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21 <br />-6" 21-61, <br />I <br />1 <br />NOTES: ALL MATERIAL SHALL BE <br />OF GALVANIZED STEEL. <br />SEE SHEET C60 SEE SHEET C60 <br />ELEVATION <br />DETAIL <br />THIS PROJECT <br />CR( <br />40 <br />A <br />TR, <br />L <br />1 <br />C <br />fill 'I"! iiiii A <br />FEEL PIPE <br />YELLOW <br />m <br />i <br />SYM <br />I REVISION <br />BY <br />APPROVED <br />DATE SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />- <br />RECORD DRAWING <br />HNTB/HAE <br />HNTB/RHM <br />05.06.09 <br />w <br />C <br />m <br />FERMINAL <br />SECTION <br />f IP11C"I II°Pl t' liAi'l�r <br />k <br />2 1 /8" <br />6 3/6" <br />2 1 /6"---I STEEL BEAM w CONCRETE CURB <br />GUARDRAIL °' <br />SECTION <br />C521 C521 <br />BOLT -DOWN METAL BOLLAR <br />so <br />CONDUIT STUB (TYP) 2 <br />TYP. <br />CHAIN GUARD <br />CHAIN GUARD ANCHOR WELDED <br />TO BOLLARD <br />FOR REFERENCE ONLY <br />1 FACILITY DESIGN BY CEI DATE 03.26.19 <br />ACCEPTABILITY <br />HNTB H <br />EMMETT <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />CHECKED <br />HNTB/H <br />EMMETT <br />- <br />ENGINEER <br />APPROVED 3Y DEPT. DATE <br />HNTB R <br />MILLAR <br />CHECKED <br />HNTB/W <br />DeBOER <br />APPROVED <br />HNTB/J GRANT i <br />PLAN <br />I m <br />GENERAL NOTES <br />1, GUURD RAIL SPACING MAY BE 12'-6" EXCEPT AT <br />ENDS, BENDS, AND TRANSITIONS (HORIZONTAL AND <br />VERTICAL) WHERE POST SPACING SHALL BE 6'-3". <br />GUARDRAIL INSTALLATION SHOULD BE CONSISTENT <br />WITH GUARDRAIL INSTALLED IN STALLS F4 AND F5 <br />AND SHOWN ON DRAWING C60. <br />REFERENCE DRAWINGS <br />CONSTRUCTION NOTES <br />SECTION <br />