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GATE PIN (TYP. <br />s <br />NOTES: <br />ELEVATION - A 5P-2 <br />6" STUCCO BAND N <br />P.T. 2xb 4 2x8 BOLTED <br />TO GMU WALL <br />PAINT OVER STUCCO; <br />COLOR FIN15H TO <br />MATCH BUILDIN6, TYP <br />Z 3" RECE55ED BAND (BY <br />FRY REGLET OR SIM) <br />ELEVATION - B <br />8" STUCCO BAND W/ <br />P.T. 2x6 4 2x8 BOLTED <br />TO GMU WALL <br />PAINT OVER <br />STUCCO; COLOR <br />FINISH TO MATCH <br />BUILDIN6, TYP. <br />3" RECE55M BAND <br />(BY FRY RE&LET OR <br />ELEVATION - C <br />C.ORRU6ATED METAL PANEL <br />GATE (PAINTED) 1-1/2" X 206A <br />­2" X 2" 5TL. FRAME <br />ANIZED STEEL HINGE <br />EACH DOOR TYP) <br />$/SP2 <br />NOTE: <br />PAINT OVER STUCCO FIN. ON GMU <br />(TYP. ON EXTERIOR 5uRFAGE5 OF <br />ENCLOSURE ONLY). <br />STEEL BOLLARD 5EE THIS SHEET <br />CPROVIDE b" MIN. CLEARANCE <br />BETWEEN STEEL BOLLARD AND <br />CMU WALL <br />I. TRASH ENCLOSURE TO BE 8'-O" HIGH. <br />2. PROVIDE GATE LOCKING PIN AT GATE INTERSECTION, EACH PANEL. <br />3. PROVIDE P.V.G. SLEEVE IN GONG. SLAB TO RECEIVE GATE PIN AT OPENED 4 GL05ED P051TION5. <br />4. PAINT ALL SURFACES OF LATCHES AND PIPE BOLLARDS SEMI -6LO55 COLOR TO MATCH BLD6.. <br />5. PROVIDE LAND5GAPING AROUND ENTIRE DUMP5TER PAD PER LOCAL CODE, SEE LAND50APE PLANS. <br />(5. PROVIDE 4", HEAVY DUTY, INDUSTRIAL GRADE, FREE ROTATING WHEEL 6w/6REA5E FITTING FOR BEARIN65) <br />AT BOTTOM OF EACH GATE TO PREVENT 5A661N6. <br />7. FOR STRUCTURAL DRAWINGS SEE CIVIL DRAAIN6 SHEET *11 <br />8" X 8" OPENING <br />FOR RUN OFF <br />(AT SLAB LEVEL) <br />4'-0" HIGH <br />8" DIAMETER STEEL <br />PIPE BOLLARD <br />€! <br />7 <br />- <br />o <br />o <br />� <br />o <br />— <br />w <br />0 <br />w <br />ELEV. A <br />OENLARGED DUMPSTER PLAN <br />SGALE : 1 /4" = I'-0" <br />DISTANCE BASED DISTANCE BASED <br />UPON SLOPE 6'-0" UPON SLOPE <br />ACCESSIBLE PARKING Slt <br />SIGNAGE SHALL COMPLY <br />SECTION 11-4b.4 FLORIDA <br />IDEWALK <br />INIMUI'1 WIDTH 44" <br />b" CURB MAXIMUM <br />PRECAST CONCRETE WHEEL <br />STOP (TYP. 6"Xb"X(o'-0") <br />LU I M LLL <br />Lr.'2" [ro <br />NOTE: <br />ALL PARKING SPACES AND ACCESS <br />AISLES SHALL BE LEVEL WITH <br />SURFACE SLOPES NOT EXCEEDING <br />1:50 (2%) IN ALL DIRECTIONS. <br />(11-4;63 FB.C. 2001) <br />I <br />12'-0" MINIMUM <br />OHANDICAP PARKING DETAIL <br />NOTE: VERIFY LOCATION OF UNDERGROUND <br />UTILITIES BEFORE DRILLING FOR CONC. <br />FOOTING. <br />OTYPICAL BOLLARD DETAIL <br />RAMP LAND ING <br />MINIMUM <br />ACCESSIBLE PARKING SIGN, <br />SIGNAGE SHALL COMPLY WITH <br />SECTION 11-4b.4 FLORIDA <br />b" EDGE <br />PROTECTION, TYP. <br />5' HANDICAPPED — <br />PAVEMENT 5YM50L <br />(YVHII'E) � <br />IT-O" MINIMUM <br />6" CONC. FILLED STEEL PIPE <br />SEE PLAN FOR DIAMETER <br />CEMENT WASH SLOPED 1" ABOVE PAVING <br />SGALE: 1 "= 1'-0'i <br />WIDTH 44" <br />EXPANSION JOINT <br />W/ SEALANT <br />CONTROL JOINT g 5' <br />O.G. EACH WAY <br />BUILDING FOUNDATION COMP GRANULAR FILL <br />05 DWL. X 4'-0" s 24" O.C. SEE SPECIFICATIONS <br />05 CONTINUOUS T. 4 B. <br />SIDEWALK <br />e CCONCRETE <br />EDGE DETAIL <br />CONC. SIDEWALK <br />1/3" SAW CUT <br />4. <br />- <br />- . O <br />6x6-W1.4xW1.4 W.W.M. <br />\�� <br />WELL COMPACTED FILL <br />NOTE: SEE CIVIL SHEET "8 FOR SPACING OF <br />STRUCT. JOINTS AND EXPANSION JOINTS <br />SCALE: 1/4"= I'-0" <br />D CONTROL JOINT <br />2" <br />,W <br />5" <br />N <br />5/5" PIA BAR <br />1 /4" STOP <br />1 /4" PLATE <br />5/6" I.D. RING <br />n <br />5/5" DIA HOLE---,,:r - <br />�t — <br />5/8" I.D. SPRING <br />5/5" I.D. RING <br />SIDE FRONT <br />NOTES: <br />I. STEEL HINGE SLEEVE TO BE BOLTED ONTO DOOR, FRAME <br />STEEL GATE PIN TO BE WELDED TO BOLLARD. <br />2. PAINT PIN AND HIN6E5 5EM1-6LO55 COLOR TO MATCH BLD6. <br />3. DRILL HOLE IN PAVEMENT TO AGGOMODATE PVO SLEEVE <br />GATE LOOKING <br />PIN SPRING INSERT TO PREVENT SEDIMENT IN 6ATE PIN HOLE. <br />rF_"'�PIN DETAIL <br />SCALE: 3/4" = V-,a" <br />SCALE: 3/4" = V-O" <br />DUMPSTER DOOR HINGE DETAILS <br />CONCRETE WALK W/ <br />6X6-WI.4XW1.4 W.WF. <br />1/4" RADIUS MAX. <br />EXPANSION JOINT <br />WISEALANT <br />PAYING <br />SCALE: 3/4" = 1'-0 <br />SCALE: 5/4"= I'-0" <br />6" PIPE COLUMN <br />(BOLLARD) SEE DETAIL <br />THIS DRAWING <br />3/4"DIA. STEEL HINGE PIN <br />(WELDED TO BOLLARD) <br />5/4" ID. STEEL HINGE <br />SLEEVE (BOLTED TO DOOR) <br />CORRUGATED METAL DECK <br />1-1/2" 22 6A TYPE B' <br />HINGE ATTACHMENT & <br />BOLLARD DETAIL <br />.AW&I -A n Tee <br />+-41 <br />". <br />a <br />Associates, Inc_ AA26001933 <br />Architecture • Planning • Interior Design <br />14125 N.W. 80th Ave. Suite 303 <br />Miami Lakes, Fl. 33016 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />dtiinfo@dtiarchitect_com <br />vmm ritiarnhitant enm <br />Revisions: <br />Date Description <br />O <br />Z <br />N M <br />�gd <br />O <br />�o <br />Ww <br />x <br />W <br />Q <br />v, U <br />�w <br />�+ <br />W <br />�Uj <br />U9LO <br />a <br />0 <br />w <br />W <br />� <br />H <br />W <br />� <br />A <br />z <br />A <br />W <br />v <br />0 <br />z <br />a <br />M <br />M <br />A <br />0 <br />a <br />0 <br />H <br />H <br />w <br />� <br />a <br />0 <br />U <br />a <br />0 <br />0 <br />O <br />W <br />N <br />x <br />�? <br />~ <br />N <br />Job Number: <br />12049.01 <br />File name: <br />Issued Date: <br />07.16.13 <br />Drawn by: <br />MCab <br />Checked by: <br />C.PIZARRO <br />I I SHEET NAME I I <br />DETAILS <br />H� <br />W <br />SHEET NUMBER <br />a <br />SP-2*0 <br />