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m <br />m <br />F <br />m <br />f <br />1.775' <br />1 <br />1.33' <br />f <br />2.133' <br />1 <br />6" x 8" x 6' C.R.T. Wood Post <br />M.B.G.R. <br />3/4" Dia. Hole Preservative <br />Treated After Drilling <br />r.l <br />0' 1.5, 3' <br />i <br />S C A L E I N F E E T <br />3-1/2" Dia. Holes <br />Centered In Post <br />Preservative Treated <br />After Drilling <br />RECORD DRAWING <br />Corrections By 17- <�4 SP4qr <br />No Changes By <br />Date <br />Any Person Using This Di -wring �3,,,iuuld Vo'* <br />Notes: All information By inspecting -fhe Site Of NWxk, <br />1. Rail Is Not Bolted To C.R.T. Post Of The Center Of The Nose As Shown. <br />2. Curved Rail Shall Be Shop Bent. <br />3. M.B.G.R. As Per S.P. A77A, A77B, A77C (Typ,) <br />4. All Bolts, Nuts, And Washers Shall Be Galvanized After Fabrication. <br />5. Plates And Posts Shall Conform To ASSHTO M185 (ASTMA36). <br />HS Bolts (5/8"0, 3/4"0, And 7/8"0). Washers And <br />Nuts Shall Conform To ASSHTO M164 (ASTM A325). <br />6. No Washers Are Used On The 5/8" Button Head Bolts <br />Connecting The Rail To The Controlled Releasing Terminal (CRT) Posts. <br />3 Spaces <br />® 3.13' <br />6' Rod. <br />6.25' <br />_Transition Section _ Thrie Beam <br />6,25' Bridge Rail <br />Existing Wingwall <br />i <br />i <br />r—-------------- —� <br />1 I <br />W6 x 15 Steel Post (Typ.) <br />6" x 8" Wood Post & Blocks <br />_ Terminal Section (see <br />S.P. A778 for details) <br />Mff5ff ;7,2��pico ► siq: @ ■ :.7 .ail i <br />0' 2.5' 5' <br />i I <br />S C A L E I N F E E T <br />Thrie Beam Transition Section 1 <br />—� Bridge Rail 625' 3.13' <br />T T <br />1 i r--------------- <br />i <br />Terminal Section (see <br />S.P. A778 for details) <br />6" x 8" Wood Post k Blocks L- x' <br />6" x 8" Wood Post & Blocks <br />* = 6" x 8" C.R.T. Posts <br />0 = 21.07 ° <br />6" x 8" Wood Post do Blocks —� <br />3 SPACES <br />® 2.08' <br />1 10" x 10" Wood <br />Post k Blocks <br />Existing Wingwall <br />2 Spaces <br />® 3.13' <br />8.5' <br />'\ <br />Radius <br />6.5' <br />®* <br />Radius <br />* <br />* y <br />_- /2 <br />See <br />Note 1 <br />h <br />6% <br />2 Spaces <br />® F-25' <br />COUNTY OF SAN JOAQUIN SCALE AS NOTED M.B.G.R. DETAILS JACK TONE ROAD BRIDGE NO.29C-081 BARRIER RAILING REPLACEMENT Sheet No. <br />ACROSS MOSHER SLOUGH 6 of Q <br />DRAWN BY DATE _PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPR A ECOMMENDED DATE <br />11�% L'),Mr &I&-, "'tTlai Qpre--�&, I I Vpv 71416� - <br />