Laserfiche WebLink
77 <br />cl- <br />fV <br />Ln <br />0 <br />N <br />O <br />N <br />Lnn <br />N <br />M <br />U <br />57 <br />J <br />J <br />O <br />O <br />O <br />m <br />0" <br />0 <br />ru <br />U <br />0 <br />0 <br />0 <br />m <br />0" <br />0 <br />30'-118" <br />10.3 <br />m <br />SOLID CMU WALL CAP <br />8" KNOCK OUT, <br />REINFORCED BOND BEAM <br />APPLY 2 COATS OF 0'-1" —/ <br />I <br />I <br />o <br />WATERPROFFING COATING <br />STACKED BRICK W/ BRICK <br />LEDGE AT BASE, MATCH <br />+1 <br />+1 <br />TO ALL EXPOSED CMU AND <br />I <br />I <br />CMU GROUT JOINTS <br />BLDG <br />3'-0" I <br />'l�°O <br />8" CMU W/ STEEL <br />I <br />1„ <br />I 3-32 <br />8" NOM. CMU WALL W/ <br />REINFORCING AND GROUT <br />L, <br />MASONRY BRICK TO MATCH <br />�n <br />~ I <br />~ <br />BLDG EJ (TYP) <br />cn <br />cn <br />Lu <br />a <br />Lu <br />a_ <br />REINFORCED CONC SLAB ON <br />O TRANSFORMER I <br />_j TRASH UMP TERS <br />GRADE CONC. SLAB <br />CLR) I <br />2-6 C BYO OWNER <br />SEE CIVIL DRAWINGSlull <br />_. _.. <br />Wall <br />2'-716" I 15'-0" 2'-916" <br />TRASH ENCLOSURE PLAN <br />1/4"=1'-0" <br />1 1 /4" GATE I <br />HASP L <br />1 /2" D IA X 24" CANE E <br />FRONT ELEVATION <br />r <br />6" DIA.X 4' HIGH CONC FILLED <br />PIPE BOLLARD, PAINT TO <br />MATCH MASONRY <br />""""""1/4" STEEL POST <br />)DED 24" MIN. INTO CONC <br />NG. WELD PLATE ON TOP, <br />WATER -TIGHT, PAINT TO <br />I ADJACENT MASONRY <br />X 4' HIGH CONC FILLED <br />OLLARD, PAINT TO <br />-IMASONRY <br />i ENCLOSURE GATES <br />BE 1 1/2" STEEL DECKING <br />=D TO 1 3/4"X 1 3/4" X 1 /4" <br />ANGLE FRAMING, PAINT <br />TCH MASONRY <br />WALL SECTION <br />1 /2"=1'-0" <br />L= <br />CONC FOUNDATION WALL <br />CONC FOOTING W/ <br />REINFORCING <br />BRICK W/ BRICK <br />F BASE, MATCH <br />UNDATION <br />OTING W/ <br />CING <br />wsb <br />WSB PROJECT NO.: <br />016969-000 <br />SCALE: <br />AS SHOWN <br />PLAN BY: <br />SN <br />0 <br />rr <br />0 <br />cn <br />w <br />0 <br />n <br />i <br />I <br />z <br />0} <br />F� <br />U w w <br />_ <br />H <br />� z Q� <br />Lu ui <br />d Q ❑ <br />zujQ�d <br />Q — U O <br />J <br />Cn0 m2~Z <br />_ 01 <br />Z <br />Q ❑ rl� 5� <br />Z <br />Q 0 <br />= w Z a <br />} a O Q uj <br />U <br />Q ❑ C/) <br />w �,ui Q w <br />a-J = <br />U of 5 <br />�0U/)LL <br />ma-[�n0 <br />wwUZUn <br />ui <br />_ Q� U Q <br />0 ❑ J J <br />z <br />LLu <br />G <br />O <br />J <br />LI <br />Ll <br />0 <br />Lu U <br />0� Lu <br />� 3 <br />�O <br />U) <br />z <br />O <br />J <br />O <br />D <br />2 <br />DESIGN BY: <br />CA <br />CHECK BY: <br />CA <br />z <br />75 <br />O <br />V <br />D <br />LL <br />O <br />A, <br />u <br />DETAILS <br />0 <br />N <br />0 <br />N <br />0 <br />W <br />H <br />Q <br />0-2 <br />REAR ELEVATION <br />1/4"=1'-0" <br />COLUMN SECTION <br />1 /2"=1'-0" <br />C.P <br />016969-000 <br />SHEET <br />L7.14 <br />