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Thrie Beam Barrier m <br /> o <br /> �Z Place 21 L.F. <br /> Place 31'-3" L.F\Thrie Attenuating Crash Cushion N <br /> --` Beam Barrier and 4 New\�Posts. and Thrie Beam Tran Wi <br /> l + <br /> \ _S <br /> -6" L.F_. I �� 63" <br /> � '- � Place 25' <br /> c12'Doubled) `�� Driveway Type "D" <br /> �JP _4 Spaces <br /> @I <br /> ,L �G4 <br /> Field measure and "continuous weld" i <br /> salvaged Post to existing Metal Post <br /> and paint with galvanized paint <br /> after welding. � <br /> 3" \ r1 " I This Post to Remain <br /> Remove (3) Existing Guard Rails <br /> 6 Y See Rail Post Detail below \\ \\ \\ and Posts (Salvage 1 Post) <br /> Var. �5/9" Dia. Button L Const. <br /> q I \\ \\ \\ <br /> Head with Hex Nut, <br /> Flat Plate Washer, <br /> 3 and Cut Washer 75 \\ \\ \\ <br /> 2'-9- <br /> I -- Thrie Beam Rail 10X10" Wood \\ \\ X�t <br /> Weld 1/4" non-galvanized - Post and Bloc <br /> z I flat plate all around I \ Remove (3) Existing <br /> i; > -6"x6"x1 '-10" 6"x8" Wood \\ \\ \\ Guard Rails and posts. <br /> „ m Tubular Steel Post Post and Block <br /> per S.P. A78B. <br /> ExistingMetal— - IV G �//J yI � ' R.r�*' �3 <br /> 6' <br /> LiL7 /lJlJli'IJVVVVVV I --- - - \1 Place 35' <br /> Post to remain " a Guard Rail is not bolted - J - - \ Type"D"Dwy. <br /> n caa to this C.R.T. Wood PosExisting Concrete /j� aced Lined Wall to remain %�/ A� �° 3 Spaces ® 6'-3" rail undisturbed ��/�/A Existing ConaWing Wall Terminal Sectiones Place 25 LF. Place 45 L.F.Thri Beam Barrier I (Type"C") Low Dike <br /> 0 A \ \� A \ e _ _ 2 an New Posts_ <br /> C6 p Roil Post Detail I A Po8 a d°Blank <br /> r <br /> Place 31'-3" L.F. <br /> N <br /> 0 *6"x8" C.R.T. Wood Post M.B.G.R. <br /> COUNTY OF SAN JOAQUIN NO SCALE RAILING DETAIL MURPHY ROAD RESURFACING Sheet:No.](Milgeo Avenue to River Road) 8 of <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED De1a <br /> ATE <br /> Ps/� s <br /> .T. �1-1-3Tih'�r iu:n. *63a3 Q2___ Ir��3 �vt.� re •'�`i <br />