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C Taper Length Extended Buffer Space 250' C <br /> Cont.Layout 50'To 700' oo uor Con[.Layout <br /> STOP <br /> ON <br /> � TR!!! <br /> --- ---� T.TTrr rr A—w—T•T•TLTTe Tr TP --���-------------- <br /> /rk % <br /> b ork Areai b <br /> 15'Clear(Typ.,Each Side) •���/��/��/ <br /> R/R Tracks 50'To 100' Device Spacing(See Table 1) <br /> Tangent Taper Length <br /> TEMPORARY RAILROAD CROSSING BUFFER SPACE EXTENSION <br /> Shifted Lane(1 1'Min.) <br /> C Taper Length Buffer Space(See Table]) Buffer Space(See Table 1) 375' C <br /> Cont. SO To IOO Cont.Edge Of Existing Paved Shoulder(Typ.) <br /> Layout r Layout <br /> El <br /> • ————————————————————————— <br /> b •-ork Are b Edge Of Existing Travel Lane(Typ.) <br /> Taper Length Tangent Device Spacing(See Table 1) <br /> 50'To 700' <br /> TEMPORARY LANE SHIFT TO SHOULDER WHEN <br /> WORK AREA ENCROACHES ON THE CENTERLINE <br /> SPECIAL CONDITIONS <br /> Cross Reference: <br /> 1.See General Note 1,Sheet 1 for more information. <br /> F <br /> R <br /> SPECIAL CONDITIONS <br /> LAST 2 DESCRIPTION: FY 2020-21 INDEX SHEET <br /> REVISION FDOTI TWO-]LANE, TWO-WAY, <br /> v/01/17 w �- STANDARD PLANS WORK W]['Y'� 11N 'd HE TRAVEL WAY 102-603 3 of 3 <br />