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Terminal Section Type "A" Terminal Section Type "A" <br /> (see S.P. A77B for details) Note: 1/2" Cope (typ.) (see S.P. A77B for details) <br /> 1. Posts shall be vertical. <br /> 2. Anchor bolt nuts shall be <br /> wrench tight. 6" x 8" Wood <br /> x 8" Wood Post and Blocks Post and Blocks <br /> i 3. Refer to S.P. A78A and <br /> A78B for applicable thrie71 <br /> —10" x 10" Wood Post and Block beam barrier details. <br /> T Rad. 10" x 10" Wood -7' Rod. <br /> O,.+KESIry,_ (typ ) Post and Block <br /> �R & D Existing Metal Post h��, �E"L ("Ol�i <br /> ' A(1 <br /> yAa0.. T D. csso DETAIL A—A <br /> ..�;p ® 3 - ________� * �. 3/31/O2 * SCALE: 1" - .5 �-_______'_ __� <br /> 0 2$ .5'LP <br /> s V. <br /> CIVIL c�� sc .rc IN reeT hs <br /> 1/2" 6'-3" .. Thrie Beam OF CAL1E� 6'-3"-- 3'-1 t/z'. <br /> M.B.G.R. To Thrie <br /> -- Beam Transition <br /> M. To Thrie <br /> Thrie Beam Bea, Transition <br /> SOUTHWEST CORNER 3• + <br /> �1. NORTHWEST & SOUTHEAST CORNER <br /> 5/8" Dia. Button <br /> Head With Hex Nut, <br /> Remove Anchor Bolts And Flat Plate Washer M.B.G.R. To Thrie <br /> v Mountings Below Finishe and Cut Washer Thrie Beam Beam Transition <br /> ,a Surtace. (typ. 4-Comers) -- -- <br /> j _ W6x15 Post <br /> Thrie Beam Rail <br /> I m ~6 -3. <br /> o m P 2 7/8" x 3/8" 4SAoce �s <br /> ^ v 4 Stiffener Eac ( e 'A <br /> c, r _ <br /> m. I �� — /,7 Side Df web A A ----- 0a. <br /> m a a <br /> �� .. �y, ^ii •4" R & D Existing <br /> o ^ ^ y I _— _ Metal Post <br /> u • ,_°__° Existing Centerline <br /> oo-^ i� • 5 of Anchor Bolts 10" x 10" Wood T Rad. <br /> Contractor shall <br /> field verify dimensions 2• --- ° Post And Block <br /> before fabrication. Centerline Between <br /> c Existing Anchor Bolts 6" z 8" Wood <br /> A , New Lockwashen, Cut Washers, Post and Blocks <br /> F Existing Cone. Footings below and Anchor Bolt Nuts (typ.) Existing <br /> m finished Surtace To Remain Conc. Deck <br /> • In Place. (typ. 4—Comers) NORTHEAST CORNER <br /> CONCRETE ANCHORAGE DETAILS RAIL POST DETAIL .5' Terminal Section <br /> of SCALE: 1" = V SCA LE IN r E E T Type "A" (see S.P. <br /> A778 for details) <br /> mIII <br /> COUNTY OF SAN JOAQUIN NO SCALE RAILING DETAILS AT CHRISMAN ROAD RESURFACING Sheet No. <br /> BRIDGE NO. 29C-120 State Highway Route 132 to Durham Ferry Road 7 of 9 <br /> (� DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE �J /SU//B��Mf��TTED - ,�D/ATE APPROVAL R MMENDED DATE <br /> ni..LT,... <br /> 7,1P)lot Z Q O\ I.J G_Iz.x` 2/9/sl /i�eIICLCAI(I70 A l�/ <br />