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Rmanent Steel Plates 3" Xo.D‰" 6 " 6 " ( T Y P

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Rmanent Steel Plates 3 ````` (Opposite Handle Not Shownfor Lifting Handle Steel TubeSleeve 6" x‰" Permanent Steel Plates 3" xO.D‰" 6" 6" (Typ.) Bollard Clarity) Clear (Typ.) ˆ" O.D. x‰"Steel 2 •"x A Tube Post 3" (Typ.) REMOVABLE SQUAREBOLLARD 2" (Typ.) 6" (Typ.) (Typ.) …" Rad. Two Each-6"x‰"SteelPlates SECTION A-A Yellow Reflective Lane Width+1' Sheeting (Typ.) PLAN BOLLARD PLACEMENT 2" Wide ‚" ELEVATION VIEW 1 •" 1 •" 1 ƒ" •" ƒ " Slot 18" 1" Bikeway | ƒ " ‚ " ‚" 6" (Typ.) ‚" 1 • " ‚" ‚ " Bollard Removable Steel Plate Rod (Typ.) Solid Steel ‰" dia. Handles Lifting Lane Width+1' A (Opposite Handle Not Shownfor Lifting Handle 6" x‰" Steel Plates 6" 6" (Typ.) Clarity) B Nominal Steel Steel Pipe 3" Nominal Pipe Post Sleeve REMOVABLE ROUNDBOLLARD 2 •" 2" (Typ.) Clear ‘" Bollard Permanent (Typ.) …" Rad. Two Each-6"x‰"SteelPlates SECTION B-B PLAN ‚" 1 Š" •" 1 Œ" 1 —" 1" ƒ " Slot Bollards (Typ.) ƒ " ‚ " ‚" See DETAIL"A" Š" Permanent Bollard (Typ.) 1 • " ‚" ‚ " Steel Plate Removable Steel Rod(Typ.) ‰" dia.Solid BOLLARD PLACEMENT B PLAN VIEW Note: PlacePadlockon | the SideFacingAway Bikeway From Intersection. Lifting HandlesNotShownforClarity roadwayClearZone. belocatedoutsidethe * NOTE:Bollardsshould 30' (min.) From Pavement Edge Unless Otherwise Shown on the Plans * | Roadway 1'-0" PLAN VIEW DETAIL "A" 1'-0" shall beomitted.Encasepostsdirectlyinconcrete. Bollards, exceptthatthesteelplates,sleevesandliftinghandles PERMANENT BOLLARDS:PermanentBollardsshallbethesameasRemovable (drawn seamlesstubes&plates),B211(rods),andF901(bolts). meeting thefollowingASTMSpecifications:B209(plate),210or241 ALUMINUM: Allsteelcomponentsmaybereplacedbyaluminum including steelpipe,asspecifiedinASTMA123. GALVANIZING: Afterfabricating,hot-dipgalvanizeallsteelparts, REFLECTIVE SHEETING:ShallmeettheprovisionsofCMS730.19. CONCRETE: UseClassCconcreteasspecifiedinCMS499and511. STEEL PIPE:ASTMA53Schedule40. 705.11, andisrequiredwhenbollardsaresetinconcretepavement. PREFORMED EXPANSIONJOINTFILLER:ShallmeettheprovisionsofCMS Round encasementshouldbe1'-0"diameter. concrete pavement,butmaybesquareorroundinflexiblepavement. CONCRETE ENCASEMENT:Sleeveencasementshallbesquareasshown,in GENERAL: NOTES: Mount allbollardsleevesflushwiththebikewaypavement. Rigid PavementOnly. Sides). Requiredin Material (AllFour Expansion Joint Steel BasePlate Bollard Aggregate REMOVABLE BOLLARD 2'-10" 3'-0" No. 8 SECTIONS A-A & ELEVATION VIEW See B-B DETAIL "A" 1'-0" 3" Steel Cap Plug, orappropriate 3" deep,domedMortar Tubular SteelPost 2 •"Roundor Lifting Handles Concrete Class C Sleeve Tubular Steel 3" Roundor Pavement Bikeway 6" 3'-0" THIS DRAWING REPLACES RM-5.1 DATED 04-18-2003. SCD NUMBER STANDARD ROADWAY CONSTRUCTION DRAWING STDS. STATE OF OHIO DEPARTMENT OF REVISION DATE 1 O FFICE O F ENGINEER TRANSPORTATION ADMINISTRATOR STEEL BO LLA RD S RO A D W A Y 2 RM -5.1 ENG INEERING M. Ruppe Reynaldo Stargell 7-18-2014 ````` 2 ‚"Radius in SidePlate 2 -•"Holes 12" DETAIL OFHOLEFOR LOCK 8" 1" (Typ.) ƒ" ƒ" Bolt 2 „" 1 ƒ" 3" SECTION PLAN 7 ƒ" 2 •" 12" 6" 2 „" 1" HoleThroughBottomPlate 1 … " 1 Lock Shank 3 Weld toBottomPlate Bar -FullPenetration 4 -†"dia.Steel Side Plates 2 ƒ"x6"Š" " Hole Bottom Plate 8" x12"Š" Bottom Plate 1" Holeinthe 2 ƒ " Bottom Plate-BothSides Fillet WeldSidePlateto Bottom Plate(Typ.) Steel BarWeldedUnder •" HolesinSidePlate Lock byOthers Bikeway 30" 30" 12" (Typ.) ƒ" Parallel toCenterlineofPath BOLLARD DETAIL Orientate BollardtoOpen 3" 2 •" SECTION 18" 5" Bolt toCollapse Remove Locking 18" SquareConcreteFooting Weld toBasePlate 4 -•"RebarsFillet in Center dia. HoleDrilled Plate witha1" 8" x12"Bottom into a…"MetalSleeveDrilledOutto•" •" dia.BoltwithRollPin-Insert with •"Holesand2‚"Radius 2 ƒ"x6"SidePlates Bikeway with ƒ" dia.x6"CarriageBolt 7 •"SmoothCut) (Actual Size2•"x S4S NormalDimensions 2 -3"x8"Timbers 1 3 " holeforlock HingedHinged. PAYMENT: PaymentforthebollardshallbeItemSpecial-Bollard,Misc., any hardwareandsteelusedforthebollard. Pine. PressuretreatasspecifiedinCMS712.06.Hot-dipgalvanize construct thebollardusingCCApressuretreatedSouthernYellow place, makethefittingsastightpossible.Ifmadeofwood, MATERIALS: Inordertoensurethatthebollardstaysplumbandin NOTES: DETAIL OFTIMBER Timber 8" 30" ƒ " PLAN 1 ‚ " 1" 7 ƒ" 12" Item Special-Bollard,Misc., 2 •" 2 • " ƒ" Hole 1 • " 1 ‚"Radius Metal Sleeve Bottom Plate Side Plate Bolt THIS DRAWING REPLACES RM-5.1 DATED 04-18-2003. SCD NUMBER STANDARD ROADWAY CONSTRUCTION DRAWING STDS. STATE OF OHIO DEPARTMENT OF REVISION DATE 2 O FFICE O F ENGINEER TRANSPORTATION ADMINISTRATOR STEEL BO LLA RD S RO A D W A Y 2 RM -5.1 ENG INEERING M. Ruppe Reynaldo Stargell 7-18-2014.
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