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A <br />A <br />MION <br />N <br />8" +1- <br />RAIL SPLICE @ CONTRACTOR'S OPTION <br />1" DIA X 3" E.S. PIPE <br />TACK WELDED AT ONE SIDE <br />L_ - J <br />TS3" X 2" X'/,"J <br />TOP RAIL <br />• <br />If <br />3/16" +1- <br />%" DIA THD STUD, NUT & WASHER (GALV.) <br />L 6X3Viz'X/6"XO'-3"(W7SSH) <br />%" DIA HILTI TZ ANCHOR, NUT & WASHER (GALV.) <br />BRACING CONNECTION DETAIL @ MID 1 2" 4" <br />MI <br />; EQ y EQ EQ EQ y-2' <br />• <br />e• <br />is <br />A • . <br />d• <br />a <br />Z a. <br />`° 3B TYP. <br />. a <br />• a d d a •. <br />vP . . <br />A <br />a4 <br />• <br />- 3" X 2'' .TS P/1, T -" <br />! • ad <br />M <br />TYF <br />2" X THK • • '' , <br />'-3TELPLA'Ea•' <br />(T3"f) ;•' <br />• e • <br />my <br />••. <br />• <br />• <br />11y <br />■ <br />• <br />I I I <br />�1 1 <br />1 <br />1 1 <br />1 <br />1 I <br />1 ! I 1 <br />1 1 <br />I 1 1 I <br />I 1 <br />l 1 1 <br />I IPI <br />I I 1 1 <br />I• <br />PARAPET GUARDRAIL - TYPICAL BAY <br />0 2' 4' 8' <br />2 <br />L WELD BETWEEN <br />1' DIA X 3" E.S. PIPE (GALV.) <br />TS3"X2"X%4"RAIL POST <br />EXISTING TOP RAIL <br />CONNECTION DETAIL @ POST SPLICE <br />EXISTING C.I.P. CONC. COLUMN <br />TS 3" X 2" X %" <br />TOP RAIL <br />%" DIA THD STUD, NUT & WASHER (GALV.) <br />%" DIA HILTI TZ ANCH <br />NUT & WASHER (GAL <br />(W7 SSH) <br />0 1" 2" ¢ BRACING CONNECTION DETAIL @ GRIDS oi� <br />EQ EQ EQ 36 <br />C5 <br />C5 <br />it <br />2" X 3 X Y4" TS RAIL <br />L 2" X 3" X Y4" (LLV) <br />2" X Y2" THK STEEL PLATE <br />L 2"X3"XY4"(LLV) <br />2" X 3" X Y41 TS POST <br />2"XY2"THK STEEL PLATE <br />2f1X3"X 2"RAIL <br />— 1" DIA X 4 " E.S. PIPE @ EA. POST <br />IWELDED SPLICE @ PHASE II <br />EXISTING / BASE BID <br />CONN. DETAIL <br />0 6" 1' 2' <br />4" <br />CIS <br />c E co <br />r.r <br />= U v co <br />w �� <br />�w2 <br />E - - <br />FY O D <br />fi <br />tr ¢ <br />OUO <br />ENHANCED GUARDRAIL OPTION 'B' <br />Project Number Sheet Number <br />10-12 I PR2-3B <br />