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RAILROAD CROSSING AT RAILROAD CROSSING AT RELATIVE LOCATION OF CROSSING TRAFFIC <br /> CONTROL DEVICES <br /> TWO ( 2 ) . - LANE ROADWAY <br /> MUTI - LANE ROADWAY <br /> Slop Bar Perpendicular Width Nay Vary Aocardinq <br /> To Ed a Of Travel Way To Lane Width <br /> Or Idne 6 nova/lel I I Gale Or Flashing Signal <br /> To Gale When Present stop Bar Perpendicular to Edge I With Gales <br /> 24' White <br /> or I m'et Way or 8' From 6 <br /> Parallel To Gale When Present. <br /> Future Gole m 24' White I - Pcrvemenf <br /> DO NOT Message <br /> STOP While <br /> to I ON <br /> p' * TRACKS <br /> Nl^• RB B <br /> 6' Db! yellow 'T- 4' Stop Line <br /> 1 For Use Near Slgnaltted Flashing Signal <br /> Intersections f if Not with Gate 1 N <br /> .� 6' Dbl Yellow m <br /> Edge Of Tvovel Way / <br /> N <br /> N — — Railroad Protection i <br /> Device Is Nor To Be Loroled As Required o <br /> Wifhfn 12' Of The RIR J <br /> e r Center Line. <br /> m' a 160 <br /> 'm . future Gale Nines <br /> Location '' NOTES : <br /> � I 24' wnrre <br /> m <br /> 24' 1 I. When computing pavement message, quunrif/es do not include <br /> transverse lines. . , <br /> 240 White I 2. Placement of stun W10 -I fn a residential or business district, where 1� <br /> low speeds are prevalent. /lie WIG -1 sign may be placed a min7aum disionce <br /> 24' While of ^70' from the crossing. Where street intersections occur between <br /> the R/R pavement message and the frocks an additional W/O -lslgn and <br /> _ addtfimm/ pevement message should be used. _ <br /> J. Recommended location for sign F TP - JB, IDO' Urban a JOO' Rurol <br /> In advance of the crossing. <br /> 6' Vol Yellow T1 4. A portion of the pavement markings symbol should be directly opposite <br /> < the W10-Isign. <br /> Recommended '"NI for FTP -JB A or B signs. g0' urban and O <br /> � R RIR R e <br /> JOO' lural, See index tri for sign details. <br /> ie <br /> * 6. Gale Length Requirements <br /> For two -way undivided sectlons+ <br /> The gate should extend to iiI the center line. On multilane <br /> approaches the maximum gale length may not reach to Within " of the <br /> { choler line- For Ilpse cases the distance from the gale Po the center Pre4. <br /> R I 1— sM/l be o nmximnm of 4'. <br /> q <br /> Z4' White W/O I <br /> 24' White for one -way or divided sections. <br /> WIO 1 The gale shall be of suff talent length such Thal /he distance tram the <br /> SPEED IN fT gate III to the Inside edge of pavement is a maximum or 4'. <br /> NPH <br /> SSD STATE OF FLORIDA DEPARTMENT NT OF TRA N SPORT AVON <br /> SS 450 -375 13AILROAD GRADE CROSSING <br /> 45 300 TRAFFIC ' CONTROL DEVICES <br /> 'D Apar v By I <br /> o.npnd er lo-it . . is . n <br /> 30 100 <br /> IS <br /> URBAN SD YIN. o,... ev A.•n�.n _ pn.a •.. 17882 <br /> cni�.t.e et fA .j of <br /> 4 <br />