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VIA PIPE BOLLARD. EQ, Eq. <br /> FILL WITH CONCRETE. --� <br /> ` e: NOTE: <br /> 2"0 CONCRETE <br /> OOTING 3/8" JOINT COR BOXoJg <br /> NISH YARD GRADE BLACK SILICONE 1/4" RADIUS <br /> SEALANT CORE HOLE <br /> TOOL EDGE SEE TANK AND <br /> PIPING DINGS. <br /> 4 , ° ° P. A JOINT FILLER CAST < ry O <br /> IN PLACEC > O#4 AT 18" O.C. � co PIPE BUMPERS < ° e a BOTH WAYS AT U N to <br /> O BE FILLED WITHSLAB MIDPOINT Q ONCRETE AT LEAST ° d. . a <br /> 4 HOURS PRIOR TOaETTING IN PLACE O •i+ <br /> a 7'-0" OR 10'-0" Q <br /> 6" MIN. LAP SEE SHEET TK-1 FOR LOCATION "' L•• <br /> MESH/REINF. ISLAND FORMS FURNISHED BY W -0 ^ <br /> Expansion Joint Expansion Joint ARCO INSTALLED BY G.C. c Q rC <br /> s s ON <br /> I�SCALE <br /> lnd F�11Z = <br /> rm i'' = U v <br /> SCALE: 1/2" = 1'-0" SCALE: 3" = 1'-0" 1 U O 0 <br /> 0" ma Q 0 <br /> O Q 0 <br /> MPD L M)) <br /> 1" THICK x 12 GA. <br /> INSTRUCTIONAL SIGN CORE HOLE & CONTAINMEN' <br /> 3'-6" SUPPORT BARS. INSTALL BOX SEE TK DWGS. ^ f�/N <br /> SIGN RECESSED BETWEEN VARIES 4" MIN. ( ' ' W <br /> BA <br /> SUPPORTS. CENTER RS g^ MAX V <br /> �— ON VERTICAL SUPPORTS <br /> ° •' d V <br /> N ( �( <br /> 4"0 PREFAB BUMPER °" • ' + ° <br /> �Q •.`ti POST FURNISHED BY ARCO <br /> G.C. TO FILL W/ CONCRETE V` I1� <br /> SLURRY AND PAINT PER •_ ` yi 0 <br /> ARCO SPECIFICATIONS. <br /> M m I I ISLAND FORM BEYOND W <br /> .n I 4'-0" ISLAND L E <br /> CONCRETE Island Section �,.-t <br /> `2 W <br /> SCALE: 3/4" = 1'-0" C J <br /> ' It <br /> v <br /> o . aP <br /> lf : . III ' 1111 U <br /> , '°LT <br /> 70 <br /> — � <br /> (E) DOWNSPOUT <br /> _ e O <br /> II� 1I _T ASONARY <br /> (E) TS COLUMN (E) M <br /> TIT-1 I H I 1=T=1 I I ' I I—III CLADDING 0� <br /> �\ Island Bumper Post Detail 9AWGUTcc <br /> / \ (E) CONCRETE DAYLIGHT RWL •Q 0 <br /> SCALE: 3/4" = 1'-0" W <br /> ^^0 <br /> I J C C <br /> �— Rf o <br /> 03 <br /> fA <br /> M 0 <br /> I 6" Ed a <br /> 0 3 1/2"0 STANDARD ^ 0- < y L <br /> BLACK PIPE, BEND i� LD <br /> U7 <br /> iv 189 ON A 10" 4) C� f- <br /> Q RADIUS Downspout Connection Y/ U _ <br /> a <br /> N <br /> 6" CONC. a �SCALE: 3/4" = 1'-0" _ � c <br /> i T DRIVE SLAB (WHERE APPLICABLE) fO N �` o <br /> 1/4" SAWCUT <br /> W/ FLARED EDGE <br /> EASER <br /> 4.6 <br /> 12" THICK x 20" DEEP a <br /> T I . III I I IL� I '( x 30" LONG FOOTING ° ° d q d ° z =% m <br /> TUN x <br /> 1'-4 1/2" LX, POtri 2 <br /> a ¢ 2m am $ <br /> 0 6 <br /> 2'-6" Q ° .4 d uNi 2 in <br /> (00 <br /> v N v v 6 <br /> PIC Bumper Post Detail Control Joint <br /> consultant job# <br /> /SCALE: 314- A=' <br /> 1'-0" '4 SCALE: 3" = 1'-0" AR1402 <br /> (WHEN REQUIRED) master release date <br /> project master <br /> exe date drawn by <br /> NO. DATE REVISIONS BY PROJECT RELEASE <br /> Filename <br /> PERMIT 5466ca 1 1 .dw <br /> Facility/Project <br /> BID 6100 <br /> CONST. sheet name <br /> CA1-1 <br /> AS-BUILT __ <br />