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A. <br />a <br />A- <br />0 <br />m <br />0 <br />N <br />N <br />O <br />CONCRETE <br />SLAB <br />PAVING PATTERNED CONCRETE AREA <br />REF SP1 FOR LENGTH <br />3'-0" <br />SLOPE �r <br />AGGREGATE BASE <br />REF SPEC <br />1 SIDEWALK SECTION <br />REF STRUCTURAL FOR <br />ALL REINFORCEMENT <br />REQUIREMENTS <br />BOLLARD MUST BE SET <br />PRIOR TO PLACING OF <br />PAVING OR SIDEWALK <br />PATTERNED <br />CONCRETE <br />AREA REF SP1 FOR <br />LENGTH <br />PAVING \ <br />AGGREGATE BASE <br />REF SPEC <br />0 <br />d CONCRETE SLAB - <br />BOLLARD <br />CAP OR PLUG ENDS OF STEEL <br />BOLLARDS TO PREVENT WATER FROM <br />COLLECTING AND CONCRETE FROM <br />ENTERING DURING PLACEMENT <br />PLASTIC BOLLARD <br />SLEEVE. REF SPECS <br />6" DIAMETER STEEL PIPE <br />BOLLARD <br />OMIT CONCRETE FILL <br />(DO NOT OMIT CONCRETE FILL <br />AT BOLLARDS AT PROPANE <br />STORAGE) <br />mi <br />PLACE FINISHED SURFACE <br />TIGHT TO BOLLARD <br />18" DIAMETER FOOTING <br />PATTERNED CONCRETE AREA <br />REF SP1 FOR LENGTH. NEW <br />PATTERNED CONCRETE TO <br />MATCH EXISTING <br />REMOVE CONCRETE AND <br />PATTERNED CONCRETE <br />FOR <br />INSTALLATION OF BOLLARD <br />INFILL CONCRETE AND <br />PATTERNED CONCRETE TO <br />MATCH ADJACENT <br />PATTERNS, COLORS, <br />FINISHES AND SLOPES. <br />REF PLAN FOR EXTENTS <br />OF REMOVED AND NEW <br />CONCRETE. <br />1/2" X 8" SMOOTH DOWEL <br />8" MIN INTO EXISTING <br />CONCRETE 24" OC AT <br />PERIMETER OF NEW <br />CONCRETE. GREASE END <br />OF DOWEL AT NEW <br />CONCRETE. <br />NEW 6" DIAMETER STEEL PIPE <br />BOLLARD REF PLAN FOR LOCATION <br />T-0" <br />ww1►1TAIIATA <br />SECTION <br />SECTION <br />A <br />NEW CONCRETE <br />EXISTING <br />PAVING <br />z <br />w <br />ry <br />0 <br />ry <br />J <br />O <br />m <br />J <br />w <br />w w <br />w <br />co J <br />O <br />w <br />REFSTRUCTURALFOR <br />ALL REINFORCEMENT <br />REQUIREMENTS <br />BOLLARD MUST BE SET <br />PRIOR TO PLACING OF <br />PAVING OR SIDEWALK <br />PATTERNED CONCRETE <br />AREA REF SP1 FOR LENGTH <br />PAVING 3'-0" <br />sI'lla-li'll ul <br />loom <br />- <br />CAP OR PLUG ENDS OF 6" BOLLARD AND ONE END OF <br />THE 8" STEEL BOLLARD SLEEVE TO PREVENT WATER <br />FROM COLLECTING AND CONCRETE FROM ENTERING <br />DURING PLACEMENT. <br />PLASTIC BOLLARD <br />SLEEVE. REF SPECS <br />6" DIAMETER STEEL PIPE <br />BOLLARD INSERTED INTO 8" <br />DIAMETER PIPE SLEEVE - <br />OMIT CONCRETE FILL <br />8" SLEEVE <br />FLUSH WITH TOP <br />OF SIDEWALK <br />b <br />PLACE FINISHED SURFACE SECTION <br />TIGHT TO SLEEVE NTS <br />HOLD TOP OF <br />�_ <br />FOOTING DOWN <br />° <br />8" DIAMETER SCHEDULE 80 <br />16" FROM <br />9 STEEL PIPE SLEEVE FLUSH <br />FINISHED <br />WITH TOP OF FINISHED <br />SURFACE <br />d SIDEWALK <br />ELEVATION <br />18" DIAMETER FOOTING <br />FILL BASE WITH MASONRY <br />SAND AS REQUIRED TO <br />RAISE PIPE SO THAT <br />PLASTIC SLEEVE HEIGHT <br />MATCHES ADJACENT <br />BOLLARD SLEEVES. <br />REMOVABLE BOLLARD <br />PLACE FINISHED <br />SURFACE TIGHT <br />TO SLEEVE <br />6" DIAMETER STEEL <br />PIPE BOLLARD <br />INSERTED INTO 8" <br />DIAMETER PIPE SLEEVE <br />SEAL GAP AT BASE OF <br />BOLLARD <br />8" DIAMETER <br />SCHEDULE 80 <br />STEEL PIPE SLEEVE <br />FLUSH WITH TOP OF <br />FINISHED SIDEWALK <br />� Q <br />:pj:5 W z11) <br />w <br />U) <br />6J0j¢ OW" i <br />� <br />LL�Hd'4pQUULLF22 <br />� <br />Qa~OOZO�2_OQW� <br />Ww�QH�Jw�f Z2¢ <br />N rq <br />>'¢ a2QU00� <br />O <br />dQiJD-FK��'QA Fw <br />Z <br />a m w <br />Q¢IW-Oo---wwZawQ0 <br />O <br />�iU)ZNoFw5wwo'pr <br />H <br /><t <br />C7UQcp� OOU�K ? <br />zLLOoaLL- o Of <br />��o��owwU�}criu.cna <br />a <br />�U=a.2Uwwviz=wzr�wWZow~-�Z <br />0)�Ww wW <br />W�CL¢o�w�QWwz<6wzao <br />fn <br />i-OU�ot �aawoam <br />iY <br />om <br />(L <br />U) <br />©D <br />L <br />L7 CC7c) <br />� <br />V O <br />u— IL <br />�-- <br />U J N <br />o <br />Gig <br />a o <br />Nce) <br />N O <br />o <br />> W <br />cv <br />i m F- <br />Lu <br />M <br />NCD <br />w <br />m <br />z <br />m <br />0 <br />ISSUE BLOCK <br />CHECKED BY: <br />RD <br />DRAWN BY: <br />EB <br />PROTO CYCLE: <br />09/25/20 <br />DOCUMENT DATE: <br />11/06/20 <br />11 /06/20 <br />SITE DETAILS <br />SHEET: <br />SP2 <br />1/2" = 1'-0" <br />lrr�■., <br />1/2" = 1'-0" <br />