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NOTE: <br />REFER TO MASONRY NOTES <br />FOR MAXIMUM SPACING OF <br />CONTROL JOINTS <br />QUr-AD I I I(-' <br />1/2" JOINT W/ SEALANT & <br />BACKER ROD <br />COMPRESS MORTAR @ ALL-- <br />����----�' <br />164 <br />N <br />'A <br />rm <br />1 <br />F <br />I�II----EWA <br />1/2" JOINT W/ SEALANT & PER PLAN <br />BACKER ROD <br />HORIZONTAL JOINT REINF. <br />DISCONTINUOUS @ <br />CONTROL JOINTS <br />C.M.U. CONTROL�JOINT <br />v f-' % SCALE :1 112" =1'-0" <br />PRE -FABRICATED <br />METAL COPING To <br />MATCH BLDG <br />TREATED <br />WOOD NAILER I I <br />BOND BEAM TOP <br />COURSE (1) #6 <br />CONTINUOUS BAR, II <br />FULLY GROUTED <br />II <br />II <br />IIII <br />IIII <br />IN <br />8" CMU GROUTED SOLID II <br />II <br />I <br />HORIZ. REINFORCEMENT II <br />@ MAX 16" O.C. — <br />#6@24"O.C. <br />ICI <br />LAP V-0" <br />III <br />I I <br />EXTEND #6 WALL BARS <br />INTO FOOTING AS SHOWN <br />I I <br />4" H x 8" WIDE HOLE AT LOW <br />POINT IF SLAB PITCHES <br />TOWARD WALL, TYP <br />CONCRETE SLAB wl <br />_ I� <br />REINF. PER FDN PLAN <br />N <br />\ <br />°a II <br />#4 @ 12" \\ <br />° <br />` 4 <br />(1)#4 <br />c <br />° <br />CONTINUOUS BARa <br />EQ. @ 12'-0" MAX <br />VENEER STUCCO I I <br />C.M.U. SUBSTRATE <br />FASTENER <br />HORIZ. I VERT. STUCCO CONTROL <br />JOINT, TYPICAL; MUST COINCIDE w/ <br />CMU CONTROL JOINT LOCATION(S) <br />FASTENER ' <br />STUCCO CONTROL �JONT <br />L.J`t SCALE: 3" = 1'-0" <br />SEAL, TYPICAL <br />0 <br />0o <br />8" 0 PIPE, FILL wl <br />GROUT, STRIKE <br />LEVEL ACROSS <br />TOP TO ACCEPT o <br />BOLLARD COVER <br />a ° <br />° . a. <br />A ° VENEER STUCCO (1) COAT ° ° <br />OVER BONDING COAT a <br />OVER C.M.U. - MATCH a a a <br />BUILDING COLOR . <br />NOTE: ° <br />BOTTOM EDGE OF STUCCO <br />TO FOLLOW FINAL GRADE - ° <br />VERIFY PER CIVIL DRAWING ° <br />"v o <br />° io <br />d ih <br />c e° <br />VERTICAL REINF. W/ a ° <br />HOOKED END 8". 811 8 <br />2'-0" <br />E 5 <br />WALL SECTION <br />SCALE: 3/4" = V-0" <br />EQ. @ 12'-0" MAX <br />DETAIL <br />E 6 SCALE : 3/4" = T-0" <br />CANE BOLTS, (1) PER LEAF <br />.. DUMPSTER ENCLOSURE SIDE ELEVATION <br />V SCALE :1/4" =1'-0" <br />19'-4" <br />4'-0" <br />1801, I �" <br />E5 <br />D10 <br />TYPICAL <br />co <br />D2 I I <br />I D10 I <br />6" CONCRETE.SLAB w/ 6"x6" 10/10 WWF <br />OR FIBER REINF. COORDINATE <br />EXTENTS w/ CIVIL DRAWINGS <br />co <br />HINGE BOLLARDS, TYPICAL <br />ALIGN CENTER OF HINGE BOLLARD <br />w/ CENTER OF CMU <br />l <br />DUMPSTER FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />19'-4" <br />— N <br />- �" -.0 <br />PAINT CMU TO MATCH STUCCO, TYP <br />18'-0" <br />Cn D10 <br />o TYP0 <br />J <br />cxIx BOLLARD, TYP. SEE E6 / GD101 <br />w <br />a <br />U <br />F_ <br />IL <br />O 0 <br />1 <br />........ ...... ........................ ....._ <br />D2 I <br />D10 <br />I I , <br />CONFIRM DUMPSTER!SIZES WIT III LOCAL SERVICE & <br />OWNER. FIT WITH IN QUMPSTER SPACE AND BOLLARDS <br />4 <br />• t I <br />�-- ALUM GATE FRAME PER FABRICATOR. PROVIDE HOLE IN Y <br />CONCRETE TO RECEIVE CANE BOLT IN OPEN AND CLOSED <br />POSITION -BOTH LEAFS <br />� DUMPSTER ENCLOSURE PLAN <br />' % SCALE: 1 /4" = V-0" <br />� DUMPSTER ENCLOSURE FRONT ELEVATION <br />V )SCALE: 1l4" =1'-0" <br />4'-0" <br />LD <br />m <br />I to <br />'v <br />BOLLARD, TYP. SEE E6 / GD101 <br />MOM OF GATE FRAME & FACING TO <br />: A MINIMUM OF 4" ABOVE GRADE TO <br />.LOW FLOW -THROUGH DRAINAGE <br />:E CIVIL DWGS FOR DUMPSTER <br />r_1dCLOSURE LOCATION <br />O <br />N <br />Q <br />z <br />CM <br />Q v , <br />=), <br />W 04 <br />� � M <br />O <br />cn CU M U <br />btf > J C) <br />W CD L.L Q <br />5 ci <br />O L <br />CU <br />W O O <br />ZCD NU <br />U � <br />J � <br />J N <br />J <br />J_ <br />W— <br />cca <br />2 n Ca <br />a EM <br />UJI N a)' <br />2m <br />� <br />�C5 Na) <br />WU Lo CID <br />> CM <br />a rn _ a) am <br />O ��+5J <br />UJ <br />a Y Q >+ <br />CO <br />L <br />O <br />cnNaU� <br />N <br />U <br />LLJ <br />F_- <br />2 <br />U <br />Q <br />Z <br />a <br />o0 <br />H a)o <br />W o = cc <br />Z .n d LL <br />LU <br />� .5 � � <br />Z ti <br />N <br />Q O N <br />�C7MLoLr) <br />(D <br />O v7 m co co <br />© OEMA <br />All rights reserved; any copying, <br />transmittal or disclosure subject <br />to OEMA written approval. <br />OL V ) <br />UJ <br />o <br />D) <br />w <br />c� <br />G Q <br />W <br />W <br />� <br />�w <br />V CD <br />o <br />CV <br />O°O <br />m J M <br /><zCU <br />� <br />V� n <br />Lu <br />2017-054 <br />GD10 <br />