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Plans (44) 45, CONSTRUCTION KEYNOTES Q PROPOSED P.D.D.CURB PER DETAIL 2,SHEET G501. Q PROPOSED CURBED WALK PER DETAIL 4,SHEET C"501. Q PROPOSED P,C.C.WALK PER DETAIL 3,SHEET C-501. 1`n I ; „ .1 Arr. -;s - Q PROPOSED ADA ACCESSIBLE RAMP PER DETAIL 7,SHEET 6501. 'sE f' a d.H Q PROPOSED 4'WIDE WHITE,SOLID STRIPE. - Q PROPOSED TRANSVERSE STRIPING PER DETAIL 12.SHEET C-501. 0 PROPOSED PAINTED INTERNATIONAL ADA SYMBOL PER DETAIL 5,SHEETC-SOL VI i Q PROPOSED WAYFINDINGS PAVEMENT MARKINGS PER STARBIICKS STANDARDS AND DETAIL 13,i511EETfC-501. _ 0 PROPOSED ADA PARKING SIGN WITH 5'BOLLARD PER DETAIL 8,SHEET G50,- t } Q PROPOSED LANDSCAPING.SEE SHEET L-101N . -d"} m PROPOSED OUTDOOR SEATING AREA SEE ARCHITECTURAL PLANS FOR LAYOUT AND C ___�_ �� �� TICKNE55 AND REINTORGEMENT C4CliSC°AB 't ii ' ©ams srumurxsrEE ,�,ly 4 , I C, 7 1 <> ® PROPOSED BIKE RACK PER DETAIL 9,SHEET 0301. A dd 1 ® PROPOSED SITE DIRECROIIRLSIGNAGE.SEE ARCHITECTURAL DRAWINGS FOR 01Mi 1 ].�AETIdLS ` A t ' TARBUCKS COFFEE L, O kddd 11 f @ PROPOSED DRNE-THRUCLEARANCE HEIGFITSICN.SEE ARCFiNECT1/RALDRAWINGS FOR DIMENSIQYSAND DE7AIL5 COMPANY ® PROPOSED 6'NON-ILLUMINATED BOLLARD.REFER TO ARCHITECTURAL SITE DETAILS. 2401 UTAH AVENUE SOUTH 10.:_. 40 (( C9 } Q3 PROPOSED DRIVE-TARS CANOPY MD DIGITAL ORDER SCREEN.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS MD DETAILS. SEATTLE,WASHINGTON 98134 ® PROPOSED 5-PANEL MBAU BOARD.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS. (206)31&1575 0 / 4 CI PROPOSED SERVICE RAMP PER DETAIL 7,SHEET C-501. Horizontal Seale in Feet THESE DRAWINGS AND SPECIFICATIONS ARE \ >D 9 yam" +� PROPOSED CROSSWALK STRIPING PER DETAIL 15,SHEET C301, CONFIDENTIAL AND SHALL REMAIN TFIE SOLE 0 PROPOSED DUMPSTER ENCLOSURE,SEE ARCHITECTURAL PIANS FOR DETAILS CONCRETE SLAB THICKNESS AND PROPERTY OF STARBUCKS CORPORATION, _ REINFORCEMENT.DU . [� END IN THIS WOEW.THEY SHALICH IS THE OWNER L NOT BE REPRODUF T HE CED Eo ��'� e A :111 d® \\ (SEE SHEET C-001 FOR GENERAL LEGEND) ®PROPOSED STOP SIGN PER DETAIL 2,SHEET C-502 (IN WHOLE OR IN PART),SHARED WITH TIURD 13 ��L \ Q + + + + © EXISTING GAS METER RELOCATED.COORDINATE WITH GAS COMPANY. PARTIES OR USED IN ANY MANNER ON OTHER 444d PROJECTS OR EXTENSIONS TO THIS PROJECT M J • (OD \ R �+ + + + +1 PROPOSED STANDARD DUTY ASPHALT ©CONTRACTOR TO EXTEND EXISTING GAS LINE TO NEW MET LOCATION AS SHOWN.COORDINATE WHH GAS COMPANY. WITHOUT THE PRIOR WRITTEN CONSENT OF c GI a a a I PER DETAIL 1.SHEET C-501 '�-- I I .. TED.COORDINATE IMTH ELECTRIC COMPANY. CORPORATION.THESE DRAWINGS Os h�T C �� II —-=-��=9\\'"0 ,�� PROPOSED I L2'MILL AND OV•• -� ®COORDINq E WITH RESPECCONTRACTOR TO LOCATE TIVE TRICAL AND COMMUNICATIONS CONDUITS MD REROUTE 10 BUILDING AS SHOWN. S7AAND SPECIFICATIONS INTENDED TO KIN ARE N7 „II 8 I II A\(\I'''. I E UTILITY 0' •w. EXPRESS DESIGN INTENT FOR A 1 �, CI PROPOSED FL7-L-DEPTH ASPHALT SECTION PER.-AIL 1•SHEET G501. PROTOTYPICAL STARBUCKS STORE(WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT m T �� k� �� • •I PROPOSED CO.^ETEE3) EXISTING STRIPING TU BE REPAINTED TO MATCH EX- rG. REFLECT ACTUAL SITZ CONDITIONS.NEITHER �PROPOSED PLANTERS.SEE ARCHITECTURAL AND e.+ PLANS. PARTY SHALL HAVE ANY OBLIGATION NOR \ \ \ �� F \ O CONS A COON KEYNOTE Q NOT USED. LIABILITY TO THE OTHER(EXCEPT STATED ABOVE)UNTIL A WRITTEN AGREEMENT IS FULLY ®PROPOSED 50 C.F.4'PVC DOWNSPOUT COLLECTER LINE @ -p EXECUTED BY BOTH PARTIES. B .p ROPOSFD DRIVE THRU STACY,CAR AND NUMBER ®PROPOSED 4'PVC STORM DRAIN IN CURB.INV=217.,0 1.} T ' SEF.ExuecEv_xrtoRkrr, I STARBUCKS TEMPLATE VERSION i2015.D5.01 m. \ D Q ®, „ \ PROPOSED P.00 CURB(APER PER DETAIL 3.SHEETC-502 - \ o m � © .4''''':%..,..:,..,,,, P� \ b.s. PROPOSED DOWNSPOUT 0 r. // + + + + r ^ 0 ® \� \\''.\\ \ti\ (SEE ARCHITECTURAL PIANS] 7 �, tel. / \ •� '!1 m E! ®-F jz Q++ ® + O 412 ® r „.%_',,. in — L . . \ 11111110%,,, 1 171 © ® 1% 'lye`'csiGPD Writhe Cowibbil;I:g. i ardiceProindoold�s��©�ile� f �® 1�� \ \ 8.0' 8,5• 8.5' e ' 520 SOUTH MAIN SE 2531 y # D' ��� \\ s.o n.D :n m i� r I® 0 - ��:'a ©`}�\ �/ \\\\\ '...-:;. AKRON,OH 44311 ® © Q .."T. ,`/, \ \ P:330.572.2100 E:330.572.2101 t �`/ $ � � " klIN, gin Imo' GPD PROJECT NO. 2016355.37 I I- �f111���. 8 F \\ \ 4 ,===1-- -11 O PROPOSED STAHBUCKS • 11 �} ==meg \\ �� ©' �I F.F.E.=227.851 ;4)�; h \) \\ Q ©� \ :I - [q� 67.7• 16.6' -Cr 1 d \ I',p y � 1 i © mA \ I III - \ 0 4,-lel° A-(i: k, ._ \ ,IC) 66e e E 8- / ENLARGED SITE PLAN N —PIL �// N-11.09.1E 1'-10 J � 4....”-E ,, O GARD I i i `� b h/' , , '' ' FOR CODE COMPLIANCE H M a Y �' - provled; ‘,..-1---- _-_:„-„..,1.---(-„,:' COll 4 C } \` 9 06 z -_—_ F m PIS- /F, °� 'i\ '/SO _ ., ® ' III \\\\\ N Y�' `� \ LL ill � is �a ^--- /''�' F\ctPlT-ZC l� f ® 4 Q �\ _ / _ a � ��4�le 0 � z� 41/ // ►��i' y�P�\Go ess' �.P 0( `, 10 t" .RC Qii U o o O- /// '/ (�0,\,,\ts\ SUIte#_ , 0 li IV / /'\ \ Fill 33916 \ - \\ W O ctW '7•2 .9"" �.� 66666 i '",',4:7,,,,K.4KA/. " Cx.-s+Ysauw,aeeer �P� _.��-a � �' D� 42_ 7 ® I� �• CC D• d OI--- v6 / ',�•1 STORE#: 3389 N ii ...- y ..••• )I I PROJECT#: 15375-032 CASEWORK CONCEPT: ''/ '' k BENCHMARK NOTE: ISSUE DATE: OFFICE ���� ENLARGED SITE PLAN �Q /'' /'/\ ' AlfJ ELEVATIONS SHOWN ON THIS PLAN ARE NOT ACTUAL ELEVATIONS. DESIGN MANAGER ''; /� //' //' 1 1V \ THE VERTICAL DATUM IS BASED ON AN ASSUMED ELEVATION OF LEED®AR s / / �1 ATTU ON A STEEL SPIKE(BM 1)SET IN THE EXISTING PARKING LOT PRODUCTION DESIGNER IA /' --' /' THE SOUTHEAST CORNER OF THE SITE. CHECKED BY. MI 11111:11 1131_1imizz===. pry / / // / / // �/ -,- 4 1,`T s- I� ';'k Revision Schedule r (m .. ra= � �M I i - ti MI 1{ i }S 1 ntillSHEET TITLE: ,,. 6A�• SITE PLAN SCALE.AS SHOWN ISHEET NUMBER C-111 1 I } PLANT LIST . Symbol Botanical Name Common Name Oty. Min.Size Cond8ion Remarks Ca Calamagrosbc x acutiflora'Karl Foerster Feather Reed Grass 18 No.3 Cont 7 o/c '1,S,',:1-4,111,../ Cs Cornus sericea - a 1 ',T a 1 u Dc Red Osier Dogwood 7 30'H B&B S ofc Deschamasia cespitosa Turfled Hair Grass 1 2 { 38 No.2 Cont. 2.5'ole /19 , 4 k. ) Ga Gaillardia arislata'Bijou' Blanket Flower 133 No. Cont 1'o/e ®mH STAnnuacsmmecONrun t` •---;,/ Hh Hemerocalis'Happy Returns' Happy Returns Dayldy 26 No 1 ConL 1.5'o/c �� / s. STARBUCKS COFFEE r ' � Ig Ilex glabra Inkberry Holly 21 24'H B&B 4'o/c ;q f Ln Lagerstoemia'NeIchei Natchez COMPANY , -7F rape Myme 5 12'H BSB Multi Stem 2401 UTAH AVENUE SOUTH ( tt Pj Phom»um'Jester SEATTLE,WASHINGTON 98134 Jester New Zealand Flax 14 No.3 Con'1 3'ntc (206)318-1575 ' Vt Viburnum tows'S rn Bouquet' Spring Bouquet Laurustnus 6 3T H Con'! 5'o/c THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK.THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART),SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WFFHOUT THE PRIOR WRITTEN CONSENT OF LEGEND STARBUCKS CORPORATION.THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE(WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS.NEITHER �� I' I' II PARTY SHALL HAVE ANY OBLIGATION NOR (`� II I 1III ( I C \ `� '� LIABILITY TO THE OTHER(EXCEPT STATED \l 5 I 4 11 111` \\ '\,,,,, EXISTING rREES ABOVE)EXECUTED BY BOTH PAL A WRITTEN RS LS FULLY 1 J \ \\ \k, ! STARBUCKS TEMPLATE VERSION D015.05 01 J \\ \\ \ \ �� \\\\ ? \ \\\ EXISTING SHRUBS dAlPillia;12 \ \ 0 RD bliewie ad Aidilefte �R ® \ \ -- -------- PROPOSED LANDSCAPE BED EDGE,SEE U \ \ DETAIL PER SHEET oB1 520 SOUTH MAIN ST.SUITE 2531 \\\ O \\ F \\ AKRON,OH 44311 P:330.572.2100 F:330.572.2101 \\\ \\ i \\ PROPOSED TREES GPO PROJECT NO. 2016355.37 \� \\ QCT \ f �',� � A a \\ \\ . \ // \`\\\ ® ' C• aro a \\ � \}\ I�fL, 9l�\\ O�O PROPOSED SHRUBS.GRASSES (7 �; \\\ I tOIL \ - \\ \\1 �'l. \ AND PERENNIALS _ 11 p ® \ \ \\ • • liken \\ \\ ` 4 PROPOSED PLANT OUANTI Pr AND SYMBOL • �� J �— v141Z11 �� ti -it •'S a d a - ® `r�11 11\ (f)i q\\ \\ �UTN� PROPOSED SODDEDAREA • \\_ _ , �—.—II I �• e - °da ^� . T. ae 5—N 11 TT 1\ \ p IT 1 { ° 1 .4% \\ \ II i, �0, O'�O O OHO ( ° �```4, `� \ \\ \\\ NOTE Y ;;��� ' _ I .a 12~�� II II \\\ \ MULCHED SHALL BE SODDEDAPER ST AREHfFT L00T TO E PAVED OR00 �I n } I�,' !p jl !I \\ \ 0S "M \ a 2 A I II \\ \ 2.CONTRACTOR TO CONTACT OREGON UTILITY NOTIFICATION •-•C I O�a�+ PROPOSED STARBUCKS J ' `�t��r II \\ \,��, CENTER PRIOR TO PIGGING TO IDENTIFY POTENTIAL CONFLICTS � ,,LL � t , �• II \ \ WRIT ANY EXISTING UTILITY SERVICES.IF CONFLICTS ARL U N O I ep• 6 I'ri�/ �\\ \ IDENTIFIED.CONTRACTOR TONUTIfYANCHITEC7IMMEDIATEL}' LL N 6)— it wan. ,1l� F.F.E.=227.85± - -�' lli�,`T �/1 \\ \ BEFORE BEGINNINGANY WORK. (� z II II I a �� it re t �•� I �r •°ji1 d /� / I I Ez- LJ. a co 1 Inall CEP_ alMAisk D�I-110-1101 ` a10 it •`-•-•!`.:•••-•••: Q /1I Mr / 1//` j /I Q O C7 �� I 110,,E 4110rL.a� ••�...•!1•s! /� / ¢ 1 1-��,t�10 ��`r+�iO0i0AQ��1�1 •• •• /i // \ / a a F- I� I I �i�i��10, .r. ,. y. r �4~00'- Q�4 / .'�Si/ // // / STORE#: 3389 II I O \ '�rtf;i, ,i ii* ....,:ii (u•I) 0` I .y: /� / / I� lO{O\ Ce ®' 'r-�Q� �6� /// QI P` �' // PROJECT#: 15375-032 ' I / BENCHMARK NOTE: B" ��� // / ..• CASEWORK CONCEPT: 411 `'0, \ L —,4._D,.. �/ / ELEVATIONS SHOWN ON THIS PLAN ARE NOT ACTUAL F1EVAlI0N5. ISSUE DATE: \\\ / // �Q\•'� THE VERTICAL DATUM IS BASED ON AN ASSUMED ELEVATION OF DESIGN MANAGER' /// QIP //\--- m // 226.W ON A STEEL SPIN(SM I)SET W THE EXISTING PARKING LOT LFED®AP: ° "•T2- -:.• ..i• / / G ,..- • AT THE SOUTHEAST CORNER OF THE SITE. • la d ° c —— • •-;•• / / -<P // PRODUCTION DESIGNER ' O. _--_� _ • ' �� // �� // .:i.: CHECKED BY:... a ° I ___y(( 'fFF — G Qr. \ // -1:r:r , Revision Schedule a 1,4„ tcUr• MIN=MI IMMIIIIIII o 01 • <4 ch- A C ° �° ° O �� / // / // . . .I �OO!) 4 ,ti,e, /// /// /4 \X / I -� SHEET TITLE. LANDSCAPE ®� I. / /// // \i i// \/ 0 11:1 PLAN II I Qti /// /// // � SCALE AS SHOWN II 9 I // // // 1'=10'5 20 SHEET NUMBER: 11 / / / Ha'aonlai Scale+n Feel L-101 o (((((( CMU SLOPED TOP CAP 1111 '4'.-111°1111tr, I,tilgr a 7f�' T BRICK VENEER TO MATCH 1T/ BUILDING - i aT.', $e u6 J a 11' 8"CMU WALL(GROUT SOLID)WJ#5 VERT. ' - 7 ,'FhiJ� WI6'O.C.(2)#5 VERT.(WALL ENDS AND ( ! )'� / "S-` `__ • Illiii i5A CORNERS,AND(2)#4 HORIZ It TOP, rJ / / �J•�' MIDDLE,AND BOTTOM OF WALL.PLACE 9 1 �' GAUGE LADDER TYPE,HOT DIPPED CMU SLOPED 70P CAP - t c GALVANIZED PER ASTM A153 CLASS B, -n r` t+� a°• e O �( r'; HORIZONTAL JOINT REINFORCING I' i 4 4 a?a . C 301 UTAS COFFEE COMPANY � �; AT 16'O.C.VERTICALLY FOR CONCRETE 1 4.0 PROVIDE BOND BREAKER /Ail; MASONRY.LAP HORIZONTAL JOINT ----+-.-_ MATERIAL.BETWEEN REINFORCING A MINIMUM OF 6'. ._ STARBUCKS COFFEE / g/i / % -- T.O.CMU CMU WALL AND ,T� HORIZONTAL JOINT REINFORCING TO BE I --- FOUNDATIONS. / /� DISCONTINOUSACROSSMOVCMEKT I *6' 0" COMPANY JOINT. CMU WALL AND % / 1 6'CONC.CURB ' DOWELS TO MATCH REINFORCING PER I % % I 1 , I I 2401 UTAH AVENUE SOUTH WALL VERT. DETAIL 8 J A-1005 % % I SEATTLE,WASHINGTON 98134 SLAB AND ;; REINFORCING, I (206)31&1575 PER �Lti �.' ALTERNATE HOOKS, I %* / THESE DRAWINGS AND SPECIFICATIONS ARE CONC.PLAN /49 y/ IAP 36'MIN. / � I _ CONFIDENTIAL AND SHALL REMAIN THE SOLE /,_�'G( #4x REINFORCING �i'� I � % I PROPERTY OF STARBUCKS CORPORATION, --1 I ��; GROUT CMU&COLLAR WHICH IS THE OWNER OF THE COPYRIGHT IN / REPRODUCED(IN WHOLE OR IN PART),SHARED Al 18'O.C. / /. I I THIS WORK.THEY SHALL NOT BE x �- - JOINT SOL ID BELOW m ;� lip; GRADE WITH THIRD PARTIES OR USED IN ANY MANNER 1. I ��; % J I I CONCRETE SLAB PER PLAN _ "'f G_i.<' CONC.FOOTING . r ON OTHER PROJECTS OR EXTENSIONS TO THIS " � '�� PER PLAN PROJECT WITHOUT THE PRIOR WRITTEN A, ; SLO E— R-`�N ' ._,_ - TNCFSSE DRAWINGSAAND SPECIFICATIONS ARE PE P 111111111 1 -7.71% - INTENDED TO EXPRESS DESIGN INTENT FOR A I1l1— tgJe 111 ,1— Ii I II� - . DLII- %.„�" -.1... - - - • PROTOTYPICAL STARBUCKS STORE(WHICH IS ' S ' III1 �T � / ��.�•.�-�1•-:�.�•-ji�•� ��•- • •,, SUBJECT TO CHANGE A7 ANYTIME)AND DO -• - ..r.,-- 11=IIIIII—III1 r::;.,.i.:';.:..t' _ _ I I i .� �.� . �.�ilii.����.fIS''i.� _ I NOT REFLECT ACTUAL SITE CONDITIONS. _ NEITHER PARTY SHALL HAVE ANY OBLIGATION -I I + .7,- - ` I =1 1 1— NOR LIABILITY UN 70 THE OTHER(EXCEPT STATED 1 I 1=-1 — - I ABOVE UNTILA WRITTEN AGREEMENT IS g •I-111—I.11-111 1I—II—I I-1 j__„__ inn/ _••i - 11- -Ill V I—II FULLY EXECUTED BY BOTH PAR7lES. u-� 3'-0 -FOOTING REINFORCING -i I I-IIITL— Rh �I �I / PER PLAN - If 1'—IIIIII, STARBUCKS TEMPLATE VERSION 12017.05.,8 I 11TI�1_li. 6 -111-11 l=1I 1_ III-III=(►� -100 DPP. _ ®semCMU WALL FOOTING TRASH ENCLOSURE SECTION 3,4-=1,0' 9 Ma ,005 IA , • '� PONGRIND SMOOTH& 'I� � PAINTT ALL WELDS 1 - ON GATE 8 FENCE - -I-.-CONCRETE,•• f- SPD Engineering mdAlditaGst GROUT CEII AT Professional ST SU J - SMOOTH FINISH I '..h I - d- 520 SOUTH MAIN ST.SURE 2531 ANO SEAL I• ANCHOR BOLTS 1 .CONCRETE b' o - I b,• - AKRON,OH 44311 b. ® BRICK VENEER �� P:330.572.2100 F.330.572.2101 I PER SECTION& .CENTERED IN SLAB I. < I ELEVATION I ` GPO PROJECT NO:2016355.37 9 _l.T h cek 8"CMU I - I C �, I SLOPE IS% �' -• I 411 U - J • 1-- NEW 6"CONCRETE APRON,BROOM FINISH PROVIDE 1-1/4"DIA.x Y DEEP 6'X67.1/4"PTD.CALV. -T HOLE IN SLAB TO STEEL LUBE POST SET '•4 CRUSHED STONE LAYER I _ RECEIVE CONCRETE BOLT AT CLOSED I Z LU -UNDER SLAB • - - GA IN CONCRETE FOOTING 0 .07-, E AND OPEN POSITIONS CONC.SLAB AND -#4 X 24• I 7:( v �T•- 3b"WIDE X 1Y _ I - .1 10'WIDE X 1A'DFFP THICKENED _7 PAINTED I 1 = DEEP CONCRETE I `1' REINFORCING PER PLAN STEEL ANGLE- DEEP CG AI CMU r I • SLAB I-DOTING W/(2)#4 CONT. REINFORCING PER PI AN AT WO C I I CO LO reWALL W/(3)#5 'I `-- _ -IBOTT.AND(1)114 TOP AND MIO D CONT.BOTT. ,( DEPTH I 1 HOSE BIB.SEE SLOPE AWAY FROM SLAB �'•. - PLUMBING I - SLOPE PER PLAN , ^, I DRAWINGS - _ _ -:4• �!- a .— J E \ \ I [ 1 I IF � f • 1 1=11 • ������ �7 ,`� �% \ , �- 0 co 3_ I �, 1—III 7> ,;oti 11�III�IIII�IIiI -N ( III ain 1 -11 I11111 f- 1 IEt / • I STEEL DECY.-PAINTED I - al W a n• I HEAVY DUTY BARREL..GATE �` 0 0 Q °'_B,lT / FOOTING A pTHICKENED �B I I_II III—III III I I1- �' HINGE Q n / / - REINFORCING PFR 11 1=1 11---11 1=1 I I - FITTINGS,3 PER GAGFIIAF Z V- Q CO A-100 Pt AN 10' d SLOPE AS F- E- m / / V STEEP AS LINE OF GRADE I 1111- U U r E POSSIBLE BEAM IL' S Q TRASH ENCLOSURE PLAN SLAB FOOTING D-STORE 3389 F- +J +'t1' f,----)THICKENED 3,4-_1,,,. GATE POST DETAIL ' 3_1'0' #: PROJECT#: 15375-032 L ISSUE DATE: 100%0908.2017 7 PAINT P534-BLACK FOX L �. --_..- .. _. _. _ -- ___ - Mi GER. NE SULLIVAN SIGN MANAGER RYAN WONG LEEDID AP SUZANNE _ {{ ER: HEB ' sm!1 '� --------------- 1- � 1 I --- -- DESIGNER: ------------• 1_ J�-+-.t,- ---+-+-y-. CHECKED BY- TOM CONNER Y Y Y 1 Y4 PRODUCTION D- 1111111111111=111111111 ,=1•1111111111.11111 ' i----------------- - - 'I , I III I Wilma --------- ---- L RoNslon 6chodula -111•1==.11M---------- ---• i' l rc," i ' ( 1�'I' :'''JI-j-: 'I l l ( L l 1 I l I L - - ------�-- �I'�;I , l 1 '1'1 I'1 :i' 1' L�I'1-I 1 -,'11111`'(1 L j 17111.11111111.111.1.i I IIIIMEIMI=1=11. 0 — —=—=====1 71111 1 /r3' 1 1 1 1 +''r 1 1 11 I',ti 1 'r , ' 1 I rJJJ...'1(ti 5 L ID DescriPl on f ' ,, -------------- --• 1 L l T ' l ‘1',,,t.,,_,.,,, ' 1 1'1! ;; ` ti 1 ' ; ;L 1 ,1 L f I I. " -- -----------------• I',1.L 1 l '7, ( rl (si ,1 4 I :--:- 'r] 1 t ;I ' _ 1 II, I ( , ��( !_: f �I -- -- -m.Ji-,G`� -�����':��-����� '1';[ '1';'1 11►' I',l�'; l i '1 ;L'I ' ' L'I TI' ` I-_I- _ PROVIDE?DIA SOLID STEEL / PROVIDE 1-1/W WIDE X r '1�1;'I�r'1 1 1'rI lt'1 ROD GATE BOLT TO BE LONG SLOT CUTIN 1-1/4"O O. BRICK TO MATCH EXTERIOR BUILDING FINISH BRICK t ' r ' ' OPERABLE FROM EXTERIOR. STEEL PIPE.WELD TO FRAME. i s SHEET TIRE: TRASH ENCLOSURE TRASH ENCLOSURE 2 TRASH ENCLOSURE TRASH ENCLOSURE 1 Soho u4 =ro" y„ J4.=1..°. TRASH ENCLOSURE i ®Scab 1/4"•1'-0' - SCALE AS SHOWN i SHEET NUMBER: A-1005