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Thrie Beam Thrie Beam <br />AAQrlo Rail to MBGR r, Rail to MBGR <br />I2I_1NI�/l YT <br />T f P t <br />q <br />SCALE: 1 " = 4' <br />. <br />D <br />M <br />of Structure <br />0' 2' 4' <br />95% Relative <br />W6x15 <br />Steel Post. <br />B <br />Refer to <br />STEEL POST <br />6'-3" (Typ.) <br />r <br />Note: <br />S C A L E I N F E E T <br />DETAIL <br />for details. <br />Railing not shown <br />0 <br />z <br />CD <br />OF SAN <br />Bridge Deck <br />for clarity. <br />Elev. 124.63 <br />D <br />° D I> ° 3'-0" <br />I <br />n <br />00 <br />- - - - - - - - - - - r1Exist. Invert <br />1"MR-S-0���� <br />Elev. 118.00 <br />MIMI- NNINNE <br />0 <br />op o grope <br />Wall Elev. 126.07 <br />. <br />D <br />M <br />LEGEND <br />B <br />95% Relative <br />®6' x 3' x 3' Gabion <br />Rock Slope Protection <br />B <br />3' x 1.5' Gabion Compaction <br />Slope Protection <br />cn9' <br />x 3' x 3' Gabion <br />® <br />-------- <br />— --- <br />3' x 3' Gabion <br />------�— -------------- <br />--- <br />nI <br />Slope Protection <br />0 <br />z <br />CD <br />OF SAN <br />Rj/ /\// <br />rn <br />D <br />° D I> ° 3'-0" <br />I <br />00 <br />D <br />. > -1 (Typ ) <br />m <br />rT1 <br />- - - - - - - - - - - r1Exist. Invert <br />1"MR-S-0���� <br />Elev. 118.00 <br />MIMI- NNINNE <br />0 <br />. <br />D <br />M <br />LEGEND <br />B <br />95% Relative <br />®6' x 3' x 3' Gabion <br />Rock Slope Protection <br />6' x <br />® Rock <br />3' x 1.5' Gabion Compaction <br />Slope Protection <br />cn9' <br />x 3' x 3' Gabion <br />® <br />12' x <br />3' x 3' Gabion <br />m <br />m <br />Rock Slope Protection <br />Rock <br />Slope Protection <br />0 <br />z <br />COUNTY <br />OF SAN <br />JOAQUIN <br />PROFILE <br />SCALE: 1 " = 4' <br />0' 2' 4' <br />S C A L E I N F E E T <br />SCALE AS NOTED <br />DRAWN BY DATE fROJECT GINEER DATE <br />cz-- s( la� \ \" <br />1/2" Cope (Typ.) <br />0!—>—(Typ-) <br />DETAIL A—A <br />SCALE: 1" = 1' <br />0' .5' 1' <br />S C A L E I N F E E T <br />Block attaches to <br />post with 5/8" Dia. <br />_--)' <br />Hex Bolts, Nuts, <br />and Cut Washers <br />W6x15 Steel Post --� <br />P 2-7/8" x 3/8" <br />* Contractor Stiffener each <br />shall field side of web <br />verify dimension <br />before fabrication. <br />* 5" <br />New 1-1/8" Dia. <br />H.S. Bolt, Nut, <br />*10" and Lock Washers <br />set in 1-1/4" <br />Dia. holes (Typ.) <br />I P] on fjAkl <br />-7 z <br />Rock Slope <br />Protection <br />Fabric <br />Elev. 115.00 <br />SECTION B—B <br />SCALE: 1" = 4' <br />*4" <br />* 2-1 /2" <br />r—y <br />D <br />5/8" Dia. Button Head with <br />Hex Nut, Flat Plate Washer, <br />and Cut Washer <br />Thrie Beam Rail <br />Tubular Steel Block. Refer 2'-9" <br />to S.P. A78B for details. <br />Stiffener to be located equal <br />,---distance between Anchor Bolts <br />8% Max. <br />A Paved Shoulder <br />Centerline of Anchor Bolts <br />° I <br />- fp 1/2" x 8" x 7". Refer <br />0 o I to PLATE DETAIL for details. <br />° p <br />° I Existing Conc. Bridge Deck <br />e l <br />D <br />RAIL POST DETAIL <br />p <br />I°° D ° SCALE: 1" = 1' <br />P 2-7/8" x 3/8" <br />Stiffener each S C A L E I N F E E T <br />side of web �— * 3 1 /2" <br />° D Existing Invert <br />/---Elev. 118.00 <br />j� Rock Slope <br />Protection Fabric <br />95% Relative <br />Compaction <br />0' 2' 4' <br />S C A L E I N F E E T <br />1 1/2" Min. (typ.) <br />Bolt Dia. + 1/8" (Typ.) <br />0 Cr <br />5" <br />0 0 -- <br />PLATE <br />PLATE DETAIL <br />SCALE: 1 <br />0' .5' 1' <br />S C A L E I N F E E T <br />Note: <br />1. Posts shall be vertical. <br />2. Anchor Bolt Nuts shall <br />be wrench tight. <br />3. Refer to S.P. A78A and <br />A78B for applicable <br />Thrie Beam Barrier <br />details. <br />MINOR STRUCTURE CLEMENTS ROAD RESURFACING <br />W468 DETAILS COMSTOCK ROAD TO HARNEY LANE <br />CHECKED DATE SUBMITTED DATE APPROVAL RE's MMENDED <br />Sheet No. <br />12 of 15 <br />5 <br />