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0 <br />D <br />m <br />m <br />m <br />IA. o <br />Tubular Steel Block. Refer <br />to S.P. A78B for details. <br />1 <br />3" <br />Block attaches to post <br />with 5/8" Dia. Hex Bolts, <br />Nuts, and Cut Washers <br />W6x15 Steel Post <br />P 2-7/8" x 3/8" 1 <br />stiffener each 1 <br />side of web �\ A <br />*4" <br />* 5„ <br />Contractor shall - <br />field verify dimension <br />before fabrication. <br />2" J <br />New Lockwashers, Cut Washers, <br />and Anchor Bolt Nuts (Typ.) <br />RAIL POST DETAIL <br />SCALE: 1" = 1 <br />0' .5' 1' <br />S C A L E I N F E E T <br />Notes: <br />A—A <br />1. Posts <br />shall be vertical. <br />2. Anchor <br />Bolt Nuts shall be <br />wrench <br />tight. <br />3. Refer <br />to S.P. A78A and <br />A78B <br />for applicable Thrie <br />Beam <br />Barrier details. <br />5/8" Dia. Button <br />Head with Hex Nut, <br />Flat Plate Washer, <br />and Cut Washer <br />Thrie Beam Rail <br />A <br />Place MPGR ^^ 4k- ,-7' -,4:..- <br />2'-9" <br />Existing Centerline <br />of Anchor Bolts <br />d c — <br />i a Centerline between <br />l ° existing Anchor Bolts <br />Existing Conc. Bridge Deck <br />Cope �Iyp ) <br />REGARD D R A\ A/ I <br />Existing EP - �\ <br />nd Place Terminal System <br />Type ET with straight <br />alignment. Refer to 1999 <br />R.S.P. A77M for details. <br />3-1/2" Dia. hole <br />centered in post <br />K 8" x 6'-0" C.R.T. Wood <br />L. Refer to Note 1 for details. <br />CONTROLLED RELEASING <br />TERMINAL (C.R.T.) WOOD POST <br />SCALE: 1 " = 2' <br />0' 1' 2' <br />Saw—Cut and remove <br />S C A L E I N F E E T A.C. pavement within <br />2' of rail face <br />6" xx 8" Wood Post & Blocks <br />Wood Post & Blocks <br />Existing <br />Stop Sign <br />to remain <br />in place <br />corrections By <br />-Jo Changes By6'-3" 2 _0„ <br />We � �� , Single Thrie Transition � <br />/��Section <br />r1`r P - ��1�Beam Barrier <br />e son Using <br />(TYP jntormation By Iinspectiny ,work <br />DETAIL <br />A—A <br />SCALE: 1 " <br />= 6" <br />0' 3" <br />6" <br />S C A L E I N <br />I N C H E S <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />90 ♦ , <br />3 Spaces <br />MBGR NW CORNER 702'-1" <br />SCALE: 1 " = 10' 2 Spaces I <br />0' 5' 10' ® 3'1" <br />/2" I • <br />SCALE I N F E E T II-•� <br />Notes: <br />1. Wood Posts shall be <br />preservative treated <br />after drilling. <br />2. Curved guardrail section <br />shall be shop bent. <br />3. MBGR as per S.P. A77A, <br />A77B, A77C. <br />4. All bolts, nuts, and washers <br />shall be galvanized after <br />fabrication. <br />n <br />ice' <br />• <br />N <br />I N <br />� <br />® s <br />I) <br />Q) o <br />a <br />CO <br />O <br />a �o <br />co, a <br />y�°o <br />Q° O <br />a <br />G �° <br />�0 � <br />�e4 <br />' <br />Q <br />`o <br /><el <br />�e <br />• <br />Rail is not bolted to <br />C.R.T. Post. <br />♦ <br />1 space ® 3'-1 1/2" <br />1 space @ 6'-3" <br />SCALE AS NOTED BRIDGE NO. 29C-215 CLEMENTS ROAD RESURFACING Sheet No. <br />RAILING DETAILS (COMSTOCK ROAD TO HARNEY LANE) 10 of 15 <br />DATE CHECKED DATE SUBMITTED DATE APPROVL JEQOMMENDED DATE <br />6A /ot 1XZa wr 5j7)6/ �� :1_/1/FV 1. <br />