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f: <br />J <br />REF STRUCTURAL FOR <br />ALL REINFORCEMENT <br />REQUIREMENTS <br />BOLLARD MUST BE SET <br />PRIOR TO PLACING OF <br />PAVING OR SIDEWALK <br />Al <br />1/4" DEEP SEALANT AND <br />/ BACKER ROD OR DEPTH <br />z <br />/4" <br />U) AS RECOMMENDED BY <br />U) / <br />MANUFACTURER <br />g <br />PATTERNED <br />\ <br />U- <br />v 4 CONTROL JOINT <br />CONCRETE <br />� FOR METHOD <br />AREA REF SP1 FOR <br />REF SPECS <br />LENGTH <br />a <br />� � d <br />J ° <br />�:a, a, a FILL ALL EXTERIOR CONTROL <br />PAVING <br />JOINTS. REF SPECIFICATIONS <br />AGGREGATE BASE <br />® a a <br />REF SPEC <br />CONCRETE SLAB � <br />AGGREGATE BASE, REF SPEC <br />EXTERIOR SIDEWALK/PAVING <br />CONTRACTION JOINT <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 />I <br />In <br />PLACE FINISHED SURFACE <br />TIGHT TO BOLLARD <br />18" DIAMETER FOOTING <br />T-0" <br />REF STRUCTURAL FOR ALL <br />REINFORCEMENT REQUIREMENTS <br />PAVING <br />CONCRETE SLAB <br />b <br />Ad o c <br />r <br />PAVING SE <br />1/2" = 1'-0" <br />AGGREGATE BASE <br />REF SPEC <br />CTION <br />CONCRETE <br />SLAB <br />PAVING PATTERNED CONCRETE AREA <br />REF SP1 FOR LENGTH <br />SLOPE Nr <br />_ d <br />—III <br />1'-0" AGGREGATE BASE <br />REF SPEC <br />SIDEWALK SECTION <br />1/2" = 1'-0" <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 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 />SECTION <br />- B <br />SECTION o <br />A <br />'a o g <br />O <br />NEW CONCRETE W <br />U) <br />EXISTING <br />PAVING <br />VIEW <br />z <br />ILL <br />w <br />o <br />� <br />PATTERNED CONCRETE <br />AREA REF SP1 FOR LENGTH <br />PAVING 3'-0" <br />SLOPE <br />__T <br />I <br />i <br />- <br />-- <br />— <br />a a d <br />SECTION <br />w <br />w <br />U) HOLD TOP OF <br />a FOOTING DOWN <br />a 16" FROM <br />00 FINISHED 4 <br />SURFACE <br />ELEVATION <br />j <br />4 - <br />-Z- <br />-Lu <br />- <br />PLAN <br />OF DOWEL AT NEW <br />CONCRETE. <br />NEW 6" DIAMETER STEEL PIPE <br />BOLLARD REF PLAN FOR LOCATION <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 />PLACE FINISHED SURFACE <br />TIGHT TO SLEEVE <br />8" DIAMETER SCHEDULE 80 <br />STEEL PIPE SLEEVE FLUSH <br />WITH TOP OF FINISHED <br />SIDEWALK <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 />SECTION <br />NTS <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 />s"U)W 05 <br />= 0 Z m a <br />� <br />W¢ <br />wZ <br />w <br />ptrF�QOQUOt�¢ <br />fl� <br />QaEO0Z0W'_ <br />W N��F?yJW2UZ�J <br />> ad=¢ o0 <br />O <br />Z <br />d Q <br />O <br />Z N O~ W,? z - ¢O O <br />U 0 0� 2 s 21 w w > <br />Q <br />�VO�aOUw.w—D <br />d <br />Q(Lw°w?wwWWZZWo <br />�-•" <br />cn¢zI- LL0007¢00 <br />U) <br />=Z0¢LLmW �d'Z1rw W <br />0 0 0 0 W d d 0 d <br />1- F W m <br />U) <br />z <br />Q <br />J <br />D <br />U) <br />z <br />O <br />U <br />w <br />cq <br />n <br />O <br />r <br />Lo <br />V <br />M <br />O OJM <br />c- <br />/ { 0 <br />LjL ILL <br />1� <br />V) J d <br />O <br />_ N <br />Gi <br />=o <br />a <br />0-CDM <br />N z <br />Ii <br />o <br />N <br />Q W <br />�m0 <br />J <br />LIJ <br />NM <br />ti <br />w <br />m <br />z <br />m <br />O <br />ISSUE BLOCK <br />1 ICCD4 06/21/21 <br />CHECKED BY: <br />RD <br />DRAWN BY: <br />EB/MB <br />PROTO CYCLE: <br />09/25/20 <br />DOCUMENT DATE: <br />11/06/20 <br />07/01 /21 <br />SITE DETAILS <br />BOLLARD <br />1/2" = 1'-0" <br />REMOVABLE BOLLARD <br />1/2" = 1'-0" <br />SHEET: <br />SP2 <br />