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I —1J — t — -- <br />�, <br />8" C.M.U. WALL WITH 05 <br />AT 24'' O.C. MAX. IN <br />■ LI ■ <br />IC <br />GROUT FILLED CELL <br />\IN.PIPE <br />BOLLARD <br />ER (BY <br />(TYPICAL) <br />OTHERS) <br />2 I <br />S4 <br />ALL' I <br />I.. <br />54 <br />W <br />O W �. <br />0 W <br />G. I. <br />0 I 'Q '� <br />D a- <br />0 <br />n <br />C 7F;5 N <br />CCE�iR�NGE— .. <br />FENCE POST <br />_J <br />> <br />U <br />CHAIN LINK GATE <br />SYSTEM <br />• <br />W <br />N <br />W <br />DROP PIN HOLE <br />(TYP.) <br />2 <br />64 <br />24'-0" <br />C � y e <br />"x <br />LLI <br />CJ) W <br /><<4 <br />f < <br />y ; <br /><X <br />13 <br />V <br />O <br />X� <br />h ( v Y <br />x Y <br />V W <br />GRADE `x <br />r' vy'k <br />.' ✓'�,�� <br />y x *�. . <br />.� <br />\\\-LATCH <br />\9 <br />HARDWARE <br />LATCH HARDWARE <br />NOTE: <br />DUMPSTER DETAILS / REQUIREMENTS SHALL <br />COMPLY WITH LOCAL JURISDICTIONS <br />ODUMPSTER <br />ENCLOSURE DETAIL <br />SCALE: 1/4" = 1'-0" <br />DOMED <br />CONCRETE <br />CAP <br />9 <br />C6"O STEEL PIPE <br />Q <br />BOLLARD, <br />FILLED WITH <br />a <br />CONCRETE WITH <br />BC -I ORANGE <br />' <br />BOLLARD COVER. <br />�n <br />RAISED STUCCO <br />a <br />TOP OF PAVEMENT <br />BAND <br />SLOPE STUCCO FROM <br />CENTER <br />K.O. BLOCK WITH (1) 05 <br />am <br />° <br />CONTINUOUS <br />a <br />2'-0" SQUARE <br />a a ° <br />OR ROUND <br />3/4' <br />_ <br />ji <br />CONCRETE <br />FOOTING° <br />— <br />05 VERTICAL BARS AT 24' <br />_ <br />O.G. IN GROUT FILLED CELL <br />a 9 a '' • `mot <br />Z3 <br />5/8" SMOOTH SAND FLOAT <br />V`` ° ° a a ���.•`'V� <br />0 <br />FINISH STUCCO, PAINT TO <br />MATCH BUILDING COLORS <br />\ j , <br />W <br />8" CMU WITH HORIZONTAL <br />JOINT REINF. AT I'-4 O.C. <br />y <br />t() <br />13 <br />'n <br />SMOOTH STRUCK PAINTED AT <br />Q <br />I �OLL�� DETAIL <br />3 <br />O <br />1 <br />G <br />INSIDE FACE OF WALL. <br />SCALE: I" = I'-0" <br />Q <br />0 <br />S VERTICAL BARS S AT 24" <br />' <br />O.C. LAP WITH WALL STEEL <br />Q <br />30" MIN. <br />J <br />m <br />(1) 05 CONT. TOP <br />z <br />8" THICK 3000 PSI. CONC. <br />771 <br />SLAB WITH 6" x 6" - W2.9 x W2.9 <br />W.W.F. - SEE STRUCTURAL <br />_ <br />a <br />a <br />d <br />2 <br />- <br />° <br />° (2) 05 CONT. BOTTOM IN <br />THICKENED EDGE SLAB <br />OWALL <br />SECTION <br />AT <br />OLM061 ER ENCLOSURE <br />SCALE: 3/4" = I'-0" <br />REVISIONS <br />BY <br />J , <br />roz c <br />v ti u <br />� : IN- ✓; <br />E x v <br />N L <br />.� CDC u <br />1-� 0 U N c7 <br />QJ <br />Q 0 c <br />ao 3 <br />v ti <br />.� v ::D v <br />--. c t_ <br />CD <br />z � <br />R' <br />it <br />• 1„�� <br />d <br />ui <br />C RAG\ <br />Q <br />�c" <br />� s <br />V <br />O k <br />U <br />Q� <br />f <br />O <br />V <br />� <br />Z O <br />0 N <br />lf') <br />� M <br />. O <br />m J E <br />(L) Q i7i - , C <br />`-' U :3 <br />4-- 8d O 0 <br />O <br />ILL.- LJJ . O <br />v > <br />0 <br />•vi <br />CL <br />N <br />< O >1 <br />Q m <br />a <br />Z Q v <br />_J W <br />Date: 02. 13. 18 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: JDS <br />Job: 15-025 <br />Sheet <br />AS4 <br />H:\Projects\Projects 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\_AS34 - S1TE.dwg, 2/9/2018 9:10:55 AM, JSimon, Xerox 6604 PS.pc3 <br />