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SYMBOLS: ® Work Area • Channelizing Device(See Index 102-600) [b Work Zone Sign Buffer Space 25V C B A [r' Flagger See Table 1 p b Lane Identification+Direction of Traffic BE p��µE ROAD PPFAPRFD flgoD VvpRK lOSRW NP'Ap AMFAp a a b Work Area b Tangent Device Spacing(See Table 1) P ROAD OxEIPRE E WORK ARFAg � io Ps�rov Taper Length NY D SO To 100' *May Be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits. r A B C WITHOUT TEMPORARY RAISED RUMBLE STRIPS GENERAL NOTES: TABLE ] 1.Special Conditions may be required in accordance with these notes 4.When a side road intersects the highway within the TTC zone,place and the following sheets: additional TTC devices in accordance with other applicable TCZ Indexes. DEVICE SPACING A Railroad Crossings: 5.The two Channelizing devices directly in front of the work area may be Maximum Spacing Maximum Spacing of Distance omitted provided vehicles in the work area have high-intensity rotating. Between a.If an active length plus crossing)s extend closer to the Work Area than Posted of Cones ke Type I or Type It Buller the queue length plus 300 Feet,extend the Buffer Space as shown on flashing,oscillating,or strobe lights operating. Speed Tubular Markers Barricades/Panels/Drums Signs Space Sheet 3. 6.When Buffer Space cannot be attained due to geometric constraints,use b./f the queuing of vehicles across an active railroad crossing cannot 6e On a On a On a On a avoided,provide a uniformed traffic control officer or fla er al the the greatest attainable length,not less than 200 It,for posted speeds 99 greater than 25 mph. Ta er Tan ent Ta er Tan ent A e C D highway-rail grade crossing to prevent vehicles from stopping within 25 20' 50' 2O 50' 200' 200' 200' 100' 155' the devices highway-rail grade crossing,even if automatic[rain warning 7,ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if devices are in place. 30 20' 50 201 50' 200' 200 200' 700' 200' B.If the Work Area encroaches the Centerline,use the Layout for all of the following conditions are met: Temporary Lane Shift to Shoulder er on Sheet 3 only it the Existing 35 20' 50' 201 50' 200, 200 200' 100 2501 Paved Shoulder width is sufficient to provide for an II'lane A.Work operations are 60 minutes or less. 40 20' 50' 2O 50, 200' 2001 20C 100' 305' between the Work Area and the Edge of Existing Paved Shoulder. B.Speed limit is 45 mph or less. 9 9 C.There are no sight obstructions to vehicles approaching the work area for 45 2V 50' 20' 50' 350' 350' 35U 175' 360' Reduce the posted speed when appropriate. a distance equal to the Buffer Space shown in Table 1. 50 2V 50 20 100, 500' 500' 500' 250' 425' 2.Temporary Raised Rumble Strips: 0.Vehicles in the work area have high-intensity,rotating,flashing,oscillating, 55 20' SO 2O lOP 2640' 1500' 1000 500' 495' or strobe lights operating. A Use when both of the following conditions are met concurrently; E.Volume and complexity of the roadway has been considered. 60 20' 50' 2O 100' 2640' 1500 1000 500, 570' a. Existing Posted Speed is 55 mph or greater; F.If a railroad crossing is present,vehicles will not queue across rail tracks. 65 2O 50' 29 /00' 2640' I500' 1000 500' 645' b.Work duration is greater than 60 minutes. G.AFADs are not in use. B.Use a consistent Strip color throughout the work zone. 70 20' 50' 20' !00 2640' I500' IOOO 500' 730' C.Place each Rumble Strip Set transversely across the lane at locations 8.See Index 102-600 for general TCZ requirements and additional information. shown. 9.Automated Flogger Assistance Devices(AFADs)may be used in accordance throughooutut work zone. D.Use Op[ 1 or Option 2 as shown on Sheet 2.Use only one option with Specifications Section 102,990 and the APL vendor drawings. 3.Additional one-way control may be provided by the following means: CONDITIONS A Flag-carrying vehicle; WHERE ANY VEHICLE,EQUIPMENT, B.Official vehicle; C.Pilo[vehicles; WORKERS OR THEIR ACTIVITIES — D.Traffic signals. ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE 2' When flaggers are the sole means of one-way control,the flaggers OUTSIDE THE EDGE OF TRAVEL WAY. must be in sight of each other or in direct communication at all times. R LAST 2 DESCRIPTION: FY 2020-21 IN SHEET REVISION ° FDOT TWO-LANE, TWO-WAY' 11/01/17 W �— STANDARD PLANS WORK WITHIN THE TRAVEL WAY 102-603 1 of 3 o: