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J Quad Beam to Thrie Single Thrie Beam <br /> — -- �1• 5—Bay Quadguard Rail Beam Transition Panel Bridge Barrier <br /> System (Model #QS24O5Y) <br /> Block Attaches To — <br /> Post With 5/e' Dia. 5/8" Dio. Button <br /> Hex Bolts And Nuts Head With Hex Nut, 5 Spaces �. 3'-1 1/2" <br /> And Cut Washers Flat Plot. Washer ® 1'-7:>> �� <br /> and Cut Washer <br /> W6x15 Post _ 4,, �Tu6ul-r <br /> 2'-9" <br /> Thrie Beam Rail 4 Steel Block (refer Note: <br /> R 2 7/8" x 3/B"Stiffener Each \,,� <br /> � I to S.P. A78B for details) <br /> Side Of Web A 1. Posts shall be vertical. -.—.— is'� 6' x 8" Wood Post Existing <br /> Blocks T Wingwall <br /> & Bl <br /> 2. Anchor bolt nuts shall be ( yp') <br /> wrench tight. MI <br /> 4• ° 3. Refer to S.P. A78A and <br /> AB for applicable thrie '`� �, °' 2.5' S' <br /> # • _Existing Centerline beaerm barrier details. PLAN <br /> # 5 --- j of Anchor Bolts SCALE: 1' = 5' s e e c e x res r <br /> Contractor shall JL 0. 4 <br /> field verify dimension - * Exp. 3/31�U2 <br /> before fabrication. Centerline Between S <br /> 2" l Existing Anchor Bolts 9TH. CIV1\� <br /> P New Lockwashers, Cut Washers, �F MY' <br /> o and Anchor Bolt Nuts (typ.) Existing <br /> Cone. Deck <br /> a <br /> N <br /> RAIL POST DETAIL ° 5 /2" Cope (typ.) <br /> c A E r s s r <br /> SCALE: 1' = 1' s c x Quad Beam to Thrie Single Thrie Beam <br /> m _ <br /> N y I-. —5—Bay Quadguard� i � <br /> u o BeaTransition Panel Bridge Barrier <br /> o m <br /> 'a <br /> v° D — —_ -- ___—_ - _. _. <br /> O <br /> o <br /> M _ __ _ _ __ <br /> — — <br /> DETAIL A-A A <br /> Iti SCALE: 1' _ .5' Cone. Slab @ <br /> u <br /> 8" Com 0' .25 q.5' Footing Shall Be P <br /> acted Native <br /> See I Reinforcement <br /> ` I I Class "B" Conn. (9OS Min. Relative y�;yjr <br /> Reinforcement Details s c A c E i x FEEI 4• Compaction) <br /> Note: Existing <br /> 5 Rebar (Grade V60) 3- Wingwall <br /> 9 24' o.c. Each Wa Clearance cTYpa ELEVATION °' 25' S' <br /> mA Y 1. Refer to manufacture's design h <br /> SCALE: 1' = 5' z c A c E i x r E E r installation specifications for details. <br /> FIGURE "A" 1' 2' <br /> 2. Concrete foundation as per 5—Bay <br /> S c A c E i x r E E r quadguard rail system requirement. <br /> = <br /> COUNTY OF SAN JOA UIN SCALE AS NOTED GENERAL QUADGUARD DETAILS COPPEROPOLIS ROAD RESURFACING Sheet No. <br /> Q (Duncan Road to Hewitt Road) 9 of 12 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROV L ZObjMENDED DATE <br /> P Zig4-i, <br />