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RAILROAD CROSSING AT RAILROAD CROSSING AT RELATIVE LOCATION OF CROSSING TRAFFIC <br /> TWO (2) -LANE ROADWAY MULTILANE ROADWAY CONTROL DEVICES <br /> Stop Bar Perpendicular Stop Bar Perpendicular <br /> To Edge Of Travel Way to Edge Of Travel Way 8 ' - 0 " <br /> Or 8 ' From & Parallel Or 8 ' From & Parallel To <br /> To Gate When Present. Gate When Present. Gate Or Pavement <br /> Flashing Signal Message <br /> 24 " White <br /> With Gates White <br /> 24 " White � <br /> Future Gate <br /> Location m DO NOT <br /> -10, Sp <br /> 10' q� ON <br /> TRACKS , p <br /> Mtn. 4 R8 - 8 Stop Line <br /> 5 " Dbl. Yellow <br /> For Use Near <br /> Signalized Flashing Signal <br /> 6" Dot Yellow Intersections <br /> N (If <br /> Not with Gate) <br /> � yl <br /> Edge Of <br /> Tro vel way <br /> As Required U <br /> 10, <br /> dry' 10' <br /> - - • - =- = Future Mm. Railroad Protection <br /> f Gate 4 Device Is Not To Be <br /> Location 24 " White Located Within 12 ' <br /> 24 " White ---( Li The RR Center <br /> Line. <br /> 24 " White <br /> 24 " White <br /> NOTES: <br /> o Q I I 12"L When computing pavement message, quantities do not include <br /> N Htraverse lines. <br /> 6 " Dbl. Yellow h <br /> 2. Placement of sign WI0-1 in o residen tial or business district, where <br /> low speeds are prevalent, the WIO -I sign may be placed a minimum distance <br /> b o I of 100' from the crossing. Where street intersections occur between <br /> N <br /> N the RR pavement message and the frocks an additional W)0-1 sign and <br /> NKK N odditionalpovement message should be used. <br /> J. A portion of the pavement markings symbolshould be directly opposite <br /> o R R I the WiO-I sign. <br /> N <br /> 4. Recommended location for FTP -61 -06 or FTP-62 - 06 signs, 100 ' urban <br /> W10 -1 & and <br /> ' rural. See Index 17355 for sign details. �n <br /> tt W10-1 300 <br /> 5. Gate Length Requirements <br /> 24 " White For Two - way undivided sections; <br /> The gate should extend to within Pof the center line. On multiple <br /> 24 " White approaches the maximum gate length may not reach to within I ' of the <br /> center line. For those cases, the distance from the gate to the center line <br /> shollbe o maximum of 4 '. <br /> SPEED " A <br /> MPH IN FT. For one - way or divided sections: <br /> 60 400 The gate shollbe of sufficient length such that the distance from the <br /> gate tip to the inside edge of pavement is o maximum of 4 '. <br /> 55 325 4 • <br /> 50 250 <br /> 45 175 <br /> 40 125 <br /> Last <br /> 35 100 2008 FDOT Design Standards R. Shoat No. <br /> URBAN 85 M/N. 07/01/07 3 of 4 <br /> RAILROAD GRADE CROSSING Index No . <br /> TRAFFIC CONTROL DEVICES17882 <br />