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SYMBOLS: <br /> ® work Area .. .. .. <br /> ■. .Channelizing Device(See Index 102-600) _ <br /> Work Zone Sign .Buffer " <br /> Space 250' C B A <br /> Ir Fla99er :See ' <br /> b Lane Identification+Direction of Traffic - Ta61e 7 _ - - .D - <br /> BE �� ROAD <br /> 11 rosrm �wm aKeAo <br /> a a <br /> --------------------------------- <br /> . Work Area b ---- — <br /> LP <br /> ROAo Tangent Device Spacing(See Table 1) <br /> WORK ONEI0.4E PBE <br /> ARED <br /> . <br /> D - Taper Length , <br /> x Sa To 100 •May Be omitted if ROADWORK AHEAD sign is installed upstream within the project limits. <br /> A B. <br /> WITHOUT TEMPORARY RAISED RUMBLE STRIPS <br /> GENERAL.NOTES: <br /> 1.Special Conditions may be required in accordance with these notes 4•When a side road.intersects'the highway within the TTC zone,place _ <br /> TABLE,I <br /> and the following sheets: additional TTC devices In accordance with other applicable TCZ Indexes. DEVICE SPACING _ <br /> A Railroad Crossings: 5.The two channelizing devices directly in front of the.work.area may be. Distance <br /> 9 Maximum Spacing, ' Maximum Spacing.01 <br /> a.If an active railroad crossingis located closer to the Work Area than omitted provided vehicles in the work area have high-Intensity rotating, Type I or T Between flashing;oscillating,or strobe lights operating. - Posted of Cones or T Type i! Buller. <br /> the queue length plus 300 feet,extend the Buffer Space as shown,on 9, g• 9 p g' Speed. _ Tubular,Markers .Barricades/Panels/Drums Signs Space" <br /> Sheet 3. 6.When Buffer Space cannot be attained.due to geometric constraints,use' <br /> //the queuingpf'vehicles across an active.ra7lroad crossing'cannot be the grea[esLattainable length,not less than 200It../or posted speeds- -On a .'On a" .On a'.' On a'. ' <br /> avoided;provide a uniformed traffic control officer or flagger at the .greater than 25 mph. Ta er Tan en[ Taper. Tan ent A B C 'D <br /> highway-rail grade crossln9 to prevent.vehicles'from,stopping within <br /> the highway-rail grade crossing,even If automatic train warning 25 20' 501. Ia •50, 200' 2001 2001 100' I5S <br /> devices are in place. 7.,ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted i/ 30 2a Sa Za. Sa 100 20a 20a' l0a .IOa <br /> B.If the Work Area encroaches on the Centerline,use the Layout for all of the following conditions are met: <br /> Temporary Lane Shift to Shoulder on.Sheet 3 only i1 the Existing 35& 2a 5a 2a 50' .200' 200' 200' 10a 250' <br /> A.Work operations are 60 minutes or less. <br /> Paved Shoulder width is and <br /> thelent to provide for an v d, lane 40 2a Sa la Sa 'zoo' 200: 20a IOa '305' <br /> _between the Work Area and the Edge of Existing Paved.Shoulder. C.'The a limit is sight <br /> mph or less. <br /> Reduce the posted speed when appropriate: C.There are no sight obstructions to vehicles approaching,the work area for 45 2a Sa 2a 50' 35a 35a- 350: 17S 360' <br /> a'distance equal to the Buffer Space shown in Table 1. 50 2a 50' 20' too, 50O' 500' 500' 25a 42S <br /> 2.Temporary Raised Rumble Strips: D.Vehicles in the work area have high-intensity,rotating,flashing.-oscillating, <br /> .. or strobe lights operating. 155 2a 50' . .20' IOa _264a 1500'.100a 50a 495' _ <br /> A Use when both of the following conditions are met concurrently: E.Volume and complexity of the roadway has been considered. 60' 2a 50' 20' 10a 2640' 150a 1000' 500' 570' <br /> a. 'Existing Posted Speed Is SS mph or greater; F.if a railroad,crossing.is present,vehicles will not queue,across rail tracks. 65' 2a' Sa. Ia. 70a 2640' ISOa 100a SOa. 64S <br /> b.Work duration Is greater than 60 minutes.. .G.AFADs are not(muse. <br /> B.Use a consistent Strip color throughout the work zone. 70 2- SO' 2a 10a 264a 150a 100a 500• 7301 <br /> C:Place each.Rumble Strip Set transversely across the lane at locations B.See Index.102-600 for general TCZ requirements and additional information. <br /> shown. 9:Automated Flogger Assistance Devices(AFADs)may be used in accordance <br /> D.Use Option 1 or Option 2 as shown on Sheet 2.Use only one option with Specifications Section 102,990 and the APL vendor drawings. ' <br /> throughout work zone. ' <br /> 3.Additional one-way control may be provided,by the following means:, CONDITIONS <br /> A Flag-carrying vehicle: <br /> B.official vehicle: .WHERE ANY.VEHICLE,EQUIPMENT, <br /> C.Pilot vehicles; 'WORKERSOR THEIR ACTIVITIES <br /> D:Traffic signals: - .ENCROACH THE AREA BETWEEN <br /> When flaggers are the sole means of one-way,control,the flaggers THE CENTERLINE AND A LINE 2' <br /> e must be in sigh[of each other,or In direct communication at all times. OUTSIDE THE EDGE OF TRAVEL WAY., <br /> a <br /> LAST ZZ DESCRIPTION: FY 2020-21 <br /> REVISION TWO-LANE, TWO-WAY, INDEX ,SHEET <br /> SENDOT ..-STANDARD PLANS WORK WIITHIIN THE TRAVEL WAY <br /> 102-603 1 of 3 .. . . . . <br />