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EXHIBIT 1 � � <br /> WITH INTERSECTION TRAFFIC SIGNALS WITH NEAR-SIDE TRAFFIC SIGNALS . . - <br /> See /100 mm (4") — <br /> Note 3 ,( <br /> ..................� � <br /> 150 mm (6") <br /> Greater White <br /> 100 mm (4") than <br /> 1--- 45°to <br /> 25 m Pavement <br /> ` ..............�s��� � I <br /> T � <br /> 3 m See Nofe 3 1200 mm (4') <br /> (10'1 <br /> ., <br /> See ��CAUTI:ON:�:; <br /> Note 2 ;:.XX:,F1`,;;:':;'::: See Note2 <br /> i':::BE7WEEN'i;::: on Sheet 2 <br /> � �.TRACKS:AND'i �� <br /> HIGHINAY::::::� <br /> ..... . . . . Near-side <br /> DO NOT Traffic Signals <br /> RR Sto � : STOP : � <br /> P : �------•--: �N : � <br /> Line ��� � � <br /> . <br /> . <br /> I ; TRACKS : <br /> Nofe: 1. Pavement markings fo be installed only on approaches to intersections controlled by traffic signals <br /> which are interconnecfed witfi the railroad warning signals. <br /> 2. Where near-side traffic signals are used the pavement markings extend to fhe intersection. <br /> 3. Wf�ere the angle between tf�e diagonal stripes and fiie track (�) would be less than approximately 20°, <br /> the stripes should be sloped in the opposife direction from that shown. � <br /> TYPICAL SUPPLEMENTAL SIGNING AND <br /> PAVEMENT MARKING TREATIVeENT FOR RAILROAD CROSSINGS <br /> Sheet 1 of 2 <br />