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6 <br />GATE PIN (TYP. <br />n SP-2.0 <br />OF 1 EACH DOO <br />26'-4" <br />B" 25'-0 <br />I I I I IIIIII <br />I I PROVIDE WHEEL I I II <br />I I W/ MOUNTING I I II <br />U BRACKET @ EA. GATE I UU <br />L — J 3000 PST CONC. ON L- — <br />1'-6" 95% MIN. SOILS DENSITY <br />ELEVATION - A <br />26'-4" <br />ELEVATION - B <br />ORRUGATED METAL <br />PANEL GATE (PAINTED) <br />1-1/2" X 20GA TYPE'B' <br />ON 2" X 2" STL. FRAME <br />r--10" FOAM BAND <br />�/ INSERT W/ SMOOTH <br />1, / <br />STUCCO FINISH <br />RE: 9/SP-2.0 <br />I I rN <br />GALVANIZED STEEL <br />UW'� HINGE (3 AT EACH <br />I I DOOR TYP.) <br />RE.- 5/SP-2.0 <br />I I d <br />W <br />(V <br />IIII <br />IIII <br />IIII <br />lUl <br />L—J <br />PAINT OVER STUCCO; <br />COLOR FINISH TO <br />MATCH BUILDING, <br />TYP. <br />M.D. FOR WATER <br />DRAINAGE <br />4" <br />10'-8" <br />6" ID GATE POST <br />(TYP OF 21 REFER TO <br />� SIN <br />(V <br />2 NOT USED <br />SCALE: <br />6'-0" ELEV. <br />T.O. BEAM CONCRETE CAP <br />(SEE STRUCTURAL PLANS) GATE POST <br />DETAILS 5 & 6 SP-2.0 <br />FOR REQUIREMENTS 8^ STUCCO FINISH <br />PAINT OVER <br />STUCCO;COLOR <br />FINISH TO MATCH <br />BUILDING, TYP. PRE -CAST LINTEL <br />NOTES ELEVATION - C <br />1. TRASH ENCLOSURE TO BE 6-0" HIGH. <br />2- PROVIDE GATE LOCKING PIN AT GATE INTERSECTION, EACH PANEL. <br />3. PROVIDE P.V.C. SLEEVE IN CONC. SLAB TO RECEIVE GATE PIN AT OPENED & CLOSED POSITIONS. <br />4. PAINT ALL SURFACES OF LATCHES AND PIPE BOLLARDS SEMI -GLOSS. <br />5. PROVIDE LANDSCAPING AROUND ENTIRE DUMPSTER PAD PER LOCAL CODE, SEE LANDSCAPE PLANS. <br />6. PROVIDE 4", HEAVY DUTY, INDUSTRIAL GRADE, FREE ROTATING WHEEL (W/GREASE FITTING FOR BEARINGS) <br />7. AT BOTTOM OF EACH GATE TO PREVENT SAGGING. SEE STRUCTURAL DRAWINGS. <br />8. G/C TO PROVIDE APPLICABLE SHOP DRAWINGS BY SPECIALTY SUBCONTRACTOR FOR REVIEW PRIOR TO <br />MANUFACTURE & INSTALLATION. <br />9. PROVIDE (3) COAT PAINT SYSTEM (1) COAT OF PRIMER & (2) COATS OF FINISH PINT COLOR TO MATCH <br />BUILDING REFER TO NOTE 49 SHEET A-0.1 FOR ADDITIONAL INFORMATION- <br />PRECAST LINTEL <br />OPENING 8" BRG. AT <br />BOTH ENDS (TYP. OF 2) <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />U I <br />I <br />W I <br />W I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />L <br />/ <br />6" STEEL PIPE BOLLARD, <br />REFER DETAIL ON CIVIL <br />DWG'S. (TYP_ OF 15) <br />LV -•f <br />8„ <br />1 <br />25'-0" 8" <br />2'-0" 6-0" <br />i 9'-01. 6-0" 2'-0" <br />ao <br />---------- <br />— a —=— -------�.— — <br />SLOPE CONC. FOR <br />I- <br />`Iu <br />i POSITIVE SLOPE <br />q . <br />_� � <br />I <br />s _ <br />ixi <br />c 6" CONCRETE <br />SLAB ON CLEAN COMPACTED FILL <br />_ <br />I TO 98% DENSITY. <br />W/6X6 W2 1X2.1 W.W.F. SEE <br />STRUCTURE <br />FOR ADDITIONAL REINFORCE <br />o <br />a s <br />I W_z` <br />o� <br />• _ <br />p <br />cn a° <br />. <br />y <br />I <br />= I- <br />I o <br />WI-WQ <br />U <br />Oa. <br />' <br />00(nn <br />� J <br />O <br />00 O <br />6" NOM. ID GATE <br />U) <br />POST FILLED W/ CONC.I <br />CORRUGATED <br />ROUNDED TOP. <br />I METAL PANEL GATE (PAINTED <br />SEE DETAIL 5 SP-2.0 <br />ELEV. A <br />1-1/2" X 20GA TYPE'B' ON 2" X <br />STL. FRAME <br />G.C. REFER TO NOTE 8 ABOVE & REFER <br />TO CIVIL DWG'S FOR MORE INFORMATION <br />INDICATED FOR DRAINAGE <br />(SEE PLAN) <br />OPENING FOR <br />DRAINAGE <br />WALL BEYOND <br />8" REINF. MASONRY <br />BLOCK WALLS <br />(SEE STRUCTURAL <br />DRAWINGS) <br />6" CONCRETE SLAB ON <br />VAPOR BARRIER OVER <br />PAVING <br />98% WELL COMPACTED <br />VIHICULAR <br />FILL REINFORCED W/ 6 <br />TRAFFIC RATED <br />X 6- 2.0 X 2.0 W.W.M. <br />SLOPE <br />EXPANSION JOINT <br />SLOPE <br />/ <br />a : 1. tr : a.. :. • ... <br />.l. •�., <br />"VAPORBARRIER <br />0 <br />FOR FOOTING. <br />L ___l. <br />1__ 1,n-_ <br />SEE STRUCTURAL . _..._1 <br />DRAWINGS ( 1..._i <br />I LJ I <br />L --- J— <br />I, V-6" L <br />ECTION THRU DUMPSTER <br />SCALE: 1/2" = V-0" <br />ACCESSIBLE PARKING <br />SIGN PER FDOT <br />INDEX 13355. <br />REFER CIVIL DRAWINGS <br />PRECAST CONCRETE <br />WHEEL STOP <br />(TYP. 6"X6"X6'-0") <br />ALEMITE 1610-BL <br />HYDRAULIC GREASE <br />FITTING TO BE <br />ACCESSIBLE FOR <br />MAWTENANCE <br />ih <br />3" X 7-1/4"O.D. TUBE. <br />WELD COLLAR TO <br />POST. <br />No <br />• <br />4 <br />O <br />p <br />G 4 <br />G <br />r� <br />LN <br />4 <br />G <br />" p <br />° G <br />° 4 <br />RAMP LANDING <br />z <br />4 <br />3: > <br />W <br />a <br />= ,N G <br />N <br />EL <br />D <br />F- <br />NOTE: <br />ALL PARKING SPACES AND <br />ACCESS AISLES SHALL BE <br />LEVEL WITH SURFACE SLOPES <br />NOT EXCEEDING 1:50 (2%) IN <br />ALL DIRECTIONS. <br />(11-4.6.3 F.B_C.2017) <br />5'-0" M <br />VARIES: _/ <br />SEE CIVIL DWG'S <br />FLUSH: <br />SEE CIVIL DWG'S <br />r5HANDICAPPED <br />PAVEMENT SYMBOL <br />(WHITE) <br />12'-0" <br />CONTROL JOINT <br />@ 5'-0" O.C. <br />SEE DTL. 8 <br />P-2 (TYP.) <br />■ <br />S T e c <br />1"'t t, , r10% soft <br />Associates, Inc, AA26001933 <br />Architecture Planning Interior Design <br />14125 N.W. SOth Ave. Sulte 303 <br />Miarni Lakes. Fl. 33016 <br />T, 786-235-9097 <br />F. 305-362-4420 <br />dtiinfo@dtiarchitect.com <br />www.dtiarch itect-corn <br />0. <br />A <br />0 3 9 � <br />Carlos <br />Izarro, R.A. <br />AR - <br />013079 <br />Revisions: <br />Date Description <br />3 HANDICAP PARKING DETAIL <br />� <br />i <br />r <br />"GAP <br />" 1 1/2 WASHER <br />8 1/2"X2 X1/4' <br />r EXPANSION JOINT <br />CONCRETE WALK <br />W/ 6X6-W1.4XW1.4 <br />' <br />N <br />M <br />WELDED TO <br />W/SEALANT <br />i, <br />Z <br />LU <br />M <br />„ <br />LATCH PLATE <br />WITH <br />3/4" BOLT <br />! <br />W.W.F. <br />Q <br />O <br />Q <br />ROUNDEDO <br />LATCH PLATE <br />X 4" <br />CANE BOLT <br />/ �---�_ CONTROL JOINT @ <br />1ti 5' O.C. EACH WAY. <br />� �--- 1!4" RADIUS MAX_ <br />\ <br />V <br />� <br />= <br />0 <br />— <br />7-1/4" O.D. HINGE 6" LONG <br />EDGES <br />W/ 3l4" <br />GUIDE (2) <br />i` <br />1 EXPANSION <br />T <br />BOLT HANDLE <br />i 1 SEE DETAIL <br />6lSP-2.0 <br />JOINT WI <br />\ <br />o <br />3/4" BOLT -' <br />j' <br />SEALANT <br />1" X 6" X 1/2" TO HINGE <br />& GATE <br />STRIKE STOP BAR <br />CANE BOLT <br />; <br />' SLOPE DN- <br />\ ;' <br />PAVING <br />W <br />-� <br />LU <br />U. <br />LATCH FRONT VIEW <br />3/4" COLD <br />W <br />LATCH PLATE <br />ROLLED STEEL <br />ROD. <br />g <br />v <br />-._ <br />! <br />1 io <br />�r <br />W <br />_ <br />V <br />BOLT HANDLE <br />1-1/2" WASHER 4"X4"X1' <br />WELDED TO STEEL <br />DRILL 7/8" <br />b <br />-_ ,; <br />_, v,..:y.:;;s <'::, <br />. >:4-;.<, : ,._ ..;:. <br />::-:^ <br />:;;' s :� : ,r'::: <br />- - - <br />- <br />z <br />= <br />ii� <br />W <br />GATE FRAME <br />1-1/2"X6"X1/4" <br />BOLT FOR a, <br />HOLE IN SLAB- <br />!; <br />�, <br />- - <br />- - <br />q <br />M <br />O <br />m <br />6" I.D. PIPE GATE <br />BENT PLATE <br />STOP TOP <br />PB F <br />SIZE TO FIT <br />z_ <br />r- <br />C <br />BOLT. <br />_ <br />d <br />L0. <br />ii <br />POST SEE DETAIL <br />STRIKE WITH <br />COMP. GRANULAR <br />P.W <br />O <br />W <br />W <br />Q <br />THIS DRAWING <br />1-3/4" - BOLT <br />lulBUILDING <br />FOUNDATION <br />FILL SEE <br />O <br />Z <br />J <br />a <br />THROUGH FRAME NOTE: MOUNT CANE 1� <br />SPECIFICATIONS <br />12" <br />W <br />W <br />V <br />E'- <br />LATCH SIDE BOLT AND GATE LATCH ASSEMBLIES <br />#5 DWL_ X 4'-0"— <br />24" O.C. 2 #5 CONTINUOUS T. & B. <br />7 <br />CD <br />cf) <br />VIEW THROUGH FACE BOARDS INTO STEEL FRAME <br />@ <br />p <br />Oc! <br />W <br />POST DETAIL LATCH / CANE CONCRETE SIDEWALK <br />5 SCALE: 1" = 1'-0" 6 SCALE: 1" = 1'-0" 7 SCALE: 314" = 1'-0" <br />BOLT DETAIL EDGE DETAIL <br />CONC. SIDEWALK <br />---- 1/3" SAW CUT <br />i 1 /3" i <br />- R. o o . <br />-- - 6x6-W1.4xW1.4 <br />W.W.M. <br />--- WELL COMPACTED FILL <br />NOTE: SEE CIVIL FOR SPACING OF <br />STRUCT. JOINTS AND EXPANSION JOINTS <br />CONTROL JOINT DETAIL <br />8 SCALE: 1" = V-0" <br />Zi:ti <br />Q� <br />�0W <br />WLO <br />OM <br />M� <br />OCL <br />JOE- <br />�O <br />402 <br />W� <br />1-20 <br />W <br />a <br />oC <br />O <br />°a <br />J <br />QVW <br />MM <br />v O=W <br />L <br />C� <br />'yw <br />N <br />OW <br />p. <br />- <br />= <br />N <br />Job Number: <br />19093.01 <br />File name: <br />Issued Date: <br />03.30-20 <br />Drawn by: <br />J.0 <br />Checked by: <br />C.P <br />SHEET NAME <br />SITE PLAN <br />DETAILS <br />ENLARGE DUMPSTER PLAN <br />SCALE: 1/4" = V-0" <br />g NOT USED <br />SCALE: <br />g NOT USED <br />SCALE: <br />SHEET NUMBER <br />S P-2.0 <br />