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SYMBOLS: ® work Area cnnnnerrinq DeYire(see lMex 1az-tool Work Zone 5.9n S afeT 250' C B A Q' £logger b Lane fdenlificIl—♦Direct—o1 Traffic Table 1 V D -------------------- m m m m a — a -----------.-- -------------b----------------——— �•• wart Area _ Tangent ac Device Sp19(See Table 1) D * \� SIT To 10Ph/ s slay Be..!fled if ROAD WORK AHEAD sign I.installed upstream within the project limits. A B C WITHOUT TEMPORARY RAISED RUMBLE STRIPS GENERAL NOTES: ,.When a svde road tntersects Ine h.gfwdY wdnln the IC:one.plug TABLE I J.aae[th coM,h.n.may De req..red m dcc.rdance wrtn these note: add.ioaaI TTC dewtes In accordance wIM other applicable TCz roderes. DEVICE SPACING end the following sheets: A.Railroad Cross.gs: 5.The Iwo thanneliring dIv—directly in front of the work area my be M-1—th spacing Maximum Spacing of Distance a.II an active re.lroad crossing Is located closer to the Work Area than misted provided venl[les in the wort area nave nigh-InlensdY rotating' Posted of Cones or Type I or Type If Between Bulrer the queue length plus 300 feel,extend the Buffer Space as shown on /lashing•.sciHaring,or strobe lights operating. Speed Tubular Markers BarricadesIPd..Is1Drnms 5.9ns Space Sheet 3. 6.When puffer Space cannel be attained due to geametrtc constraints,use b.If the queuing of vehicles,dross an active railroad crossing[annul be the greatest attainable length not less Ina.200 It.for posted speeds On a On a 0n a On a av I ay provide a uniformed,prftc.,t vehicles .lifter or flogger al the greater than 25 mph. Taper Tan"t To er Tan enl A B C D h,,h,gh-rail grade,de Gros to prevent vehicles from slopping within the h.ghway-rail grade crossing.even i/autotutid train warmny ]ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be om.tted if 25 20' 5a za SIT 200 20O 20P IOP 15S devices are in place. 200 B.If the V/ork Area en[roa[nes an Ile Centerline,use labLayout far all al Ine following c.ndlians are met: 30 I20, SP 20 50 I00 20P 100 20B Tompb...Y Lane Shift to Shoulder on sheet 3 only If the Existing 35 20 5P 20 50 200' 200 20P 106 250 Paved Shoulder width Is sufficient to provide for an 1t late A Walk a era fans are 60 minutes or less. a0 20 5P 20 50 200 200 20P 100 30S between the V/ork Area ant the Edge of Ending Paved shoulder. B.speed limd I5 a5 mph ar less. Reduce the posted speed when appropriate. C.There are an sight obstructions to vea.cles approaching the work area for 45 20 50 20 50 35C 359 350 I]S 360 list— equal to the Buffer space shown In Table 1. 50 IP SP z0 I00 sea SOa SOa 2SP A2s 2.Temporary Rased Rumble strips: D.Veacles In the work area nave high4akensuy,totaling.Naming.oscUlallnq, 55 2a SP 20 100 26Q0 1500 JOB SOP a9S r strobe I19his operating A.Use when both at the I.11—ing tend, are met concurreally: E.Valume and complexily of the roadway has been[....dared 60 1a SO' 2a 100 26Aa ISO,)OOP SOP 5]P a. Erlslin Posted speed IS 55 mph or F.If a railroad crossing is present.vehicles will not queue across rail tracts. g greater: 6.AFADs are not in use. 65 2a SP 20' Ina 265a)500 1000 50P 6a5' I.Wart duration is greater than 60.mutes' )0 2P 5P Ia IOa 26A0'15W 1000 SOB ]30' B.Use a consistent a Strip polar trahs,baat Ile work zone. B.See lode,102-500 for general TCZ requirements and add,l.onaI lnf—,11 n. C. Plate each Aumble Strip Set transversely across the lane at locations shown' 9.Automat INougn—wort ed£logger Ass.s[ance Deuces fAFA051 may In,used in accordance D.Use Option 1 or Option 2 as shown,n Sheet 2.Use only one Opt— with Ste[ifical.ans Section 102.990 and the APL v,M,,draw ings. rou. 3.Addihonal one-way control m rov may be Provided by by the following.Weans: CONDITIONS A.£lag<arryin9 vehicle: WHERE ANY VEHICLE,EQUIPMENT. A B.Official veni[le: C.Pilot vehcle WORKERS OR THEIR ACTTVITIES D.Traffic signals. ENCflOACH THE AREA BETWEEN When flaggers are the sole means of one-way control,the flaggers THE CENTERLINE AND A LINE Z R must he In sign,11 each other or In direct ca.munfceflon Mall llmes. OUTSIDE THE EDGE OF TRAVEL WAY. Y, LAST Q DESCRIPTION: FY 2020-21 INDEX SHEET REVISION q, FDOT TWO-LANE, TWO-WAY, 11101117 W FaO STANDARD PLANS WORK WITHIN THE TRAVEL WAY 102t 3 1 of 3