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'ON 133HS d3M G <br /> 125' <br /> Imported Borrow <br /> Cn Place Wood Posts Approach <br /> + Railing Transition. + <br /> o <br /> Refer to S.P. A77J Place Terminal System (Type ET) 0) <br /> Exist. Pull Box H+ for details Refer to 2002 S.P. A77M for Details Imo+ <br /> R & D exist. MBGR and Posts. Place Thrie Beam Barrier to remain 25' 50' <br /> and W605 Steel Posts on existing Anchor Bolts. <br /> Refer to RAIL POST DETAIL this Sheet i Exist. Traffic Pole <br /> I EI + to remain + <br /> Exist. <br /> 125 Exist. Cn N <br /> I Levee Levee I Exist. P <br /> Access I I Access to remainl Box <br /> A.C. DIKE 6'-3" Trans. 6'-3" Trans.— Exist. Overside <br /> Exist. A.C. Dike (Type C) µ $ Drain (Typ.) <br /> (Typ,) I 4 N Detach and Re-attach Exist. Traffic Conduit to New Rail Posts R' <br /> I—u--u--u--u--u--u--u —u——u— u——u——u——u——u——u <br /> --u--u--u--u--u 1 — -- \ 1 —u--u— —u--u� — u— u— u— u— u— u— — — — — — — — — — — — — — — — — Jil h <br /> — — — — — — — — — — — <br /> — — — — — <br /> A.C. DIKE <br /> (Type C) C <br /> Place 12.5 L.F. MBGR & <br /> 3 Terminal Section (Type A) 41 BRIDGE N0 . 29C - 282 5 1 6 <br /> Place 12.5 L.F. MBGR & <br /> K E T T L E M A NA.C. DIKE I Terminal Section (Type A) L A N E <br /> (Type C) A.C. DIKE <br /> (Type C) t <br /> ——————————————— ———— — — — — — — — — ———_� — — <br /> 11 I ( <br /> ' y ( Construction `L_U <br /> Y Exist. Exist. <br /> Levee + + Levee <br /> y y Y y <br /> + + Access µ µ Access <br /> a ' <br /> lic� FF <br /> N Place Wood Posts 6'-3" Trans. 6'-3" Trans. <br /> + Approach Railing + <br /> o Transition. 0) R & D exist. MBGR and Posts. Place Thrie Beam Barrier <br /> H Place Terminal System (Type ET) Refer to S.P. A77J I+ and W605 Steel Posts on existing Anchor Bolts. <br /> Refer to 2002 S.P. A77M for Details for details Refer to RAIL POST DETAIL this Sheet <br /> 50' 25' 125' <br /> 125' <br /> Imported Borrow BRIDGE RAILING DETAIL <br /> Const. <br /> NOTE: <br /> u Electrical Underground <br /> Hand digging may be required for I <br /> Railing Post Installation. I <br /> (Electrical Underground present) Exist. Dike <br /> to remain <br /> Tubular Steel Bock. Refer 0' 20' 40' I Imported Borrow <br /> to S.P. A78B for details. I Var._ 8% <br /> Scale in Feet — Conform <br /> -T- 1 <br /> Rail Post <br /> Block attaches to post 5/8" Dia. Button Head with <br /> with 5/8" Dia. Hex Bolts, Hex Nut, Flat Plate Washer, <br /> Nuts, and Cut Washers — and Cut Washer a, <br /> Refer to Sheet No. 2 <br /> W605 Steel Post — Thrie Beam Rail iv for Limits <br /> New 1-1/8" Dia. H.S. b Stiffener be located equal <br /> Bolt, Nut, and Lock 1 'Ir distance between Anchor Bolts 1/2" Cope (Typ.) <br /> Washers set in 1 -1/4" <br /> dia. holes SECTION C- C <br /> a Existing Concrete <br /> `0 -- Bridge Deck <br /> Existing * ° a _ (Typ,) <br /> Anchor Bolts N — — — — — <br /> Exist. Anchor Bolts DETAIL D— D <br /> It 2-7/8" x 3/8" <br /> Stiffener eachNO SCALE <br /> side of web New 5/8 Dia. H.S. <br /> Bolt, Nut, and Lock <br /> Washers set in 7/8" <br /> * Contractor shall field dia. holes <br /> verify dimension <br /> before fabrication. <br /> V) <br /> RAIL P05T DETAIL.. w <br /> NO SCALE w <br /> NOTE: <br /> 1 . Posts shall be vertical. <br /> 2. Anchor Bolt Nuts shall be w <br /> wrench tight. Z <br /> g <br /> 3. Refer to S.P. A78A and <br /> A788 for applicable Thrie 4 ! i Q <br /> Beam Barrier details. w <br /> Y <br /> DRAWN BY Ed <br /> PROJECT ENGINEER DATE DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> �ncentc21 1I 'Q _ 6� �� „ COUNTY OF SAN JOAQUIN No SCALE R�,ILING DETAILS KETTLEMAN LANE IMPROVEMENTS NO. SHEETS <br /> r 3 � 1 AA; (Stare Highway Route 88 to Jack Tone Road) 5 s <br /> FILE NAME DRAWER SHEET N . D �- REVISIONS DATE <br /> E\Projects\Kett1emcrLane(22611)\Plans\KettlemanAllPlan.dwg <br />