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ENn ROAD V,';,RK �I _ a FP I �A B ROAD WORK AHEAD SPEEDING FINES DOUBLED WHEN WORKERS PRESENT I <<iw)l DISTANCE BETWEEN SIGNS Speed Spacing (ft.) A B 40 mph or less 200 200 45 mph 350 350 50 mph or greater 500 500 Midway between signs. SYMBOLS ® Worx Area ■ Channelizing Device (See Index No. 600) D Work Zone Sign => Lane Identification + Direction of Traffic ROAD WORK AHEAD A a ■ }r- �n # Nli Taper Length = %;L L/ors Area i t See Table // / END ROAD WORK Device Spacing -Taper Device Spacing -Tangent 500 See Table I See Table 1 Table Device Spacing I Speed (mph) Max. Distance Between Devices (ft.) Cones or Tubular Markers Type I or Type iI Barricades or Vertical panels or Drums Taper Tangent Taper Tangent 25 25 I 50 25 50 30 to 45 25 50 30 50 50 to 70 1 25 50 50 100 GENERAL NOTES 1. When four or more work vehicles enter the through traffic lanes in a one hour period or less (excluding establishing and terminating the work area), the advanced FLAGGER sign shall be substituted for the WORKERS sign. For location of flaggers and FLAGGER signs. see Index No. 603. 2. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only on the side where the shoulder work is being performed. 3. When a side road inter sects the highway within the TTC zone. additional TTC devices shall he placed in accordance with other applicable TCZ indexes. 4. For general TCZ requirements and additional information, refer to Index No. 600. DURATION NOTES 1. Signs and channelizing devices may be omitted if all of the following conditions are met: a. Work operations are 60 minutes or less. o. Vehicles ir', the work area have high -intensity, rotating, flashing, oscillating, or strobe lights operating Table 11 Taper Length - Shoulder Y3L (ft) Speed (mph) P 8' ]0' 12' Notes Shldr. Shldr. Shldr. 25 28 35 42 L = W S , 60 30 40 50 60 35 55 68 82 40 72 90 107 45 120 150 180 L=WS 50 133 167 200 55 147 183 220 60 160 200 240 65 173 217 260 280 70 187 233 8' nnnrrhum shoulder width '7:L = Length of shoulder taper in feet V/ = Width of total shoulder in feet (combined paved and unpaved width) S = Posted speed Limit (mph) CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. 2 DESCRIPTION: FY 2017-18 LAST � INDEX SHEET REVISION vT FD& TWO-LANE , TWO-WAY, WORD ON SHOULDER No. NO- 07101115 W �-- DESIGN STANDARDS 602 1 of 1 cc SYMBOLS: ® Work At ea ■ Channelizing Device (See Index No. 600) C Work Zone Sign Flagger Lane Identification + Direction of Traffic Buffer Space 250' C B A See Table 1 D < < � BF ROAD ONE J NE PREPARED ROAD WORK TO STCP gHEAp AHEAD �X I1✓n.-i- Arnim - _ _ _ - _ _ _ _ - LP LP S Device Spacing (See Table 1) ROAD Tangent WORK ONE LANE � AHEAD AHED ros�ovc Taper Length D 50' To 100' May Be omitted if ROAD WORK AHEAD sign is installed upstream within the project linnits. A B C WITHOUT TEMPORARY RAISED RUMBLE STRIPS GENERAL NOTES: 1. Special Conditions may be required in accordance with these notes 4 When a side road intersects tine highway within the TTC zone. place and the following sheets: i additional TTC devices in accordance with other applicable TCZ Indexes. A. Railroad Crossings: 5. The two channelizing devicesrdirectly in front of the work area may be a. If an active railroad crossing is located closer to the Work Area than omitted provided vehicles in he work area have high -intensity rotating, the queue length plus 300 feet, extend the Buffer Space as shown on Bashing, oscillating, or strobe tights operating. Sheet 3. b. /f the queuing of vehicles across an active railroad crossing cannot he 6. When Buffer Space cannot be attained doe to geometric constraints, use avoided, provide a uniforn•,ed traffic control officer or flagger at the the greatest attainable length, not less than 200 ft. for posted speeds highway-i ail grade crossing to prevent vehicles from stopping within greater than 25 mph. the highway -rail grade crossing, even if automatic tram warning 7. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be onutted if devices are in place B. If the Work Area encroaches on the Centerline, use the Layout for all of the following condition-,; are met. Temporary Lane Shift to Shoulder on Sheet 3 only if the Existing A- Work operations are 60 minutes of less. Paved Shoulder- width is sufficient to provide for an 11' lane B. Speed Emit is 45 mph or less. between the Work Area and the Edge of Existing Paved Shoulder. r. There are no sight obstructions to vehicles approaching the work area for Reduce the posted speed when appropriate. a distance equal to the Buffer Space shown in Table 1. 2. Tenporary Raised Rumble Strips: D. Vehicles in the work area have high -intensity, rotating, flashing, oscillating, 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. a. Existing Posted Speed is 55 r,ph or greater: F If a railroad crossing is present, vehicles will not queue across rail tracks b. Work duration is greater than 60 rninutes. �. AFADs are not ;n use. B. Use a consistent Strip color throughout the work zone. 8. See Index 600 for general TCZ requirements and additional information. C Place each Rumble Strip Set transversely across the lane at locations shown. D. Use Option 1 or Option 2 as shown on Sheet 2. Use only one option 9. Automated Flagger Assistance Devices (AFADs) may be used in accordance throughout work zone. with Specifications Section 102, 990 and the APL vendor drawings. 3. Additional one-way control may be provided n) the following means: A. Flag -carrying vehicle: B. Official vehicle: C. Pilot vehicles: D Traffic signals When flaggers are the sole means of one-way control, the flaggers must be in sight of each other or in direct communication at all times. TABLE I Posted Speed DEVICE SPACING Distance Between Signs Buffer Space Maximum Spacing of Cones or Tubular Markers Maximum Spacing of Type I or Type i1 Barricades7Panels7Drums On a Taper On a I Tangent On a Taper On a Tangent A j B C D 25 20'____ 20' 50 20' _ 50' 200' 200' 200' 100' 155' 30 1 50' 20' 50' 200' 200' 200' 100' 200' 35 20' 50' 20' 50' 200' 200' 200' 100' 250' 40 45 2_0' 20' 50' 20' 20'_50' 50' 200' 200' 20U 100' 305' 50' 350' ' 350' j 350' 175' 360' 50 20' 50' 20' 100' 500' 500' ' 500' 250' 425' 55 20' 50' 20' 100, 2640' ; 1500' 1 1000- 1 500' 495' 60 20' 50' 20' 100' 2640' 1500' 1000' 500' 1 570' 65 20' S0' 20 100' 2640' 1500' 1000' 000' 645' 70 20' 50' 20- 100' 2640' 1500' j 1000' 500' 1 730' LAST Z DESCRIPTION: FY 2017-18 TWO-LAl®TE REVISION t�; TWO-WAY, 01101116 W Fr DESIGN STANDARDS WORD WITHIN THE TRAVEL WAY CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LiNE 2' OUTSIDE THE EDGE OF TRAVEL WAY INDEX SHEET NO. NO. 603 1 of 3 FDOTo This Certifies that �—� - Ian A. Lund Has Completed a Florida Department of Transportation Approved Maintenance of Traffic (MOT) Advanced Course. Date Expires 1027f20I9 Certificate # 11943 Instructor Wiliam Thomas FDOT Provider # 106 Kdlebiew Inc. Phone: 863-701-027 3 PO Box 6258 Lakeland. FL wwwAillebfewmc.net xan@kdlelxewmc.nel FDOT) This Certifies that vl Wdliain C. Thomas Has Completed a Florida Department of Transportation Approved Maintenance of Traffic IMOTI Advanced Date Expires 12,•28*019 Certificate # 13404 Instructor fan A Lund FOOT Provider # ID6 Killebrew Inc. Phone, 863-701-0273 PO Box 6258 Lakeland FL www.kiflebrewinc.net ian@k iilebrewin c,net ® 1 Q J J � = � � Z W a �=O = O a � J W Z� N Q U. Fl- O W CO Cn O N OOGo O N 3 XLLJLL I_ 4) 0 G> p r` CD tQ> C C C . t0 _ 00 � C4 00 N . ` n bA Ww O F+1 • .--I l U ul� i SOO C) iS9 _ �'•,�``. CD /fit pt1i� CU 6 In O z) v \ L C U m \ O E J C J 1� L.L Engineer Sheet WCT Date 7/16/18 Scale NA