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iwIa IOTA T[ IWMI Mailm me. Z8 - I ICALIF. 1S-/293 2> I 133 37 Corrugated Metal Roiling Element T. fteeow•r R•"•Dow MaT B /96/ w, AL DISTRICT COUNTY T SECTION ••" 112-931 4 APPROVAL R[COYr TENOED II opt Channel Radm Element Taper to fit to fit g � ENGINEER Of OtEKN CIVIL EN(A`![I[R LIG[h 4•� Return Section ((/� 8"x 8"x V-2" S 4 S TPtAFFICIDOSMER CIVIL a•NKER LICENSE NO.54H 8"x 8"S4 S x I'-2" 4lz D.F.#Block APP*M /779C/ D. F Blocks 6'- 3" C to C. - -�- - - - 6' - 3" C to C -- 6 - 3" C to C 1-1I I 2- "e Machine Bolts / ° o I rrwx. -_:-- - - --�- - _ o1 I°j 3 x3 x' « « with nufs�washers and j 3 E ponsan Untt per half. CIVIL [NeIN[ER LICEN•E MOo 0 : 59�i x • s 0 101 o of 1 I p1 p I «`No 00 ' 6"rl 8.2" x 12' -6"min 1 oMachineO oltwithnut _ Carriage max. Bolt with Hex Nut \ Lop In direction of traffic 6" n 8.2e Ground Line, Shoulder Surfacing pr - -- - - - --- -- - - - -- --- - - - - - , 8"x8"S4Sx6'-1 -See Detail A top of Curb under railing. ;=qy>-•--3 Expansion Units per bolt. D F Post - - -- - - --- -- - - - - - - -- - - -- - N O - -- - -- Finish Grade` All nuts shown to be hex and placed on outside except roil splice bolts DOUBLE BLOCKED - OUT METAL BEAM BARRIER DETAIL B 4 Post • -� -r- CL a xl � Slot In channel and 6 dlo alumn splice R- for Carriage rivets Bolt with H x- Nut eflecfor 7 4 32 Holes for 6 Abiminum Rivets - - - - - - - - - - - - - - - - - - - - - - - - _ _ - r - - - - = -. - - -1 a p,n' j 0.156" x4 x 9" 1 1 Aluminum Anchor • Holes for I I ! TOP VIEW 051" Aluminum (\I }� Carnage i - - i --- i - - Sheet Bolt with Hexl Nut. iv 6 dio aluminum -- -- — - ---- 12' - 6" -- # 211 - - - - I. w N rivets - - - i is N _ . J_ Post Bolt Slot - - I I 4 x x 6 - V-M _. _- _. - - TOP VIEW Holes for 8d _ - _ _ _ _ _ _ _ _ _ _ _ _ Splice It 1 ►---9" goly. nail --- - Lap m (rection o rois •. -'� f I-• 4%4 2" �L �4 ly 1 I„ li I" G.► l 4 l 6"n 8.2 T- ° o _ MON Siction ALUMINUM ANCHOR : a"x B"Roughx5'-o" � - D n _ -F Post ,__ u DETAIL A OF BOTTOM RAIL SPLICE 3 —�-- LJ (Roil Splices to occur of Posts only ) REFLECTOR ASSEMBLY REFLECTOR ASSEMBLY METAL BEAM GUARD RAILING I�' ON BLOCKED - OUT METAL BEAM BARRIER Rail 2 2:IBotter E P� Ground Line, n9 c m Curve to face troffia Shoulder Surfacing or flop of Curb E -' M Curb `ace,--,`,, under railing. r X � N m Pier ltf 6�- 3 - - - _ 6 - 3 - --- 6 - 3' --+- - 6'- 3 - -� - - 6'-3" 3 , li �{ N if € - - I I CD it -d ---- _ I Bend to fit i"� y x V7 ------------ 0 ---- rt 0 z E E Median , Is Tolerance 31f 2:t batter - - - - - - - - T Reflector /Reflector $�� r.-mr- `' p �_ - - — - 27 ! fa Cut Steel Ground Line 1 / en •o +1 N _L----- 1 • Washer- =I Shoulder Surfacing Klf "x8°S4Sxl'-2" _ -- ---- Vor "� ;- - �+ �o "- - See Detail �'' Cut blocks tofu " NIQe bolt _1 Or top Curb 1' 1" ♦ Corr' D.F. Block, c�I 1 6; - - 21 = - _ — _- - - - with hex nut 8"x8"S4SxI 2" - under roiling. Post Bolt Slot D.F. Block. R BLOCKED-OUT METAL BEAM BARRIER 12 2- Lap 16,'R 8"x 8"RoughxS'- _ }i Note. ail to be fastened to post PLAN AT BRIDGE PIERS M' m o D. F Post. -10 " as Manufacturer s instructions. s/e Carriageix - Sym _ I -N Posts to be 10'-0" c/c I^ !-132^ I Bolt with He -- - - �- - 12i - '- 1 w �"R Nut. METAL PLATE •- ° ►- IG _ - -- -- 6"n 8.2 x12=6"m' 4f -t- N Ab't TWO-WAY ROADWAY ONE-WAY ROADWAY Vor Width ''2 '4i 2 GUARD AIL2"1-4; -{-�4 Post Bolt Slot Shoulder • EP. I Neutral Axis • METAL BEAM T .1 • • - W _ - - - - — GUARD RAILING '^ ' 2-x 22 Slot � x I Slots 8"xB"S4S # - - I - x6=0" D.F *Note c o i —� STATE OF CALIFORNIA Post. Depth varies where bridge piers L - - - ' I" Normal Shoulder -�- - - ' --- 12 Gage DEPARTMENT OF PUBLIC WORKS are located on continuous �-x I 0 Slots orma � ,I footings. +___1,_ Edge 3 •� U.S. Standard DIVISION OF HIGHWAYS SINGLE BLOCKED — OUT RAIL SPLICE MTA A SECTION THRU GUARD RAILING a 4owl_ METAL BEAM BARRIER All nuts shall be hexagonal E L GUARD RAILING AT DIKE TERMINAL SECTION RAIL ELEMENT BARRIER RAILING A77-S ( For Dike Detail see Standard Plan AT4) J- 62 _ F O.i°il 8 oeasa Apr070 /0 XN O/