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( r <br />NORTH <br />CONCRETE CURB <br />EXPANSION MATERIAL W/ <br />BACKER ROD & SEALANT <br />10" i <br />CONCF <br />Q0 � EDGE OF CONCRETE SLAB <br />CONCRETE SLAB W/ DETECTOR LOOP <br />1 CONCRETE CURB DETAIL <br />3/8"=1 '-O" <br /><71 <br />CONCRETE CURB DETAIL <br />KEYED NOTES: <br />1.1 NEW 6" DIAM. CONCRETE FILLED PIPE BOLLARD BY L.L. <br />1.2 NEW 4" DIAM. CONCRETE FILLED PIPE BOLLARD BY L.L. <br />1.3 NEW CURBS BY L.L. <br />El L <br />p <br />a <br />I- FT <br />N Ak <br />I I <br />3' - 83�8 „ 1.1 5' - 23/4 „ 1.1 g' 13/8 " 1.1 5 , 03/8 „ 3' 103/4„ <br />------------ <br />18'-3y4" <br />6" OR 4" SQUARE <br />SCHEDULE 40 STEEL <br />PIPE FILLED WITH <br />CONCRETE AND PAINTED <br />BLACK <br />SLOPE TOP <br />OF CONCRETE <br />FINISHED GRADE <br />3,500 PSI CONCRETE <br />1'-6" <br />BOLLARD DETAIL <br />1 /2"=1 '-O" <br />Proj. Mgr. <br />DMF <br />Job. Capt. <br />DMF <br />Drawn by <br />DMF <br />Revd by <br />SATE FLORID` <br />RB <br />AR0016160 <br />OCT 25 2012 <br />� <br />�0 <br />0 z z <br />>- 0 <br />F m <br />Q <br />_� <br />'If <br />�Oov Oz�z <br />0 Q ww <br />w w�- w w <br />LLI 0 <br />_r- <br />�owuWOzzz <br />mw— <br />w— o= <br />w�Om=�--zW <br />O w O Q m <br />0 <br />~ <br />< <br />0 z o w Z 0> <br />m ~� O <br />n Q n w <br />� w� <br />� <br />0=DfQOQ owF-0z00u— <br />W Z Q m C) <br />m O D <br />0yw w V)— <br />m <br />Z 0- 0 <br />O� <br />Z� <br />0 0mwwm <br />k- =I-- 3: <br />> z w— <br />w I-- Q <br />Q:� w w= w <br />�Q�� <br />of <br /><owozo:fo>o <br />0— mQ <br />0�O <br />0, no0UjQzwi- <br />O?-zw0- V)D <br />mD -w <br />o- uJu <br />��Z �Z< OF-- <br />U) <br />Ui �Q <br />Qm0��QW� Qf <br />�O QO��z=U) <br />Q W m <br />- U Z �- Z z Q 0 0 <br />z <br />ZLLJ <br />LLJLLJ <br />0 <br />U=O <br />Z- <br />ww O _w <br />O0 OO <br />Wmmm O_ <br />UQ Z 0 _( <br />O w <br />ImOw <br />OOOw <br />LL] <br />Q <br />wmw�U) wU)-i <br />(n0 Z <br />(f) Q00w <br />nOzz0Z(,n 0 <br />=0--w0 <br />Q m 0 <br />=rYWO=�0=0L- <br />�< 0 0O �, 0 P- 03: Q <br />©COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />Revisions: <br />W <br />� <br />> <br />M <br />CV-) <br />J <br />Q <br />-i <br />L.L <br />, <br />Wes= <br />rr <br />LL <br />W <br />Q <br />N <br />T <br />�- <br />Z(�N= <br />a <br />W <br />CL <br />N <br />L <br />0 <br />0 <br />d' <br />M <br />N <br />(0 <br />m <br />C <br />M <br />M <br />cc <br />N <br />c <br />o <br />u- <br />N <br />N <br />'c <br />2 <br />U <br />o <br />,6CL <br />o0) <br />a) <br />+� <br />o <br />._ <br />cm <br />C <br />U <br />m <br />E <br />Lry <br />o <br />■� <br />Q <br />a <br />W <br />00 <br />W <br />U) <br />r <br />O <br />U <br />O <br />Lf) <br />:3 <br />U <br />N <br />LL <br />Cu <br />Sheet Title <br />ENLARGED <br />PATIO PLAN & <br />DETAILS <br />Scale: AS NOTED <br />Date: 10-18- 1 2 Sheet No. <br />Project No. P — 1 ■4 <br />12-1018 <br />3/8"=1 '-O" <br />J <br />