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Tubular Steel Block (refer <br /> to S.P. A786 for details) <br /> �1" Conform ® E.P. <br /> EP <br /> Block Attaches To <br /> Post With 5/8" Dia. 5/8" Dip. Button <br /> Hex Bolts And Nuts Head With He. Nut, <br /> Flat Plate Washer <br /> And Cut Washers Conform <br /> and Cut Washer (o(f�ilrw Existin Width <br /> Thrie Beam Rail <br /> W6 15 Post 2i�g" �- 12'9Min. <br /> �4i <br /> P 2 7/8" x 3/8" r_ _n <br /> Stiffener Each + + yr Bµ 3-31-01 0.30' Asphalt Concrete over shaped <br /> Side Of Web A A * and compacted native material <br /> cm TIVE <br /> 'Contractor shall r4 1 _ I _ CAO" <br /> field verify dimensions -� _ Existing Centerline <br /> before fabrication. 5 - of Anchor Bolts <br /> • EP -Conform ® E.P. <br /> N2..� L_._ _ Centerline Between <br /> ,a Existing Anchor Bolts 8' R <br /> New Lockwashers, Cut Washers, 11 R <br /> and Anchor Bolt Nuts (typ.) Existing Conic. Deck <br /> D Conform <br /> o RAIL DETAIL Existing Width <br /> B 12' Min. <br /> `° m Note: Variable depth Asphalt Concrete <br /> y 1. Posts shall be vertical. over existing paved driveway <br /> m <br /> I^ 2. Anchor bolt nuts shall be wrench R - Conform to Existing Radii <br /> o tight. <br /> e <br /> 3. Refer to S.P. A78A and A788 1/2" Cope (typ.) See Nate Below mm" <br /> > for applicable thrie beam barrier <br /> v details. Existing <br /> a <br /> Surface TYPIC& DRIVEWAY DETAIL <br /> 0 <br /> 0.60' Asphalt Concrete <br /> (tYP�) Note: <br /> Width, length and locations to be <br /> DETAIL A—A determined by the Engineer. <br /> A PAVEMENT REPAIR DETAIL <br /> � DRAWN BY DATE PROJECT ENGINEER 7T <br /> /IDATE <br /> m <br /> COUNTY OF SAN JOAQUIN No SGwE CONSTRUCTION DETAILS EIGHT MILE ROAD RESURFACING Sheet No. <br /> (State Highway Route tib to Jock Tone Road) 8 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CH ED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> 3/7/e <br />