._._ ..............._ .T-. - ..._......._................. ..._.................. _ EX. SS�III•i � 0 SS.W.A'., �`p� f X. C6 _ 1 \! EX. BAFt' R ff<EF.: 1 W 43 d �7 1 f1G� 1 RIM�''3.67 ' : J� �Q' f, 288 �2 SAWCUT AND TRENCH PATCH RIM:-:24.64 1 I I 1;CE $` RAMP' \_ IE=5.67(36" CONC. w) Fs IST PER CITY STD. SEE DETAIL SHT 7 = Il EX. �SMVI S ------------------------------------------- EX. -- DI CL_ 52---------- �E--2-j-u --- IRGN}--- s:X..�YgI�:K vp: _ ! 1------------------------------ - ------ It: - Et -- --- E-)---------------- �~ ��NA L ECG b, �J RIM=:?3.cG s�3 _CO CONNECT TO EXISTING WATER WAIN (W-0328) EXISTING FIRE HYDRANT ,.� �EXI IWATER VALVE IE:=2.60(NE) rE:X- �2" D.I. WATER (W 032) EXPIRES 01-07-� PER CITY STD. (TYP. OF 2 BY CITY) INSTALL "STORZ" ADTO �,' IN itUANHOLE \ IE=2.6D(sw) _............. CITY OF RIM=23.71 Ex. SCfMH ON 8+00 _ IE t 5.61(12" t;ONC i 9+00 I' l.:1 r`� 0+00 (N) == DEPARTMENT OF PUBLIC WORKS l-' IE:=10.9106" CONC w) 10+00 (E) N111—POTHOLE AND FIELD VERIFY DEPTH, LOCATION AND DIAMETER PRIOR__ BY ......................... _......_....._.._.. __--- - I£:= i ().71(a4" CON(: E} TO CONSTRUCTION. SEE NOTE O i i ,� BY UTILITY PLAN _..._...._................. _____......... __._---_...._ - _ _ _ ____...__.___ _ _._.._ _ _ _--•--..._ i _.___._.__.._.. _.__....._____.__._ _. _ _..._._. _....._...._.....___ 7 —1 1 SW 43 rd STREET AND OAK E S DALE I I p wreaka?•:%"r _.. _-.- Z ww�•���1��• File: P:\SDSKPROJ\6777\ENGINEERING\6777AU.DWG Dote/Time: 05/03/191)') 10:29 Scale: 1-20 brionw Xrefs: Z6777I,Z6777S,Z67776,Z6777-T,Z6777ASB,94333FP, 2 AS -BUILT REVISIONS BW JG 4/29/99 1 MISC. REVISIONS BW JG 7/20/98 NO. REYWON BY APPFI. DATE DE9IQNED - DATE - FLE NO. DRAVM - CHECKED - BCALE 1" 20' FIELD BOOK PAGE_ APPROVED DIRECTOR OF PUBLIC WORKS *EET oF7 sr,ANNFn MT - R 1000 _qq —� �— l&tom 0 Z M 0 W U m 0 D Q a� Cd fig Cd O Cd 0 L rn U Z 0 Cd 0 N CC co w co a�cri 8 a- Z J Q Z W � Q J W i n U.1 J H H I Z U z N O w w 0 w z z o M N ONO Z ww z00 in onlo Z 3 N N W Z IN CN In 1n00 J Y .�� U f= v' !' s v d�> 0 Z _ W C? k' 7 SEE DETAIL SHEET I o � O �, t / II �:......__.......... 52 _ AF x X �`l.� F� C E3 I I l a '; c:.. iD SijMH _ ' N '?°� - Ny _ �- _ _ ._ _ .� .-- _.... _ _.. ------------ -- -' _ _ _ - _ �.._-..._.._... --- - _ . _ �. . •� .._ _..._ ERJM� 24 u 1--..-...... _.. _. _ __ ' � 3� O A L 24.4, RIM==2.,.�i- --r1�'�- t. r ri c,• `L If:.-:15.£1� . CONIC � � - 4c. L ,� { (' � CONC EXPIRES 01-07-� -A-;4_ IE-� 1 U.71(54•' C.OrJC Ej I► CITY OF RENTON rN lUa ,4 •, . BY �' DEPARTMENT OF PUBLIC WORK8 � N......................................................................................................................................................................................................................................................................................................................................................... - a j' II -; BY GRADING AND STORM DRAINAGE PLAN 4. ___._._..._.... __................ _..... .......... - 7-11 SW 43rd STREET AND OAKESDALE z AS -BUILT REVISION 4115199 BY ....... -.... - - j 2 3. 3 PER AS -BUILT REWSIOV'IS Bw JG 4115199 DESIGNED - C DATE - FILE NO. , w PER CLIENT REVIEW/CITY COMMENTS BW JG 9/17/98 DRAWN - ti 1 MISC. REVISIONS BW JG 7/20/98 CHECKED - SCALE 1 " - 20' HELD BOOK _ PAGE_ LL ZF.ET��7*7C. NO. REVISION BY APPR. DATE APPROVED DIRECTOR OF PUBLIC WORKS File: P:\SDSKPROJ\6777\ENGINEERING\6777AGM.DWG Date/Time: 04/15/1999 10:38 Scale: 1=20 brianw Xrefs: Z6777T,Z6777S,Z6777B,Z6777-T,Z6777ASB,94333FP, sI-] - � _/D® LL -2 �>(C 9•a 14 c r� � mu.,c", nr+r .. o �n�tn L L � V) I L I a. a. O � Z 0 CL o U Z L.J CD Q Z _Z 0 C.� g � � J � m Q a 0 •E Q o Zj lij TAW - 0' \..) €0 \E_ 0 ie WIN C_ 411 Cr-,- °t C 02 a0 CL q� _1010E. AS -BUILT -GRADINGSTORM CALL BEFORE YOU DIGS RE;� 1-800-424-5555 19 a 2 x; >� II II z I I i, Xt: •. 0 10 20 40 I I I ES6tT. '•X „'� II II Ey :' <rL'� li JOINT ACCESS Ik j ! I , '•; j EASEMENT BY I I i I j` IE.=14.a7i 12" corJc) E; ; II I I' IE:::14.97( DEVELOPER/ I rJ, ( 11 i 2" COrJ(. IN r BY OTWERS ({ OWNERS. X II l 50, I +00 { TOP 3:1 o-, C 3 TYPE I I' ' y r . I e I rl i SLOPE ;XR 21.30 _ _-_ __ ___-_____Z41_= �b c%' - II y • v i " PVCXW > 4 N 88'48'43r W if 17. d PbC r / I Minim » !: 14 I ism I I I I I x• � �, ""'`�t. DRIVEL PER ITY STANDAR SEE. 7 DS Lk#fT S> r r` f ° • CS 01, TYPE 2-W'(BY OTHERS) k I . ' Ip�I kiu=< B< 35 EXr�PER OAKSDALE PH` 1 SHEET 4 OF 9 RIM-94.aCAYATiQN CJANTE -+64rRIM- $ (;MP t) FOR PERMIT PURPOSES ONLY 1E-1&7Q(19-� PW N) I� xry 1E- 9J 1T' PbC EAw?Z0002' PVC.�*' i21GH FILL- 950 URN ONLY' CUT- 560 CU. YDS. (910 TONS) 1 / AE-17.00020 PbC Y� • • �, NET IMPORT U 390 CU.3YDS�N821 TONS) :SITE $IGN SEE CHITECTURAL L _ _ - .......: •......_ 29 LF TEMP. EXTRUDED. _ r 1 CUT- O 120 LBS PER CU. FT `"r J` ,1 ASPHALT CURB • • ;? j ��' i FILL- 0 135 LBS%PER CU. FT. -. 00 wm STORE ,. ; X •. { �a 11 .. I FF=23.32 • L I I LEGEND: I ...... fl7TURE !� ` "` _.. .- - ... • I til II NOT A PART I ( I ° % f I X ' 1) I I ... I r EXISTING CONTOURS ............... Z I I' I PROPOSED CONTOURS-----22------ { EXISTING STORM LINE - - - - - - - - - , l j I PROPOSED STORM LINEN FUTURE ° Ed, iX. .1% EXISTING CONC. WALK3.20 I 7 22,p0 Xtil PROPOSED CONC. WALK rM7G' ° •rr2�V ���� k . 5LF 6' PVC 0 (I 1 I I `;=,'' 1 E:�: MiNAIRE �+�� �. �/� I 2% STUB AND CAP 21.70 4 d l K aY ?, i EXISTING SPOT ELEVATION I` _. SU E dV I 11... FOR FUTURE' cxrcNTb �!'" ^^� x ` II '� I I ; ' i I�i!1� il�llI� glrti I+ ill` }. ;;✓ . 1, I Q `1`�CB 5 TYPE I I' �$� �, �� I i'' I q jl l"I �' I , 0 PROPOSED SPOT ELEVATION 22.61 r: FUTUREx'' I - - -�"� BUILDING EXISTING SANITARY SEWER I{ T. NEW SI", ALK PER P L ti r NOT A ART �. ' IE 1?iobC N u • ' *R..,. + ' PER DET�AN. 4/ CITY S1ANpAR S - - I EXISTING WATER LINE - W - - a 19 1 x 1 257t "� .wr.,..... ' 1 s ...•.,,.., , ./ SEE DETAIL S�iT 7 x �1I 1 •` �� ���•. „"`^ I I it FLOW DIRECTION I� Ar.i.. X ,;MH ....................................................... T(E�Iy� w RIM=22.20 HEAVY DUTY ASPHALT 242R (SEE � 2-41 ! IE 3,0u(rJ} J ' I 10 5 ASPHALT PAVEMENTLd f ii . ' I; o 11 61.16 •' a �' •° a ,� o I RIDGE LINE - - - - Z �,, IF-- _,....._ ........... PVC ----- - -- I • ' , • ,.:..,...• rr =d - -a - • ') 7 �I , ; y IL_ _...... rr�; ,' 4 v O•I / _.E3l.�N) ;b _.... _.. 11 I ---- - - i �L ICANOPW • t . ^'.................................................. y ,. ( 4 ® °::. : ° ® ` - - -` - - - - J _ I: G ! > .y ' IE:: .87;w} GENERAL NOTES XM I - - - - -�l ° • , ° ,SEE ARCH. DRAWINGS A. q -°, - - - E y/ ... ....... y� ) _._..........._ it ° fl °.`�O° • 1. REFER TO ARCHITECTURAL SITE PLAN FOR II i 1.4 6" DIP • 4a - - - - - - - - - j ;} "L__ HORIZONTAL CONTROL DIMENSIONS, PARKING - -'' - 6 eVC TO ° - - "- - - - - -' - • _ I � - STRIPING SIGNAGE AND ADDITIONAL SITE a QE 50 • ,` J.Ih.I -i1 4' ' 40 r I(�_ »...._ .__......... C8 6 •TYA!`••I. I{ �� 0 0,9 RQOF DQWNSPdUTS 4• Q ' �x '�� IF W 15 t2'( (:Nc wl ! DEVELOPMENT INFORMATION. _ . II RIM-iP fs4 ?2SQ_ - 22:6 fi a 6 1; x $'w L° _ IE:� 15.4 (1: "CUNC E ' I. I I{ -11 - X • I� 1 J. 2. ALL TYPE 1 CATCH BASINS SHALL BE PER I 22.. _. 19. I L Nwj II _. _ _ _ _ >- ° MIN CITY OF RENTON STANDARD DETAIL 8-01, I�-- PAGE B-012. 23.3 '� I .. • 11 �' 19 1 fr , t -- - - 11.-.. ,- - -- ---- ,---=-=- p I f �y fl N I'_... _... .... _.............. 10 AL � s: Ir PER _ , LK:F'T 1)l1TY T �' iL.'AAH TO NEWIr;.3?tl�.' CON(, W} k 47 �� 4 IItE-16 17(l y (,MI. E} ' •>.1 P£R 1 f C6 ! IDEWAL GRADE � • ""'JUST X. I SIGN 0 24. GNAL _ I ............................. ,) 4 %{/ BOX ay ..... 1: , .� I ... .�). ;")' �....... a r.. .. .......r ;l:................•.. .... .. X4j., I `� \�� ' \ �- E'.X �.,DMI'{ 'U I ( I �. DEWAL GRAD l rh ,1h� R TURN ONLY SIGN 0 .v - L. EX.►i MP } l- •G 24.5 i ihk.-._.\^ F W':.ht �r�.i)I..1 !x� M • �.._. r:. �' \ 1 11.'i1�4R� iJ I -- �- SIGN SEE HITECTUAL _ d aG y 9 ,:. ' SITE PLAN 1`�- 4 , ? L i�.. . \=11.81(48" CMP E: I rl 1 ' .• d,y� _, . - • di 4 • d� .• .. . `. .• 'd. , i E.� i)iJ- I. a • • • ° • 4 r'v� `X Fj. b 7 I ..------ ......_�t"_..... ......- 11 r, O, •-•- °^ EX. CUNC. 1DEWALk%' - _.._._. -- _....A.._.._.-__._-.. _.'L.__��„y.•-1....A........._...�....J.............__•--_._........-_.._....-..... ' _._..-. • d %r•__ •_i""�-----•:..._._ .....-.._ _. ..._.._ 4,T�' �» ` I I r '%�� / ����,.r �t�/� NEW SIDEWrj►LK i _ - ._-- .._- _.._......._.. MATCH EXITING G �` I ►. ^� ti. WITCH �(ISTI�M - = _._.__... . ............... Y �..�d _...._arc.. _ SIDEWALK E:X. Cli - >r� ,y.` I I EX E3Af2611 R FREE \ r�IM �.61 Sys W \L• • RIM 24 6� ACr 'RAMP .. E �"I:� Ir..=::5.67(ab" CONC. W) S.W. 43rd STREET �, L E;;� \ RELOCATE EX. BUS SIGN IE:=2:3.U0(r," IRON) _ .. _WATEi _ A �5 1 1' J� E_� � - L • ..... ... IE••• a.�t b Ut ) _..___.._____________----.._....__.---_..__-_---__..___..»________............__...._. ________..___.._...._....____..---____....___......---..___..__. _ _ __.._..___.____-__.._ __... _._.._..__..______.._-------__.-----____ i Yi�l I - , E.X .WA'fE:K MAi'J1 01[1••I1 ............................... ih 6�NhtEj• I _I �:.. _ DRNEWAY PER CITY STANDARDS ' E �,. , " • l 61 w, ROOM FINISH SCHEDULE FLOOR BASEI WALLS CLNG GENERAL NOTES �- o w o INSTALL VINYL CLAD z w I- I- SHEET ROCK IN TOILET YU ao ROOMS 107 & 108. � J Q` Q Z wod0J z� oaI v ►= w w 0 o vw Um >- w o oaJ Qf o! Uj ROOM ROOM S w CY (o z M a V)c i N ci CEILING NUMBER NAME HEIGHT REMARKS 101 MERCHANDISE 1 • 01 • 101 01 110'-0 5/8" 102 SALES • • • • • 10'-0 5/8" 103 F. F. PREP. • • • • • 10'-0 5/8" 104 COFFEE ISLAND • • • • 10'-0 5/8" 105 BEV. BAR • • • • • 10'-0 5/8" 106 BACKROOM • • • 1 *1 l0'-0 5/8" 107 TOILET • • • 01 10'-0 5/8" 108 TOILET • • • • 10'-0 5/8" 109 CDC TOTE • • • • 10'-0 5/8" 110 ELECTRICAL • • • • • 10'-0 5/8" PLYWOOD ® ELEC. PANELS FIRE -RATED 111 OFFICE • • • • 10'-0 5/8" 112 10 DR VAULT • • PRE-FAB FINISHES DOOR SCHEDULE MATERIALS DETAILS DOOR FRAME GENERAL NOTES 1. UNDERCUT ALL INTERIOR DOORS V) 1-5/8" FROM FIN. FLR. V) J 2. DOORS 4, 5, 6 & 7 w z Q TO BE 1 3/4 THICK r,.) W/FRP ON BOTH SIDES 7 a = g MAKING THICKNESS 2". z ~ z o z J 3. ALL INTERIOR DOORS : J 2 Q m m TO HAVE SELF -CLOSING 0 0 DOOR O _ O - Uj Q Q �_ HINGES o OPENING SIZE Q REMARKS 1 1 6'-0 X 7- 0 1 3/4 • 7-A -A3 -A311-A3 KAWNEER 2 2 3'-0" X 7'-0" 1 3/4 • • 1-A32-A3 2 -A3 3-A3 PANIC HARDWARE 3 NOT USED 4 4 3'-0" X 7'-0" 1 3/4 • 101 5-A 5-A3 5-A3 6-A3 ONE WAY MIRROR 5 5 3'-0" X 7'-0" 1 3/4 • 01 5-A35-A35-A36-A3 6 7 3'-0" X 7'-0" 1 3/4 • • 5-A3 5-A3 5-A3 6-A3 FRP BOTH SIDES 7 7 3'-0" X 7'-0" 1 3/4 ♦ • 5-A 5-A3 5-A3 6-A3 FRP BOTH SIDES 8 2 3'-0" X 7'-0" 1 3/4_ • • 1-A32-A3 2-A 3-A3 GENERAL NOTES 1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE ARCHITECT, AND THE SOUTHLAND CORP. CONSTRUCTION MANAGER. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES AT JOB SITE PRIOR TO COMMENCING WORK. 3. VERIFY SIZE, LOCATION, AND CHARACTERISTICS, OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY OWNER OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. 4. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL EQUIPMENT AND WORK WITH CONTRACTORS INVOLVED. 5. ERRORS AND/OR OMISSIONS IN ROOM, DOOR, AND WINDOW SCHEDULES DO NOT RELIEVE THE CONTRACTOR FROM EXECUTING WORK SHOWN ON DRAWINGS OR DESCRIBED IN SPECIFICATIONS. 6. FURNISH AND INSTALL METAL CORNER REINFORCING AT ALL EXTERIOR CORNERS OF GYPSUM BOARD INCLUDING DOOR JAMBS AND HEADS. 7. ALL DIMENSIONS ON PLANS UNLESS OTHERWISE NOTED ARE TO FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD AND FROM FACE OF INTERIOR FINISH SURFACE TO FACE OF EXTERIOR FINISH SURFACE. 8. REFER TO SHEET EF1 FOR THE SECURITY SYSTEM AND RETAIL AUTOMATION COMPUTER STATION LOCATION. 9. NO EXPOSED CONDUIT/PIPE/ETC. ON INSIDE OR OUTSIDE OF STORE EXCEPT IN ELECTRICAL ROOM 110. MATERIALS SCHEDULE FLOOR 1. QUARRY TILE 2. PRE -FINISHED WALL PANEL FLORIDA TILE, "NATURA CORTINA", "FRP" MARLITE P-140 12 X 12 RUNNING BOND, PEBBLE FINISH, IVORY COLOR: 7901 "CALCITE" GROUT COLOR: LIGHT GRAY 3. RED STRIPE DECOR TAPE COLOR: RED STRIPE WITH 2. VINYL COMPOSITION TILE CHROME. 9" HEIGHT. MFR. ARMSTRONG IMPERIAL MODERN BY KUX. #51858 "SANDRIFT WHITE" CEILING 1. ACOUSTICAL TILE. ARMSTRONG 3, EXPOSED CONCRETE - SEALED, SHASTA 2907 NON PERFORATED 2 COATS SENLEV PRIM-A-PELL STD. FIBERGLASS CLG. PANELS WHITE VINYL FACED. SUSPENSION BASE SYSTEM - PRELUDE XL 1. BURKE BASE - 6" WITH 3/8" RADIUS COVE, No. 430P-TAUPE PAI NT 1. REFER TO SPECIFICATION WALLS SHEET SP5. 1. PAINT --INTERIOR -SEE PAINT SCHEDULE, SHT. SP5. STOREFRONT PAINT --EXTERIOR -SEE PAINT SCHEDULE, 1. KAWNEER SHT, SP5. SYMBOL LEGEND 1 �6 ROOM NUMBER 1) DOOR NUMBER O WINDOW MARK X COLUMN LINE C.P. CIGARETTE PULL F.E. FIRE EXTINGUISHER F.D. FLOOR DRAIN F.S. FLOOR SINK G.T.M. GAS TANK MONITOR H.D. HUB DRAIN LAV. LAVATORY M.T. METAL THRESHOLD S.S. SERVICE SINK W.C. WATER CLOSET W.H. WATER HEATER ri Uj t DETAIL 0 REFERENCES IT M I SHEET w 3 ITEM NUMBER A7 SHEET NUMBER 3 WALL A7 SECTION 1/A1 ROOM OR CABINET ELEVATION 3 A7 EXTERIOR ELEVATION 4 A4 MATERIAL LEGEND ® EARTH IN SECTION GRANULAR FILL SAND _ ASPHALT 0 CONCRETE PAVING CONCRETE IN SECTION ® FACE BRICK CONCRETE BLOCK ® BATT INSULATION ® RIGID INSULATION Q ® CONTINUOUS WOOD FRAMING ® FINISH WOOD Q ® WOOD BLOCKING (SHORT OR SPACED) PLYWOOD ® STEEL GYPSUM BOARD OR GYPSUM SHEATHING AS NOTED CEMENT PLASTER ® QUARRY TILE ® CERAMIC TILE ® ACOUSTIC TILE OR PARTICLE BOARD AS NOTED ® GLASS IN SECTION RoeI Q U M F.S. o p i� 0 Ld .__)N2 W 6 IRRIGATION CONTROLS .. a w w pwZ N O�� Q30 " 41 3„ 50 a 34' z w WATER FILTER of REF SHT P2 MOP S NK 2'-0" . 3'-0" 20'-3" fli17 ' A3 A 34'-4" 4 A6 8'-4" 10'-4" -n LADDER LADDER RACK / II OPTIONAL DOOR LOCATION / II c ( POST+ MI JUICE r 1 I HI I T " 0, TRAS 1 r I ❑000A� 33 DAIRY CASE ICOPIER N i'M 1 I i4 SLURPEE - (--_ L - J 0000 wiw - - - FLEXIBLE BEVERAGE CUSTOMER SERVICES ,...._..i.___.,_..,_.._..._, F.S. EXPANSION � BEVERAGE BAR IED 105 TEA N 00LO CAPPUCINO GRIND F.S. COFFEE TRASH COFFEE o o ® ° 0 0 'CO ® 0 4' _0" � 5-9 1 /2" 0c] w - o TRASH 0CUPS 12"xl2" FLOOR CAFE COOLER CAFE COOLER TILE PATTERN COFFEE ISLANDCUP TREE o REFRIG. 10-4 COND. STATION CHILI 3'-0" CHEESE WIRE SHELF '-Y - - - - g � ® 60" A.F.F. � 0 3-SIDED PASTRY ° a z n i� CASE W/ DOORS w r � v'• CO2 EXTERIOR HAND ��,, FILL BOX 072" SINK O NACHO � oo N I I � H.D. = I OI 1 II FASTHOT � I I I BACKROOM o 4 I 3 FOOD w I ROLLER G �, ►� I M PREP. zg I GRILL � 6' 2 SI D 0 0 I Mh' I 106 (I 103 °h 3 I 6'-10" - NOVELTY CASE 8USS0 A /2" ISLAND F.E. MERCHANDISER to MON & KB 30" DEEP TRASH Q SEC. CAMERA/ SECURITY I CONT. O/H RETAIL v ABOVE V MONITOR SHELF z I SHELF ® , INFORM. U) o 7'-3" AFF _... SYSTEM `o w HOT HOLD RE:2/A2 s Y DRIVE TRASH 8-9 HAND 1 1 INK BAG \\\ LOTTO GLASS M I 3 -1 !" 9" 2'-6" 1 -74 HI TICKET T (4) 06"X72" I' - < % DISPLAY `p- KEY NOTES: 1� PROVIDE ACCESS PANEL IN WALL NEXT TO ICE MERCHANDISER FOR ACCESS TO H.D. 2❑ 3" PVC THROUGH WALL AT FLOOR FOR SYRUP LINES. EQUARRY TILE TO DOOR NO. 4 AND BUTT TO VAULT DOOR W/ BULL NOSE 4� PROVIDE FULL HT. 90' (MARLITE #M-961) AND 135- (CUSTOM CUT FROM 90' PIECES, UNTIL 135- C.G. ARE AVAILABLE) PVC CORNER GUARDS AT ALL OUTSIDE CORNERS. PVC CORNER GUARDS TO BE 1 1/2" X 1 1/2" X 120". COLOR: P-140 IVORY PROVIDE FULL HT. . STIL.GUARDS (MARLITE #560SS)SAROUNDC AULTRENTRAN E DOOR- STORE SIDE. ST. STL. CORNER GUARDS TO BE 1 1 /2" X 1 1 /2" X LENGTHS AS REQ'D.. 3" PVC THROUGH WALL AT FLOOR FOR OPEN AIR CASE DRAIN TO F.S. am HDC �\ / TOILET 10 00 L0 z r T�01 10 LET �� A6 LO ® 00 F H.D. o_ • U `D o 5 6" P.V.C. z w CHASE 4'-0" 1 1" A.F.F. -71�- CORNER GU fRD I " I 10 1/2 04 0 0 z>z W2 w0I W - 04 I� Jam= L Q o! U � n z W INSULATIONR 13 -8 AT-T OFFICE A, • A LE ., 1110 I, I \ 14 PHONE I KAWNEER REV \ INTERCO STOREFROr�Ir A3 / I I A3 M ROCK TRASH CAN I / 5M LINE OF SOFFIT ABOVE 1 I 9" 2 I A6 A6 _ 9" _j 10'-11" 1 V-O" I 16'-4" -- - - - - - - - - - - - - - - --------I -------------------- -LI ----I - - - - - --------------J 4'-0 I 36'-0" �`- LIN OF SIDEWAI 12'-O" I I I 1 I REF SITE PLAN FOR i 2 A4 3 1 4 HANDICAP RAMP LOCATION I I I ALL THREADS 0 4' O.C. ('l-')FLOOR PLAN - - 5/8" PLYWOOD PAINTED A2 SCALE 1/4"=1'-0" ----------------- -------------.-.__. - ---- r 0 2' AIR GAP a. as z 0 �U 2 � A4 30 rj z r � 05 .t w z I � N O M J � �N 0-c y OF?Lc^;1OP��1f1N� SUN 1 1998 NOTE: >% VET GENERAL NOTES: 2x4 LEDGER REFER 17/A3 FOR PLAN DETAIL -PAINTED REFER 13/A5 FOR ELEVATION A. FRAMER SHALL ALLOW FOR DRYWALL, CORNER BEADS, AND FRP PANELS FOR PROPER FINISHED DIMENSIONS REQUIRED TO INSTALL EQUIPMENT. EXTERIOR SOFFIT SPEC. 06200 Aluminum Soffit Panels: Fabral/Alcan Aluminum Corp. POSI-lock, .032" aluminum alloy 3105-1­114 solid soffit panels. Color: White, non perforated. Use vinyl soffit as an alternate material in high humidity areas. NOTE: ROCK TRASH CANS - LOCATE AS FOLLOWS: 1. ONE AT EACH GAS DISP. ISLAND 2. ONE AT PAY PHONE 3. ONE AT EACH AIR/ VAC. NOTE: PROVIDE OTHER TRASH CANS 1. (2)-LEFT & RIGHT FRONT DOOR 3/8" ALL THREAD HUNG FROM ROOF TRUSS WITH UNISTRUT SPANNING (2) BOTTOM CORDS AS REQ'D 2'-6„ OVERHEAD SHELF ('2')SHELF DETAIL A2 SCALE: NONE 2x4 STUD WALL ® 16" O.C. - FRP 5/8" GYP. BD. 1 " AIR SPACE CEILING LINE OF EQUIP. 2x4 HEADER ABOVE FRP ON CMU SPLIT FACE CMU (-3') POST MIX HEADER A2 SCALE 1-1 /2"=1'-0" z ,A LLJ zW °=a z.1 LLJ Y^A Z LLi I W 0 0 W z W Q F-aW0 Lv yLJ N w w<� zLLJ ~ U Qzv; �V� Q U N O oz Z O Lj < `-�a0- �0 U V) f- z W D 0 0 W I� to z Q ~ _O 0 F- L) Qu v) F- z O V 0 0 0 0 O z z z z z n 1� n 2 = 2 2 = 00000 (n N 0 N V) o`wwww w w w w w a.a.aaa- r- nrn°'rnrn N NI-1 NI-1 (D N I`, O) I� N N N � tf) •- N to PROJECT NO: 98066 APPROVED' J. SANTI DATE: ISSUED MAY 1998 SHEET A 2 OF 9 SHEETS 15)� - 9?-11196 0 N 00 0) 0) N Z NOTES SITE SQUARE FOOTAGE: 69,939 S.F. EXISTING IMPERVIOUS SURFACE: 0 S.F. EXISTING UNDEVELOPED AREA: 69,939 S.F. BUILDING SQUARE FOOTAGE: 11,493 S.F. 7-11 GROSS SQUARE FOOTAGE: 2993 S.F. SPECIALTY RETAIL GROSS SQUARE FOOTAGE: 8500 S.F LOT COVERAGE OF STRUCTURES: 16%b TOTAL PAVEMENT SQUARE FOOTAGE: 61,115 S.F. WETLAND SQUARE FOOTAGE: 0 S.F. PARKING AREA TOTAL: 77 (16 ®CANOPY) ADA: 3 ALLOWABLE BUILDING HEIGHT: 50' PROPOSED BUILDING HEIGHT: 18'-10 1 /2" REQUIRED SETBACKS: 10' PROPOSED SETBACKS: 10' PARKING REQUIRED AT CONVENIENCE STORE 2600 S.F. G.F.A. x 1 /200 = 13 STALLS PARKING REQUIRED AT SHOPPING AREA 1326 S.F. G.F.A. x 1 /100 = 14 STALLS 6058 S.F. G.F.A x 1/200 = 31 STALLS TOTAL STALLS = 45 STALLS TOTAL PARKING STALLS REQUIRED = 58 STALLS COMPACT STALLS ALLOWABLE = 61 x 30%b = 18 STALLS 125'-0" 49'-6" ._8'-6",_18'-0" MIpACT I MWKT I OVACT I CURT I COIPACT E)' 0' SETBAC K' ATNWC N OF BUILDING 24'-0" r 9.3 I cV '-0" 0 i i� L I0 I N 20'-0" 305' - 0" 180,- 0" ACCESS TO ADJACENT PARCEL 50'-0" NMI I� � u al va.I. 7I� ail tl �% ,■ ■ i �. r s 13.3 gas13.4 13.1 13.2 10.3 MWHIM r� •_: ICI .3 SEEMED N 88'48'50" W I �\ APPROACH 290'-l" 0 (E) SIDEWALK I o LO X `IN �w SW 43RD STREET NOTE: FOR TOPOGRAPHY AND LAND CONTOURS SEE GRADING PLAN 0 10 20 40 60 80 SCALE: 1 "=20'-0" 3.11 47'-0" R.O. W. 2.2 3.10 16.4 5.3 10.2 I N CO W Q W I Q co W I O (E) APPROACH T I a O (E) CURB RAMP TO REMAIN I KEY NOTES 0.0 DDIVISIM 2 - SIM IMIK 2.1 A.C. PAVING PER SOUTHLAND STANDARDS, SEE D13/SD3. 2.2 OFF -SITE WORK PER CITY OF RENTON STANDARDS, SEE CIVIL SHEETS 2.3 LANDSCAPING (TYP.), SEE SHEETS L-1 THRU L-4 2.4 CATCH BASIN, SEE CIVIL SHEETS 2.5 10' X 20' TRASH ENCLOSURE, SEE Al /SD2. 2.6 OIL WATER SEPARATOR, SEE CIVIL SHEETS 2.7 WATER QUALITY VAULT, SEE CIVIL SHEETS 2.8 STORM DETENTION VAULT, SEE CIVIL SHEETS DIMS ON 3 - CONCFEM 3.1 8" TANK SLAB, SEE SHEET G3 3.2 6" DRIVE SLAB, SEE G13/SD3. 3.3 MULTI -GRADE PRODUCT DISPENSER (TYP. OF 8) REFER TO G10/SD2 3.4 PROVIDE DIAMOND GRATE TEXTURE SURFACE IN CONCRETE 3.5 RAISED CONCRETE WALK, SEE A13/SD3. 3.6 NOT USED 3.7 CONTROL JOINT, TYP., SEE A10/SD3 3.8 EXPANSION JOINT, TYP., SEE A10/SD3 3.9 FLUSH TRANSITION (A.C. PAVING TO CONCRETE SLAB) 3.10 6" CONCRETE PLANTER CURB 3.11 6' CONC. SIDEWALK DNIBION S AIETAL.9 5.1 40' X 123' CANOPY, SEE CANOPY STRUCTURAL SHEETS 5.2 24' X 76' CANOPY, SEE CANOPY STRUCTURAL SHEETS. 5.3 4" DIA. STEEL GUARD POST (TYP OF 7) DMUDN 9 - Ff�FE3 9.1 PAINT COLUMNS & ISLANDS "CITGO BRONZE" (TYP OF 8) 9.2 17' X 18' "VAN ACCESSIBLE" PARKING SPACE,w/ 2' OVERHANG ® CURB, SEE A10/SD2. 9.3 9' X 18' PARKING STALL WITH 4" WIDE STRIPES,w/ 2' OVERHANG ® CURB OR LANDSCAPING TYP. 9.4 4" WIDE PAINT STRIPES AT 2'-0" O.C. 9.5 DETECTABLE WARNING PER WAC 51-30-1106.4.8 & WAC 51-30-1106.17 9.6 PAINT PARKING STALL STRIPING (TYP.) 9.7 PAINT HANDICAP PARKING SPACE, FURNSIH AND INSTALL HANDICAP PARKING SIGNAGE PER REQUIREMENTS. 9.8 8'6" X 16' COMPACT PARKING STALL WITH 4" WIDE STRIPE ,w/ 2' OVERHANG ® LANDSCAPING, TYP. 9.9 9' X 20' PARKING STALL WITH 4" WIDE STRIPES, TYP. DMISM 110 - BPECIALM 10.1 ROCK TRASH CAN, TYP. OF 4 10.2 T67 POLE SIGN, SEE E16/SD2. 10.3 "CITGO" LOGO, SEE SHEET G1F. TYP. OF 2 10.4 NOT USED 10.5 SIGN "EMERGENCY PUMP SHUT OFF" MOUNTED ON BUILDING ADJACENT TO SWITCH DEN 111- E«l1 11.1 AIR/WATER STATION, PROVIDE CONCRETE PAD, WATER AND ELECTRICAL, SEE SHT. G12, INSTALLATION TO BE FREEZE PROOF DNEM 10 - SPECIAL 13.1 ENVIROFLEX PRODUCT PIPING, SEE SHEET G10. 13.2 FIBERGLASS STAGE II PIPING, SEE SHEET G10. 13.3 (4) 10,000 GAL. TANKS W/ ASSOCIATIVE HARDWARE, SEE SHEETS G2 & G5. 13.4 VENT RISERS, SEE SHEET 010. DN1910N 16 - ELECTFICAL 16.1 INSTALL EMERGENCY SHUT-OFF SWITCH WITH COVER, PER SLC SPECS, 48" ABOVE FIN. GRADE 16.2 HIGH LEVEL YARD LIGHT, SINGLE HEAD (40OW), SEE SHEET G12, TYP. OF 10. 16.3 NOT USED 16.4 PUBLIC PHONE BY OTHERS. PUBLIC TELEPHONE SHALL BE HANDICAP ACCESSIBLE. PROVIDE POWER AND 1"0 CONDUIT FROM PHONE LOCATION TO T.T.B. SITE PLAN SOUTHLAND NW CORNER OF SW 43RD ST. + OAKESDALE AVE. SW RE ON, WA. �..: INDEPENDENT DEVELOPMENT COMPANY, L.L.C. 742 First Street S. . FSrkland, WA 98033 . (425) 827-3688 L ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES DES ON" Ixa 1550 140th AVE NE #100, BELLEVUE, WA 98005 (425) 746-4677 DEVELOPMENT PU- CITY OF RENTO " JUN 1 `1 1998 i+ RECEIVE FIHL FeViEW W4rnA - DATE DATE: 5/11 /98 DR. BY: APPR.: RHL # 9433.30 PRELIMINARY PLANNING HEALTH PERMIT BLDG PERMIT GENERAL BID "PERMIT REVS SHEET S-1 CONSTRUCTION Do not use drawing for construction unless initialed },f; "; i.".' i'.'. C'�. , .... , . . •t"i'_ r �"' r'"i ,d ^ r'; ". "Ey i � !"" i."" . 1 :"'S E'"a C'"a _ i'"" ,"` "O" L , ..:'. t i"' i"i #" � ; .f". =^"' =,, i "'" C }, t"s n ^4 . , . , ... : t"' `: ;"` T .""' !"" i'i i .. �. 3 ;""i'.,.^' } .. ; i i' f1 .,- : h. 3"^.- t � ? � x � . SMITHI ANn f nRPORATInN. AI I RI(34T'S R SmVFn iwr, C� z I ririll �z O Cn ry I 0 � Z z o Q CD z_ C� CIVIL - GRADING AND STORM DRAINAGE PLAN 1' ku, 0 10 26 40 I NEW 12" SD ® 0.31 % (BY OTHERS)TOP 4� BOT 198 LF 12" SD ® q.31 % x�, : 4> N CB #2E, TYPE I (BY OTHERS; PER OAKSDALE PH. 1 SUEET :._OF 9 RIM=20.5 IE=15.75 . t �.15'-----.._ EX. Gf3 Pim=21.2 CALL BEFORE YOU DIGS 1-800-424-5555 EXCAVATION QUANTME3 FOR PERMIT PURPOSES ONLY CUT- 560 CU. YDS. (910 TONS) FILL 50 CU DS 731 TONS }..X ♦ 1 ..%yff Tj22.14 15` 'TEMPORARY / NET IMPORT = 390 CU. YDS. (821 TONS) CONSTRUCTION ° r. ♦ N :;: CUT ® 120 LBS/PER CU. FT EA` "''ENT' d ♦ ° N �` I II FILL— ® 135 LBS/PER CU. FT. z O Q U O J O 00 cd O 4) Cc I L :. .. , t 'i'.1 • .. I ..... ♦ ° d . _ e •. a o d t t ♦ ♦ ssIlk U q ti ♦ gp I I ° • • ♦ e 2� . l i� G.7T,!/� t ♦' l U CD d" ° N li I I °:4d ° Wn. ww wCo �.... a f'..__. C.x._� f�� ,� BVX Q '41 ° 23.20 TW �Ny tK �' '22.70 L2270 ♦ d d 22,70 8 V" f YC StJ�4 3 TO0 I I < t, I v ° DOWNSnB[UIILDIN � � (n 6 w ,t �,- CURD 4 °1 I L c� ` :..27L..MIN. . / Ex:. I f WNAIRE W ' Z Q `^, / I ti i ��,' Q ! Z CO FOR �iRAINAGE f j j ti 1 r Is d PVC $QR 35 . tin MIN.in TO••1;3L1ii,DINO OA41fPOUT a � � CB 6 TYPE I x �° —; NEW SI ALK PER , Q W 22�__` ; .� 1 22.34 RIM :20.70 :. �:• x " V. ,r 1.5 I CITY S DAR S ; � .� • •• ,. V_ c<, Q3 f q o o <� ZZ w 2r1. ♦ ., a 21.60 -' 5a '•'�4�'( i 1 125 LF TR CH ©RAIN TO 22• gin,, 21.69 .:; ^...CO ,, �.��^a.. ....... cV ( X AN — E a i RIM =22.20 W CG.! n i.7R'N7IIR�7R fi ♦ I c .ir F r' _ 2� • f) % ; Y \\ fit_£- i Q CB 3 TYPE I � ° °. a ° ° _d -_<� ♦ Et'= 3 10(E) O o O ° d Rr... _ :: IE=1.F3.36 .._ ., •.2 - f: ir \,7�{(�7■J ° • .e. °1i1♦ ••••. A °° ♦ a d �° `71J,,rJ� d A. ° ° d ♦ (■1��J,rJ] ®° Q '. fw Lf.] d ° 'I.. ♦ ° ° �O. I M E ( %/� tJ i L > Ll Z O Z # O Y U K ii a4 i (L V O O U < a d Q Ld I Id Q Oil X x m z O U) Of ..................... _...... .............................. .......... W ___ __ ................................................_ _. __....._ _ - - - - - ♦ _ , __._... _....__-----_—___ _ _...._............._..._..........._..____._...._...t-' K t L N H K Y - - BY 1.3. DESKMD — ????—??? DATE — FILE NO. LA - — -- DRAM _ z O CHECKED — SCALE 1 " = 20' FIELD BOOK— PAGE— z NO. REVISION BY APPR. DATE APPROVED DIRECTOR OF PUBLIC WORKS SfEEr File: P: \SDSI<i ROJ\6777\ENGINEERING\6777—GM.DWG Date/Time: 06/12/1998 13:56 SCOIe: 1-20 chuck Xrefs: Z6777T,Z67775,Z6777B,Z6777—T, 9/ r / �_v/ p 0 N� I C�+Bcf�D MAP Fb 4z' 4- DAY-�DP(LiE NOTE: Kroll Maps are compiled from Official Records 10345F and FieldSurveys. They are produced for reference use n i- —4 - warrarttv is PwnnPx,-qPt1 or imnlied - - $ - i i , 8 TRACT D jOv-r pt-'j CITYopREIV'ropJ"!uvi, 1998 RE SCE 200 -D KENT RENTON E A-36-23-4 351 E ta � 721 3; N , rco !ST - Z. --P—. W—— r - - - -I RATE LIMIT LIMIV API It II - - - - - - - - - - - TALLY CORPORATION 5jj '7 ? '/00 TOP WALL PLATE ROOF LINE N ATM SIGN (30"x49-1 /4"x5 rn I i� CD 0 F PAY TELEPHONE BY OTHERS REF SITE PLAN FOR EXACT LOCATION I WALL WASHER LIGHTING SYSTEM w 5 AE T CANOPY COLUMN EXTENDED ABOVE ROOF — T CANOPY HGT. TO BE FIELD DETERMINED PROVIDED BY G.C. TO ALLOW 6" MAX BETWEEN BOTTOM OF 2'-O" CANOPY & TOP OF BUILDING FASCIA. F1 I i fACM FASCIA PANEL SYSTEM ROYSTON MFG. FASCIA LIGHT `TRICOLOR' _ � i i - - - - - - - - - - - - - - - - - - - - - --•-(---- - - - - - - - - - - - - - - - - - - E ALTERNATE LOCATION FOR EXTERIOR GRADE BEIGE CAULK AT EMERGENCY FUEL DISP'S SHUT-OFF FOR & EXTERIOR T-111 PLYWOOD PAINT BEIGE BANNER BOARD - EXTERIOR OUTLET OUTLET MTD. 60" SEE SHT A3 FOR STORE FRONT DETAILS O F(D 'BRONZET NE' KAWNEER V �� SHUT OFF FOR ..ram KUX TRANSLUCENT FILM FRONT ELEVATION VINYL TAPE i WALL WASHER LIGHTING SYSTEM ROOF LINE --- — — — — — — — — JF_ IF ELEVATION IS EXPOSED TO STREET EXTEND WALL WASHER TO END OF BUILDING I I I I 1 /2" CONTROL JOINT WITH BACKER ROD AND SEALANT I I ('� ' PARAPET RECESS ' ? SIDE ELEVATION VCONT. FOR MET. & MEM S. 4 1 f i MET. & MEM'3RANE A4 SCALE 1/4"-1'-0" \FLASHING AROUND OPNG. A6 2'-0" 4" . x 8" WIDE 8" HIGH X 12" WIDE TYP-THRU-WALL SCUPPER ROOF LINE OVERFLOW SCUPPER i� INTO ALUM. LEADERHEAD O I COLOR -BEIGE (MATCH CMU) TYP. OF 2 SIM. TO ---------------- ------- ------------ - - - - SCUPPER AT LEADER 1 PROVIDE LADDER RACK SEE DET. WALL PAK __F WALL PAK LOCATION 5,6,7/A-7 &: VERIFY EXACT LOCATION LOCATION W/ SOUTHLAND I 4" X 4" BEIGE I 1 /2" CONTROL JOINT WITH COMMERCIAL GRADE BACKER ROD AND SEALANT SEAMLESS GUTTER & DOWNSPOUT (D.S.) - PRE -FINISHED i "VERIFY" CONNECT DS INTO STORM DRAINAGE I SYSTEM- SEE CIVIL SITE PLAN -TYPICAL 1 IF NO CONNECTION TO STORM DRAINAGE SYSTEM, PROVIDE 3 BAC K ELEVATION 1'-6"x2'-O" CONCRETE A4 SCALE 1/4"=1'-O" SPLASHBLOCKS 0 EACH DOWNSPOUT A6 (-AZ4-- EFS SYSTEM CAP (ES-1) 3 EFS SYSTEM A6 CAP (ES-1) ROOF LINE I 1 /2" CONTROL JOINT WITH BACKER ROD AND SEALANT 4" X 4" BEIGE COMMERCIAL GRADE SEAMLESS GUTTER & DOWNSPOUT (D.S.) - I PRE -FINISHED CO2 EXTERIOR I FILL BOX ® 72" I 9111 llTrmTmuTflTTrlTITm I a° I (i) SIDE ELEVATION 91 SCALE 1 /4"=1 ' -0" EFS SYSTEM CAP (ES-1) TOP OF PLATE WALL WASHER LIGHTING SYSTEM i 0 BOTT. OF TRUSS ----7-- CMU (TYPE C-2) I i� N 00 I CMU (TPYE C-3) CMU (TYPE C-1R) ¢ OR (TYPE C-1G) I CMU (TPYE C-3) n ALTERNATE ATM SIGN LOCATION J-BOX ® 9'-0" LEADER BOX & DOWNSPOUT(D.S.) TRUSS BEARING BOTT. OF TRUSS CMU (TYPE C-2) 5 � A6 DOWNSPOUT CMU (TPYE C-3) CMU (TYPE C-1 R) OR (TYPE C-1 G) CMU (TPYE C-3) EFS SYSTEM CAP (ES-1) TOP WALL PLATE TOP OF TRUSS -WALL WASHER LIGHTING SYSTEM N TT. OF TRUSS DOWNSPOUT CMU (TYPE C-2) N 00 I CMU (TPYE C-3)_ CMU (TYPE C-1R) OR (TYPE C-1 G) CMU (TPYE C-3) WALL WASHER LIGHTING SYSTEM CMU (TYPE C-2) o CMU (TPYE C-3) CMLI (TYPE C-1 R) OR (TYPE C-1 G) CMU (TPYE C-3) N 1-1 00 I N rn 04 c I� N U I n 00 I N rn I i� z N rn I I� FRP TO WH SHEL GENERAL NOTES FASCIA SYSTEM (SIGN BOARD) PACKAGE BY SOUTHLAND. MANUFACTURE AWH INC./ROYSTON MFG. OR JIMCO. WALL WASHER LIGHTING SYSTEM PACKAGE B)2. SOUTHLAND> (MANUFACTURER AWH INC. /ROYSTON MFG. OR JIMCO) REFER SHEET E2 NOTE No.5 ELECTRICAL INSTALLATION BY G.C. LEAK 50 GAL. WTR. HTR. 5. _/ 5. WH PLATFORM PLAN SCALE NONE- 2x6" TREATED CONT. WOOD Bt 1 i SINGLE -PLY ROOFIP (EXTENDS OVER TOP OF WALL) 5/8" THICK E: GRADE PLYWO1 3"X2" TREATED CO WOOD BLO, SIMPSON PF24A SUPPORT 2 X 4 ACOUSTICAL LAY -IN TILE 50 GAL, WATER HEATER REF SHT P2 SPEC SECT. 2.11 LEAK PAN 5/8" THICK EXTERIOR GRADE PLYWOOD (PAINTED) 2 X 4 FRAMING SERVICE FAUCET FRP TO WH SHELF HOSE BRACKET MOP SINK REF SHT P2 SPEC SECT. 2.10 NOTE: PLATFORM IS TO SUPPORT 650# MtN., USE SIMPSON SADDLE HANGERS FOR 2X4 SUPPORT THAT SPANS THE MIDPOINT USE WOOD SCREWS TO ATTACH LEDGER 2X4'S TO STUD WALLS. FASTEN PLYWOOD TO FRAME W/ WOOD SCREWS. WH PLATFORM SECTION �A4 SCALE 1 /2 "=1 ' -0" 7 ; CAP DETAIL A4 NOT TO SCALE "S SYSTEM CAP F. 2" 4NT TEAM Z #5 CONT. :MU TYPE C-2 EXTERIOR MATERIALS NO. SIZE FINISH MANUF./COLOR C-1R 8"X8"X16" CMU BRICK RED -RED C-1G 8"X8"X16" 86-RIB ROUGH LONESTAR GREY -GREY C-2 8"X8"X16" SPLIT -FACE SADDLE TAN -TAN C-3 8"X8"X16" BURNISHED LIMESTONE -WHITE ES-1(EFS SYSTEM) 1'-1 "X5 1" SMOOTH WHITE -MATCH C-3 COLOR GROUT MATCH ADJOINING MATERIAL COLOR PEEP HOLE O HOLLOW METAL OFFICE DOOR EMERGENCY EXIT DOOR WITH AUDIBLE ALARM 2'-10"x2'-10" KICK PLATE HOLLOW METAL EXIT DOOR 7 �./ HOLLOW METAL RESTROONI DOOR FRP BOTH SIDES O I N 2'- 1 0"x2'- 10" KICK PLATE TEMPERE LOGO7 (� GLASS 1 TEMPERE GLASS 0 ALUMINUM AND GLASS ENTRY DOORS EQ. 9'-0'i, EQ. C 4 o HOLLOW METAL HOLLOW METAL CDC TOTE STOR. DOOR BACKROOM DOOR FRP SALES SIDE D00R TYPES 12" x 12" ONE WAY GLASS 0 00 _Z ul Lo cy- I 04 W rt W 00 z Lij N Z :2 W 0- w0 W Z i,1 Q D ' - t �_ aW© W WY� F— W way ® t- _ Z � W UZJ Q N 0 U Z pZ O uj le ~Z)0- U) 0 V N w O O O) < � I ii m ( V Z a 0 z O 0 D !Y I— Z O U Z Z Z Z aZa J > > > > M 0 0 0 0 0 v) tN V3 to to wce0'ixw aaaaa.. a- n rn 00 00 n rn rn rn N cG N (� 0) V\ r Ns, N N d*ul -Nto o PROJECT NO: 98066 N APPROVED: 2'-10"x2'-10" ��, J. SANTI KICK PLATE e<O,nfl c�)}•F ��rR DATE: ISSUED MAY 1998 ✓�,� 1 � <f SHEET A4 OF 9 SHEETS REFER TO SHT SP5 FOR HARDWARE LIGHT ELEVATION SCALE 3/8"=1 '-0„ �. ('2-' SIGN ELEVATION A4.1 SCALE 3/8"=1 ' -0" 0' - 0" F.F. W \ \ ¢ o rn a c1 0 0 �� 1 0 -0 d a 0 �- 0 0 ROOF TOP MECHANICAL EQUIPMENT BLDG. SECTION SCALE HEAVY DUTY HINGES 1 PR/GATE R 00 I io STEEL TUBE SET 54" DEPTH INTO CONC. FTG. - PAINT FINISH 1 /4"=1 ' -0" STEEL ENCLOSURE GATES I MARKI DATE I REV93 ON8 I INMAL. HASP/HAND SIGN AND LIGHT ELEVATIONS (I oo CANE BOLT ANCHOR LATCH SLEEVES ® EA. GATE SET IN CONCRETE (TYPICAL) SOUTHLAND U U NW CORNER OF SW 43RD ST. + OAKESDALE AVE. SW RENTON, WA. ;GATE ELEVATION AT TRASH ENCL. SCALE 1 /4"=1 ' -0" INDEPENDENT DEVELOPMENT COMPANY, L.L.C. 742 First Street S. . Kirkland, WA 98W3 . (425) 827-3888 ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES 1550 140th AVE NE #100, BELLEVUE, WA 98005 (425) 746-4677 OROUP Im- RHL REVIEW WITIAL DATE DATE: 5/11 /98 PRELIMINARY ` DR. BY: PLANNING HEALTH PERMIT APPR.: BLDG PERMIT GENERAL BID �,° k RHL # 9433.30 PERMIT REVS SHEET CONSTRUCTION f o not use drawing for construction A4.1 unless initialed /_"d_0�9-/o/) 3 0 E 0 C a� U) 0 cV 7N 00 00 CA 07 Z 0) 3 v M 0) 3 i 0 Ki rn 41 C 0 v C a� a C i U W D 0 IL Xm- O Z CD Z Q x Q COMPACT I COMPACT I COMPACT I COMPACT I COWACT I MFV PLANT LIST SYMBOL QTY. COMMON NAME SIZE, SPACING & REMARKS 5 NORWAY MAPLE 2" CALIPER, B&B, MATCHED, HIGH BRANCHED 10 AMUR MAPLE 1 /2" CALIPER, B&B, MATCHED 139 RHODODENDRON 'JEAN MARIE' 30" HT., CONT. AS REQUIRED HEATHER 1 GAL. CANS ® 2' O.C. kkQW AS REQUIRED SEASONAL ANNUALS 4" POTS ® 6" O.C. AS REQUIRED SOD LAWN S 88'44'15" E r�J SW 43RD STREET �� • I � rd G+ Ui N 3 [r1 W Q W J Q to W Q 0 10 20 40 60 80 SCALE: 1 "=20'-0" LANDSCAPING NOTES 1. SEE GRADING PLAN FOR CONTOURS. 2. FOR GROUND COVER PLANTING BEDS AND LAWN AREAS: ROTOTILL THE EXISTING SOIL TO A DEPTH OF 6' PRIOR TO ANY TOPSOIL PLACEMENT. RAKE OFF ALL ROCKS 2" DIAMETER AND LARGER. PLACE 2" DEPTH OF 3—WAY MIX TOPSOIL OR APPROVED EQUAL IN THESE NEW GROUND COVER BED AND LAWN AREAS. ROTOTILL INTO THE SUB GRADE SOILS THIS 2" LAYER OF TOPSOIL THEN PLACE ANOTHER 2" LAYER OF TOPSOIL, THUS ADDING A TOTAL OF 4" OF TOPSOIL. SOME BEDS MAY REQUIRED MORE THAN THE MINIMUM 4" DEPTH OF TOPSOIL, ADJUST AS REQUIRED, TO BE FLUSH WITH THE TOPS OF CURBS, PAVING, SIDEWALKS, ETC. 3. TOPSOIL TO BE PACIFIC TOP SOILS 3—WAY MIX TOPSOIL, 60% SANDY LOAM SOIL, 20% PEAT & 20% COMPOST. 4. FOR TREE PLANTING, SHRUBS AND 1 GALLON CAN GROUND COVERS: USE THE FOLLOWING TOPSOIL MIXTURE. THIS TOPSOIL MIXTURE SHALL BE A TOTAL OF 75% OF THE ABOVE SPECIFIED TOPSOIL WITH THE BALANCE BEING 25% OF THE ONSITE SCREENED SOILS, WITH ALL ROCKS 2" AND LARGER REMOVED. MIX THESE SOILS TOGETHER. DISPOSE OF ALL REMAINING UNUSED EXISTING SOILS, ON SITE IF POSSIBLE. 5. PLANT PITS SHALL BE TWICE THE SIZE OF THE ROOT BALLS, HEIGHT AND WIDTH. 6. ALL MULCH IN PLANT BEDS SHALL BE APPROXIMATELY 1 /2" BELOW ALL ADJOINING HARD SURFACES, ROAD EDGES, TOP OF CURBS, ETC. MULCH SHALL OCCUR ONLY IN ALL PLANT BEDS IN WHICH TREES, SHRUBS AND GROUND COVER PLANTS ONLY OCCUR. MULCH SHALL BE A 2" DEPTH OF BARK MULCH AS MANUFACTURED BY LOCAL SOURCE. MEDIUM GRIND HEM/ FIR. SUBMIT SAMPLE. LANDSCAPE PLAN SOMLAND NW CORNER OF SW 43RD ST. + OAKESDALE AVE. SW RENTON, WA. r INDEPENDENT DEVELOPMENT COMPANY, L.L.C. 742 rust Street S. , K1rkknd, WA 9=3 . (4M) W-3W ARCHITECTURE • ENGINEERING * ENVIRONMENTAL SERVICES 1550 140th AVE NE #100, BELLEVUE, WA 98005 (425) 746-4677 C:iROUP INC RHL. REVIrEW m IAL DATE DATE: 5/11 /98 PRELIMINARY PLANNING DR. BY: J/ HEALTH PERMIT ' BLDG PERMIT APPR.: ^s, GENERAL BID . i PERMIT REVS RHL # 9433.30 CONSTRUCTION SHEET Do not use drawing for construction unless Initialed .q,4-9q-/!I� Ci ' > C t— W z Z Qd n Q V- Co W 0 CLaa Q 11. 4 In � r� � F ln 'C a. E Q r W d Cc I Fri C 0 E �i J 1 Cn — C o a E C it CD m n a� o o a _z E 7 <� o �o �N Q 0 o f q l WLj z o w I z 1 1 Q ^M ^LL Q 1 x 1, 111=20' 0 10 20 40 FF=2% 92LFN COPPER TO OFFI! /4D+ CALL BEFORE YOU DIGS 1-800-424-5555 UTILITY NOTES TELEPHONE SERVICE TO BUILDING(S) SEE ELECT. SERVICE FOR DETAILS. (1) 4" PVC 1. ABANDONED UTILITY LINES LOCATED ON —SITE SHALL BE REMOVED AND PLUGGED WITH CONDUIT WITH PULL WIRE. G.C. TO COORDINATE CONCRETE OR WOOD (T20 COATED) AT PROPERTY LINES TO CITY REQUIREMENTS. AND VERIFY REQUIREMENTS WITH U.S. WEST 2. UTILITY LINES MAY NOT BE COVERED UNTIL AFTER THEY HAVE BEEN TESTED AND ( ! 1=,•,1%2 WAT R WITH I ":ii { # I' +°`?' i t `•-'` �`�' t+' i`..� 1 tt{f�AW'?2.-77 1� I CONSTRUCTION. s `ICa E 7 a I_ : Q. �w +N �A.�' :t ....___. _—_�. --�. _.._r. �.._...-----------:.._. _--....__...._...._._ ....._._ _- ----'--.._._......: -- . t ' r. ;E - t r�..3. { 11 . I . I 1ACK OW D iC I II ;# f l., t k 11N r ; r CE,1r' 1I. IE:=16. \ ( 1 E � . . '. t ­­1 �i ­ '�­­1111 1­1 1 -1 .1 ­11­11­�1111_1 ....... ­ ­­ __ .. __ _ , ... _ _ - ­ ... .. .. ... ......... .... ... ... .............. .......... . ... ............. . ........... ......... . .. ................ . . . . ......... .......... . ......... . ........... ....... ..... ........... . ................... . ........ . . ..................... p" REPLACE EXIST SIDEWALK { 98' t ' 0 .d `�47 f < ( I S NEEDED IFOR ..NEW FxpOWE t? VAULT p pp '. 4 a ...._ _.. .p_- �. WATER SER CE I! __... 4 a ' a .. ( Ij¢ v. f d _ ° e d s v,l. a y .'�� d. 3 a' ,.w��4"^"".,..-....._..`... ......,-.._.__.. . � � 1 � r•��t E � .......�A d r .� ���p��^^ ri 1�, `�. -v'. 6 "I- -. ,C' _.1.1 d .. �.�. ..11' ".",""'»......_......._._......_-----..-...._......,.._�......._._. .... _..�.. 1C�e_ _ ii ....__... », ...A,..._..5:....,,$.:.. .. ...._t..-.............._....._..._..__ - ..., ..,.�...._.... .'� ..... .._...,ea_, ....... ... ......... ............_ ..... .... ._ ..... .. .... ... .. ...._... .... __.. .... ..... ........ .. .... ..._.. .. - ._....._ _. ..._.....,----._._..- ..---..........._ __...................._ ........----...----..................................._... ....u.:.....,..,�..........�...,....,,.,,,.,.....�,.....,,.-.. _ .",....x'". ____...__...._..._.........,_.. _.___._............._... EX GB) r I! ` EX, GAP 'R FRS 1: RltA=2316 3 lM -^ A, 64 1 / �'CL `.l` KA4AP � t.. IE_ 5.6 - 1 36" (<i.l (��i. PAd SAWCUT AND TRENCH PATCH S.W. rd STREET .. , _ —._... _. Pl R CtiY STD. ------------------------------- li:-- -- -- 1ROId) f };. �k --- Vk ?3f�� m f! __-_------------- --- ------ - - -- ---� CONNECT TO EXISTING WATER MAIN ram'. I! It:=2 G0(`W) _. - ...._.... PER CITY STD.. (TYP. OF .3)............. ........... _ _._.._.. �........._....._.... __ --- .. H[ }{ 24 ............... ------ __--._ ___ F:�::1 C�.E? 1 { 12y�...t,t)N^ W i � ��..�._....-.._ (:(}PdC 'R`} I I iE-11.81(48" CPAP N) -11.i3i(d8" CMP E) it �i 36- CONIC S1 ':..IT I/I OW BY BY BY I APPR I DATE 0 03 Cd if w J Q W � Z Z CO u� g � z � m d a _j � Co U � d z O J W n (n I1.1 0 U Z j Z � Z w � J O �L i1.1 X Z LLJ Z } � Z � O M N ()o Z > 000 (ND 00 W Z Z M I I Z N r Q 3 Z 04 Z N O Z W - fL L0 V)LJ J Y 4- U In S. W A pF 1 S117 �IrJ '•� 2 V � 27 � 2 NA L E f� Q C0101 EXPIRES 01-07-99 V CITY OF RENTON [DEPARTMENT OF PUBLIC WORKS UTILITY PLAN PRELIMINARY DESIGNED - ???? -??? DATE - FILE NO. DRAWN - - CHECKED - SCALE 1 = 20' FIELD BOOK- PA( APPROVED- O- DIRECTOR Of PUBLIC WORKS --- 0 z M O 7 Lij 0 m File: P:\SDSKPROJ\6777\ENGINEERING\6777-U.DWG Date/Time: 06/12/1998 09:05 Scale: 1=20 chuck Xrefs: Z6777T,Z6777S,Z6777B,Z6777-T, ,SA-- 91'— /oo ('3')SIDE ELEVATION A2.1 SCALE 1 /8"=1'-0" IIIII�IIII II, I��I�IlIIWI�I�IIIIIIIIIIIIIII IIIIIIIIN�INIMIIIIIII IIIIIIIIIYIInll�lll^I�IINIIIIUII11nNIlaIIIIIIIIIIIIWIIIIIIII II�IIIIIII�I I�IIYIIIIIIIIIIIWI�IIn�l�l�llll�l_IIIIIIIIIIIIIIIIIII�I�I�IIIMII Fm Al P m m CV z 6 z 0 z a 0 FRONT ELEV SCALE ATION 1 /8"=1 '-0" (T)FLOOR PLAN A2.1 SCALE 1 /8"=1 ' -0" A 0 O CQ SOUTHLAND CORPORA110N, ALL RIGHTS RESERVED 1995. 1 2 I 3 I 4 1 5 1 6 1 7 1 a 1 9 1 10 11 s�i 14 15 16 KEYNOTES n x L 2 J MI [d F SW 43RD STREET 4 5 0 7 8 y Q EXIST. POLE SIGN ;ATED D BLDG. ii 12 SITE AREA: BUILDING SQUARE FOOTAGE (GROSS): TOTAL IMPERVIOUS SURFACE: EXISTING: PROPOSED: TOTAL LANDSCAPE SF: INTERIOR PARKING LOT: WILDLIFE: PERIMETER: ALLOWABLE BUILDING HEIGHT: PROPOSED BUILDING HEIGHT: BUILDING SETBACKS REQUIRED: NORTH: SOUTH: EAST. WEST. PROPOSED BUILDING SETBACKS: NORTH: SOUTH: EAST: WEST: PARKING ANALYSIS: NUMBER OF STALLS REQUIRED: NUMBER OF STALLS PROVIDED: ADA STALLS PROVIDED: COMPACT STALLS PROVIDED (8'-6" X 16')): STANDARD STALLS PROVIDED (9'-0" X 18'-0"): 13 14 0.0 M 28,465.8 SF 7,681 SF DIVISION 1 - REMOVAL 1,437.6 SF DN11130N 1-REMOVAL 27,736 SF 1.1 PLANTER (TO BE REMOVED) 1.2 CONCRETE CURB (TO BE REMOVED) 2,729 SF 1,384 SF DNmti 2 - Im wow 584 SF 761 SF 2.1 WILDLIFE PRESERVE AREA, SEE LANDSCAPE SHEETS ' 2.2 LANDSCAPING PER CITY REQUIREMENTS (TYP.), SEE LANDSCAPING SHEETS L 22' 2.3 TRASH ENCLOSURE, SEE DETAIL 1 /SD2. 2.4 NOT USED 2.5 ALL SIGNAGE UNDER SEPARATE PERMIT 2.6 4" MIN. CLASS 200 PVC SLEEVE, SEE IRRIGATION PLAN. SLEEVE TO BE TWICE NONE THE DIAMETER OF IRRIGATION PIPES 10' 2.7 ASPHALT PAVING, REFER TO SOILS REPORT NONE 2.8 CATCH BASIN, SEE CIVIL SHEET 3 OF 8 NONE 2.9 RETAINING WALL, SEE CIVIL SHEETS 17'-6" DNMM S - DONCFiEiE 3.1 PROVIDE DIAMOND GRATE TEXTURE SURFACE IN CONCRETE 72,-6" 3.2 RAISED CONCRETE WALK, SEE DET. 9, SHT. SD2 75'-0" 3.3 CURB RAMP, SEE DETAIL 12/SD2. K 0 3.4 CONTROL JOINT, TYP., SEE 5/SD2 3.5 EXPANSION JOINT, TYP., SEE 5/SD2 3.6 CONCRETE SLAB AT TRASH ENCLOSURE 31-46 STALLS 3.7 ACCESSABLE RAMP, SLOPE NOT TO EXCEED 15% 35 STALLS TOTAL 3.8 6" HIGH CONCRETE CURB, SEE DETAIL 4/SD2. 2 STALLS 3.9 4" THICK CONCRETE SIDEWALK, WIDTH AS NOTED ON PLAN. 7 STALLS 3.10 CURB CUT, SEE DET. 11 /SD2 26 STALLS 3.11 CURB RAMP, SEE DET. 10/SD2 9.1 NOT USED 9.2 17'x17' "VAN ACCESSIBLE" PARKING SPACE w/2' OVERHANG, SEE DET. 6, SHT. SD2, 1.5% MAX. 9.3 9'-0"xl8' PARKING STALL w/2' OVERHANG WITH 4" WIDE STRIPES, TYP. 9.4 8'-6""xl6'-O" PARKING STALL w/2' OVERHANG WITH 4" WIDE STRIPES, TYP. 9.5 4" WIDE PAINT STRIPES AT 2'-0" O.C. DROM 1D - E'HCULTIEE 10.1 FREESTANDING SIGN, UNDER SEPARATE PERMIT 10.2 ACCESSIBLE PARKING SIGN, SEE DETAIL 6/SD2. 10.3 SYMBOL OF ACCESSIBILITY AT ENTRY DOOR, PROVIDE DECAL OF INTERNATIONAL SYMBOL OF ACCESSIBILITY PER A.D.A. REQUIREMENTS. DNE M 16 - E.EC r--AL 16.1 HIGH LEVEL YARD LIGHT (40OW), SEE SHT. SD2, TYP. OF 7 11 0 10 20 40 60 80 SCALE: 1 "=20'-O" SITE PLAN a�"s£D CITY OF OAKESDALE PLAZA FM•.!T�3n SW 43rd STREET �j FENTON, WA. MAY 12 2000 BUILDING DIV?810N INDEPENDENT DEVELOPMENT COMPANY, L.L.C. 742 First street S. . Erklmd, WA OW , (44) &7-3M ARCHITECTURE • ENGINEERING • EWENKMAL SERVICES 1550 140th AVE NE #100, BELLEVUE, WA. 98005 (425) 746-4677 09A)Ur TNR ARCHITECT. JOHN W. STROBEL RI -IL REINITIA L AL DATE DATE: PRELIMINARY PLANNING DR. BY: AYH HEALTH PERMIT BLDG PERMIT APPR.: JWS S'� r rREr ,� € GENERAL BID RHL # 9030.42 PERMIT REVS �j Rom" CONSTRUCTION SHEET o not use drawing f SD1 for construction unless initialed 15 iE3 +"7 +ds TJ E C C B A 1 1 2 1 3 1 4 S 6 7 81 9 10 1 11 1 12 13 1 14 1 15 16 17 18 16'-0" EFS CROWN W/ EDGE 1It ?r SCREED & CORNER AID #4 CONT. IN BOND BEAM M (TYP- OF 3) a ASPHALTIC CONCRETE 00 ( "TOW AWAY ZONE" SIGN NA #4 VERT. 24" O.C. ft%= 2"0 SCH. 40 GALV. PIPE 8" CMU WALL RUNNING m CLASS II AGGREGATE BA BOND GROUT SOLID SE i� ADA VAN ACCESSIBLE SIGN CHAMPS No. 0601213 � EFS TO MATCH BUILDING '-8" CLEAR ® WALKWAYS tO `o SUB -GRADE PER SOILS REPORT i� 6" CONCRETE SLAB W/ --- RAISED WALKWAY 6 x 6-W 1.4 x W 1.4 SIGN WHERE OCCURS Z 1" CHAMFER NOTES: CONRG L L SMOOTH FINISH CONC.KM W/SEALER o " 1. PAVING SECTIONS BASED 10"0 CONC. FOOTING (W/ #4 VERT. 24" O.C. ON SOILS REPORT. CROWNED TOP ®LANDSCAPE) iv SIGN 2. ALL GRADING SHALL BE "_ " CAT. #226-1A-17 SEE SITE PLAN FOR LOCATION OF DUMPSTER PAD #3 DOWELS x 12" O 24"O.C. PERFORMED IN 3/8 -1 0 ACCORDANCE WITH SOILS a W/ #3 HORIZONTAL REPORT BY: PAINT WHITE tO ° GN NORTHERN, INC. b °D `- F •° #4 ®TOP AND BOTTOM KIRKLAND, WA. 11 " DIA. DATED FEB. 4, 2000 BOLT CIRCLE a � a K 1'-4" N IITRY HOLE K it 1" DIA. X 4" DEEP GALV. METAL SLEEVES FOR CANE BOLT COVER BOLTS EMBED IN CONC. SLAB 2 CMU ENCLOSURE WALL W/EFS & 6" CURB 3 A.C. PAVING SECTION PER SOILS REPORT WHEEL STOP (WITH POLE) 2 (TYP. OF 4) rp (WHERE OCCURS) CONCRETE TO BE FACED SD2 1�2"al'-0" DTLS\GEN\02SITEWK\449WALLS\0244910G 19941213.133436 NO SCALE DTLS\GEN\02SITEWK\511ASPLT\0251101G 19941209.104257 'L 1'-0" AAFFTHE'R�STRDPPINN� MIXTURE b 1/4" DEEP PETROLEUM 6 ;; 4 - #s VERT w/ CONCRETE SLAB &ISOLATION RESISTANT SEALANT "'� ., 9 — #3 TIES AT 11 " O.C. JOINT WHERE OCCURS TOOLED TO 1/4- RADIUS IF P. / \ YARD SURFACE 1 /2" IS NOT CUS D INSERT ELECTRICAL CONDUIT J } p 'O (BY CONTRACTOR) �J Co '' ' CONCRETE CURB. MATCH I b EXISTING CURB COLOR ma BACKER ROD PER TYPICAL SYMBOL, 4'-6" SQ., PAINT :A d d 3000 LB. P.S.I. WHEN REQ'D MANUFACTURERS SPECS W WHITE ON FEDERAL TOOLED EDGES (TYP.) JOINT FILLER DESCRIPTION: STANDARD BLUE SUPER METAL HALIDE, 40OW, 120V. 2" OR #15090 IN FEDERAL k UNIT COMPLETE WITH FIXTURE, LAMP P LAN THICKENED SLAB BASEPLATE, ANCHOR BOLTS AND POLE A STANDARD #595b. BRACKET, 17 FT. HIGH POLE WITH SD WHERE OCCURS s c BASE. COVER ALL UNITS. FACTORY A EXPANSION JOINT PAINTED BRONZE. (2) #3 BARS, CONT. DOWEL "BURKE" PETROLEUM JET—PHIU_IPS MODEL PCOI-4—SMA-4-2—R—CG-6S—PC VS INTO EXISTING CURB WHERE H N OCCURS RESISTANT SEALANT H TOOLED TO 1/4" RADIUS �.::: 1-1/2 OR 1/4 IF PLASTIC INSERT 2'-8" 10'-8" 2'-8 " SLAB DEPTH 1/4" IS NOT USED AREA LIGHT DETAIL NOTE: 4" NOT TO SCALE PLAN EXPANSION JOINTS m BACKER ROD PER (TYP) EQUAL EQUAL Q Q ® 40'-0" O.C. MAX. AND MANUFACTURER'S SPECS CONTROL JOINTS N 8'-0" 9'-0" STEEL ENCLOSURE 6" ® 10'-0" O.C. MAX. STEEL TUBE SET GATES WHEN ADJACENT TO CONCRETE PLAN 54" DEPTH INTO YARD CONTINUE JOINTS TOOLD CONTROL JOINT CONC. FTG. - THROUGH CURB & GUTTER. B 1 /4"=1'-0" Q PAINT FINISH G q, PLANTER CURB 5 CONCRETE JOINTS 6 ACCESSIBLE PARKING STALL 7 AREA LIGHT DETAIL 1"a1'-0" DTLS\GEN\02SITEWK\526CURBS\0252601G 19981104.125703 1 1/2"-1'-0" DTLS\GEN\02SITEWK\52OPCPAV\0252013G 19931007.103854 1/4" = 1'-0" N.T.S. 00,11, `o CONCRETE WALK ao F m F RADIUS AS OCCURS #3 CONT. 4 1 / }� 1 ' — " SCORE JOINT ALL SLOPED SURFACES & A LANDINGS SHALL RECEIVE CONC. SIDEWALX APPROVED DIAMOND PAR N MESH TACTILE WARNING SURFACE PER ADA AND LOCAL CODES ao .0 4 , HASP/HAND 45' E LATCH 7 1 1 ly E — PLANTER CURB ( Q OS CANE BOLT ® 0 I I EACH GATE CONSTRUCT A 45' ANGLE ANCHOR SLEEVES CUT-OFF AT SET IN CONCRETE PLANTER CORNER (TYP.) \__+ A.C. PAVING PER PLAN I ( (TYPICAL) I D u uI A 0 8 PLANTER CURB CORNER 9 CONC. WALK 10 ACCESSIBLE CURB RAMP ELEVATIONDTLS\GEN\02SITEWK\526CURBS\0252604G 19931122.162242 3/8" = 1'-0" 3/8" = 1'-0" MAFIKI DATE FJEVN310NS N MAL ` s VARIES -SEE PLAN. SITE DETAILS P ACCESSIBLE PARKING SIGN; ALL SLOPED SURFACES &LANDINGS SHALL RECEIVE MOUNT ON BUILDING IF POSSIBLE APPROVED DIAMOND MESH TACTILE WARNING SURFACE PER ADA AND LOCAL CODES DO��t�7 A.C. PAVING/PLANTER GRADE 060" A.F.F. TO CENTERLINE OF SIGN CITY oFaeN. „ C 1" DNA. STL. PIPE 4" IN LENGTH 45. OAKESDALE PLAZA 6" DNA. STL. PIPE FILL W/ WELD TO ANGLE AT DOOR A CONC. CURB' C CONCRETE SW rd STREET12 2000 RENTON, WA. 3/4" DNA. STL. ROD, WELD TO 1" DIA. STL. PIPE A SD2 2" x 2" x 1/4" ANGLE FRAME AX. �o CONCRETE WALK I 1.5% SLOPE M 1 1 /2» 18 GAUGE TYPE B, GALVANIZED METAL DECKING AL IRE T10NS i a SEE DETAIL B WASHER 1 INDEPENDENT DEVELOPMENT COMPANY, L.L.C. i SD2 B 1 1/2 " B 18 GAUGE TYPE 742 First Street S. , Kirkland, RA 98 W (425) 827-3688 GALVANIZED METAL DECKING CURB BEYOND 2" x 2" x 1/4" ANGLE — 1" DIA. STL. PIPE 4" IN LENGTH TOOLED EDGE (TYP) ARCgITECTURE • ENGIIJEBRING • ENVIRONMENTAL SERVICES FRAME AND BRACES 1:10 SL E M 5 -0 1:10 SLOPE MAX. WELDED TO 6" PIPE. WELD 3/4" DIN DNA. SOLID STL. ROD 8" IN '� 60" CLEAR SPACE ® 1550 140th AVE NE #100, BELLEWE, WA. 98005 (425) 746-4677 LENGTH INSIDE 1" DNA. STL PIPE N ACCESSIBLE TOP OF RAMP, TYP. GlAmp bm ARCHITECT: JOHN W. STROBEL 1" DNA. STL. PIPE 4" IN LENGTH TO ACT AS HINGE FOR DOOR (2) #4 CONT. BEND TO PARKING STALL/_/ RHL R—VEW *VIAL PATE DATE; WELD ONE TO ANGLE AT DOOR TIE INTO PLANTER AC LE AISLE A JAMB AT TRASH " CURB REINFORCING ACCESSIBLE-- -,� �, .., PRELIMINARY WELD ANOTHER AT 6" PIPE 6 DNA. STL. STD. WT. PIPE PARKING STALL ''r. 3733 I AYH ENCLOSURE - P'LAN SEE DETAIL JAMB AT TRASH FILL WITH CONCRETE 1 1/2" = 1'-0" (�b SECTION A HEALTH PERMITENCLOSURE -ELEVATION t�PLANNINGD . BY: 1 1 2" = 1'— 0" 1 j T tBLDG PERMIT 5^ j2 APPR.: JWS GENERAL BID z RHL # 9030.42 1 TRASH ENCLOSURE 11 �� CUT 12 CURB RAMP t` PERMIT REV'S Z Cttf -�„!' CONSTRUCTION SHEET .Y Do not use drawing < 1/2"a1'-0" DTL.S\GEN\02SITEW\526CURBS\0252605G 19940528.212127 3/8" = 1'-0" for construction SD2 Q 1 /2" = 1'-O" unless initiated 11 2 3 4 5 6 7 8 9 10 11 12 13 14 1S 16 17 18 MILVA L F c F d ' z 0 z a 0 A -I a I 1 A 2 1 3 1 4 1 5 1 6 a 7 1 8 1 9 1 10 1 11 1 12 1 13 1_ 14 1 15 16 1 17 1 18 SITE INFORMATION NNR-ivdI L J H G F 2% WILDLIFE PRESERVE j: �i. PROPOSED- RETAIL BUILDING l"1,154 SF2 s. GROUP M OCCUPANCY TYPE V-N CONSTRUCTION -- .: REFER TO SHT. FOR FLOOR PLAN _- �� ltt FP; 233 # 4 1 51 I sr ,' F � � �..,.. x..._ 7 -ys 3 Ei I ( � t r)) y I�. I 0 A o z 0 z Q 1 1OTATM W" vALA I 54 1 — PROPOSED FREE- STANDING SIGN Na>?' 5W 43FRZ) 5T}REET 6ea*4$'43"E 305.00' E�CiS T !NG =ELEVEN ( I f 1 I { I t EXISTiN!'z I FUEL CANOPY i i i i [ s I i I � 1 1 t 1rot�.9�' ,LEGEND 1" GATE VALVE RAINBIRD AUTOMATIC CONTROL VALVE - PEB SERIES 1 1/2" CLASS 200 P.V.C. LATERALS 1 1/2" CLASS 200 P.V.C. MAINLINE © RAINBIRD ESP-SMC IRRIGATION CONTROLLER QCY RAINBIRD 33LRC 3/4" QUICK COUPLING VALVE 4" MIN, CLASS 200 PVC SLEEVE POINT OF CONNECTION VALVE KEY -- VALVE SEQUENCE NUMBER -- v - VALVE SIZE I GALLONS PER MINUTE HEAD KEY s n RAINBIRD 1800-12 9ERiE5 HEADS W1 MPR NOZZLES TYPICAL INFORMATION • ALL PIPING IS DIACsRAMATIC IN NATURE PIPES TO SHARE TRENCHES WHERE POSSIBLE. SEPARATE COMMON PIPNG BY 6" MIN. • MAIN LINE TO BE 1 1/2" SCH 200 PVC • SET PRESSURE REDUCING VALVE FOR MAXIMUM COVERAGE. • ADJUST SPRAY PATTERN FOR MAXIUM COVERAGE GENERAL INFORMATION IRRIGATION CONTRACTOR TO PROVIDE METER and DOUBLE CHECK VALVE l VERIFY PRESSURE ) • VERIFY LOCATION PRIOR TO BEGINNING WORK IRRIGATION CONTRACTOR TO PROVIDE IRRIGATION CLOCK/CONTROLLER GENERAL CONTRACTOR TO PROVIDE AND INSTALL SLEEVE(S) TO CLOCK LOCATION GENERAL CONTRACTOR TO PROVIDE POWER SOURCE FOR CLOCK ✓ERIF`' LOCATION PRIOR TC BEGINNING UUORK IRRIGATION CONTRACTOR TO PROVIDE AND INSTALL ALL SLEEVES WHERE AND IF NECESSARY. ALL HEADS SPRAYING INTO LANDSCAPE BERM AREAS ARE TO BE SET AT AT THE APPROPRIATE ANGLE FROM PLUMB IN ORDER TO ACHIEVE MAXIMUM TRAJECTORY AND FULL RADIUS OF SPRAY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC AND PRIVATE UTILITIES IN THE PROJECT AREA PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT OF ALL DISCREPANCIES_ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPLICABLE CODES. NOTHING IN THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ALL APPROPRIATE SAFETY REGULATIONS. • SEE IRRIGATION DETAILS, SHEET L22 DRIP IRRIGATION INFORMATION 1 IRRIGATION CONTRACTOR SHALL ADHERE TO NETAFIM SPECIFICATIONS REGARDING DESIGN AND INSTALLATION OF THE DRIP IRRIGATION SYSTEM. 2 ADJUST DRIPPER SPACING FOR INDIVIDUAL PLANTING REQUIREMENTS 3NETAFIM TECHLINE OR EQUAL 4PRESSURE COMPENSATION RANGE -1 TO 70 PSI STAINLESS STEEL CLAMPS RECOMMENDED ABOVE 45 PSI INDIVIDUAL DRIP ZONES TO INCLUDE: 1 DRIPPER SPACING la" 2 LINE SPACING 18" DRIP IRRIGATION SYM50L 3 DRIPPER DISCHARGE: 0.90 GPH 4 TECHL INE FLUSH VALVE 5NETAFIM DISK FILTER &TECHLINE AIR/VACUUM RELIEF VALVE — — — — — — — — — — — — — — 'I PRESSURE REDUCTION VALVE 8REFER TO SHEET L3.4 SCHEMATIC POINT OF CONNECTION 1 1/2" GLASS 200 P-V.C, MAINLINE TO ZONES RAINBIRD 33LRC 3/4" OUICK COUPLING VALVE 1 112" CLASS 200 P.V.C. MAINLINE �-- I" DOUBLE CHECK VALVE BACKFLOW PREVENTOR V GATE VALVE M E 1" IRRIGATION METER Desion Two Four/Two Six. ins. P MAINLINE FROM CITY MAIN landscape architecture - site development - irrigation planning 4205 148th Ave. NE, Suite 102 Bellevue, WA 98007 (206) 881-2426 S P% 7 R 4 in i'� 1n 'Id 71= SCALE: N. T. S. M SITE AREA: 28,465.8 SF I BUILDING SQUARE FOOTAGE (GROSS): 7,154 SF TOTAL IMPERVIOUS SURFACE: EXISTING: 1,437.6 SF PROPOSED: 25,758 SF TOTAL LANDSCAPE SF: 3,046.6 SF INTERIOR PARKING LOT: 1,701.6 SF WILDLIFE: 584 SF PERIMETER: 761 SF L ALLOWABLE BUILDING HEIGHT: 50' PROPOSED BUILDING HEIGHT: 22' BUILDING SETBACKS REQUIRED: NORTH: NONE SOUTH: 10' EAST: NONE WEST: NONE PROPOSED BUILDING SETBACKS: NORTH: 17'-6" K SOUTH: 72'-6" EAST: 75'-0" WEST: 0 PARKING ANALYSIS: NUMBER OF STALLS REQUIRED: 27-36 STALLS NUMBER OF STALLS PROVIDED: 35 STALLS TOTAL ADA STALLS PROVIDED: 2 STALLS COMPACT STALLS PROVIDED (8'-6" X 16'): 10 STALLS STANDARD STALLS PROVIDED (9'-0" X 18'-0"): 23 STALLS J H G 0 10 20 NORTH ao 60 80 E SCALE: 1 "=20'-0" WWI DATE I 3K)M N T1AL ►�v L S� OAKESDALE PLAZA OAKSDALE PLAZA °' SW 43rd STREET MAY 12 2000 RENTON, WA. ILDING DN 1610N — — -- INDEPENDENT DEVELOPMENT COMPANY, L.L.C. I zrr r it ov OU VUc N. . ful mcutu' "a uovao 04 (—juoo B A • a si r • D111 NLi, �lI1CZS =0 %ft AW HE #Oft B LLEVUL WA. {424 741"M �! an MIONMP. Am 0L SWAM R L RENEW M77AL DATE DATE 1 /25/00 DR. BY: TLF APPR_ MLZ RHL # 9030.40 A PRELIMINARY PLANNING HEALTH PERMIT BLDG PERMIT GENERAL BID PERMIT REVS SHEET CONSTRucnON Do not use drawing for construction unless initialed 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 16 1 17 1 18 I SCALE: N. T. S. M 0 2 J z C, ©= ©M SHRUB/GROUNDCOVER ROOTBAL L �— FIN. GRADE �BARK MULCH 2" DEPTH 60/40 MIX SPECIFIED BAGKFILL ':d PLANTING MIX COMPACTED PLANTING MIX f _I SHRUB/GROUNDCOVER PLANTING DETAIL N"CT "C � VC,ihLi» FINISI-4 GRADE ADJACENT PAVING SURFACES 2" BARK MULCH, SEE SPECS o�,/,,,, 0) f �/ 9>0/40 MIX lu -1 I ; I I — l 1_I i, lit^, SUBGRADE l i i III - NOTE: 1) REMOVE ALL ROCK, DEBRIS AND OTHER FOREIGN MATTER OVER I" IN DIAMETER FROM TOP Cam" OF SOIL. 2) DEEPTILL SUBGRADE TO 12'' DEEP (min.) PRIOR TO INSTALLING TOPSOIL AND TILL INTERFACE OF SUBGRADE AND TOPSOIL, B SOIL PREP DETAIL FOR NEW PLANTER BEDS 6 NOT 70 56AL: PLAN V►EU1 OF STAKING PROVIDE (3) 2" BVC ROUND 3TAKE5 SPACED EVENLY AROUND TRUNK PRE -STAIN STAKES DARK 51ROLLN -""�— REINFORCED RUBBER NOSE, INTERLOCKED (3) DOUBLE STRAND 12 GA. GALV. STEEL WIRE TW15T TO TIGHTEN _OCK" TREE TIES OR APPROVED EQUAL )rely to allow some movement.) .VC ROUND STAKES EKES OUTSIDE ROOTBALL e after 1 year.) 'CHAIN LOCK" TREE TIES OR MULCH / 2" DEPTH (Keep mulch clear of trunk base.) FINISH GRADE CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (Remove all wire baskets.) BACKFILL MIX SHALL BE AS SPECIFIED COMPACTED PLANTING MIX NOTE: DRIVE STAKE UNTIL FIRM IN GROUND TO SUPPORT TREE DECIDUOUS TREE PLANTING DETAIL NOT TO 5✓AL E SECTION RUBBER HOSE COVERING ® WRAP STAKES WITH WE55ING TO PROTECT TRUNK DOUBLE STRAND 12 GAUGE GALV. WIRE (Twist strands around each other.) (2) 2" DIAM. LODGEPOLE PINE STAKE - NORTH AND SOUTH SIDES OF TREE MULCH AS SPECIFIED AT 2" DEPTH FINISH GRADE iTII I I I i III OPEN BURLAP AROUND TRUNK FOLD BACK AND DOWN SIDES OF ROOTBALL I I E —1151 BACKFILL MIX SHALL „III I I=1 I I=1 I I-1 I I I I'-1 I'I I �I I it BE AS SPECIFIED COMPACTED PLANT PIT SOIL 3 x DIAMETER TO SUPPORT TREE WHILE OF ROOTBALL BACKFILLING NOTE: STAKES WILL- BE DRIVEN INTO GROUND, TO AN ACCEPTABLE DEPTH TO PROPERLY SECURE NEWLY PLANTED TREE. 3 EVERGREEN TREE DETAIL BARK MULCH 2" DEFTH GFOUNDCOVER CONTAINER PLANT SPECIFIED PLANT PIT BAGKFILL IMPORT TOPSOIL &0/40 MIX r-- FINISH GfRADE M SUBGRADE TRIANGULAR SPACING LAYOUT CL/L3C Cif' r'LhHIV I pCLJ, C_umc> WALK, FENCE OR WALL S = SPACING AS SHOWN ON PLANS TO CALCULATE PLANTS PER SQUARE FOOT - IF SPACING (5) EQUALS: MULTIPLY S.F. AREA BY: TO EQUAL TOTAL PLANTS PER S.F. S 0 4 io 1 12 la" 0513 24" 0.2aa 30" 0.154 3 0 0.120 42" 0.OS4 48" 0.0-12 PLANT SPACING _q0T Tt) �.A,L E PLANTER TREE SEE DETAIL BARK MED _41— - 2" t i-. f..ti�i n ter. i•.ui r.-i.- .-..- .•.i..-.r.. MAFM I UATE I FIIEVE31ONB NTb4t_ OAKESDALE PLAZA p L K I J G F E — REMOVE ALL EXISTING SOIL TO A MINIMUM DEPTH OF OAKSDALE PLAZA `' "A°r-, f c To-)C AND BAGKFILL ��iITH PLANTT PIT BACKFILL SW 43rd STREET 5 PLANTER PENNINSULA AND ISLAND SOIL TREATMENT DETAIL GROUNDCOVER PLANTNG DETAIL NOf TO 5_ALE riiv rc:T TO SGA;L'I" GT;ON NOTE: IMPORT (o II MIN, OF ACHE PTA5L_ E TOP50 I Le THROUGHOUT ALL PL. ANT I NG ARE A5. Desion Two Four/Two Six, t,pm landscape architecture site development irrigation planning 4205 148th Ave. NE, Suite 102 Bellevue, WA SOM-1 (206) WI-2426 1 1 9 3 4 5 6 7 8 9 10 11 12 13 14 RENTON, WA. MAY 12 LUUU -- -- INDEPENDENT DEVELOPMENT COMPANY, L.L.C. 742 First Street S. . Kirkland, RSA 98033 (425) 827-3688 B A - I,' jr no • _1111O1LL III rll aM�e IM AIla11MM1: JM % sNiME L Rli F V EW NITIAL DATLx DATE: 1 /25/00 PRELIMINARY PLANNING DR. BY- TLF HEALTH PERMIT BLDG PERMIT APPR» MLZ A GENERAL BID PERMIT REV'S RHL # 9030.40 CONSTRUCTION SHEET Do not use drawing L2.1 for construction unless initialed 15 16 17 18 A A i. G 7 O A It% 7-4 4e% N L �4 R F- G F E C (C)SM 1KM OWPOMU L Jul MSS WMnMM IOM A i a 4