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EXH(BIT 1 <br /> WITH INTERSECTION TRAFFIC SIGNALS WITH NEAR-SIDE TRAFFIC SIGNALS . � ° � <br /> See 100 mm (4") • <br /> Note 3 ,,� <br /> ................��t y <br /> 150 mm (6") <br /> Greater White <br /> 100 mm (4") than o <br /> /-- 45 to <br /> 25 m <br /> v �81,� � Pavement <br /> --...... I---� <br /> • <br /> 3 m See Note 3 1200 mm (4') <br /> (10') <br /> See �<CAUT`I:QN::`:; <br /> Note 2 XX:F?:?::;::::: See Note2 <br /> �;::::S�TNEEN;'°;'� on Sheet 2 <br /> � i:TRACKS:AND'.: �� <br /> tiI�H1AlAY;:';::� <br /> ... . . . :��:�:::: Near-side <br /> DO NOT Traffic Signals <br /> RR Stop� .__.. STOP � <br /> Line <br /> �� ON • <br /> ; TRACKS : <br /> � � ...............: <br /> Note: 9. Pavement markings to be installed only on approaches to intersections controlled by traffic signals <br /> which are inferconnected with fhe railroad warning signals. <br /> 2. Where near-side traffic signals are used the pavement markings extend to the intersection. <br /> 3. Where the angle between the diagonal stripes and the track (�) would be /ess than approximately 20°, <br /> fhe stripes should be sloped in the opposite direction from that shown. <br /> TYPICAL SUPPLEMENTAL SIGNING AND <br /> � PAVEMENT MARKING TREATIIIIENT FOR RAILROAD CROSSINGS <br /> Sheet 1 of 2 <br />