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d <br />U <br />00+0£ <br />m <br />U <br />£Z'SS+gZ :jd <br />m <br />J <br />00+0Z <br />CURVE TABLE: ALIGNMENTS <br />DESIGN SPEED RATE OF (e) MIN. RADIUS <br />END POINT <br />START POINT <br />CHORD DIRECTION <br />0 VD VD <br />N cr <D <D <br />NI VD 0 0 � <br />0 0 cco cco <br />OccOcc <br />zoz0 <br />x x x x <br />a cL a a <br />0m o 0 0 <br />N38° 10' 40.04"E <br />N45° 04' 49.12"E <br />N85° 29' 11.07"E <br />N85° 27' 44.06"E <br />2 <D 01 l0 m <br />H N N 0 <br />0 m Cr) in in <br />Z l0 l0 00 Ni <br />w 111 0 111 L0 <br />J Cr) 1- N N <br />0 <br />cn 00 0 0 <br />D 00 N O 0 <br />Q VD '7 O 0 <br />I� 0 <br />CC N Ln <br />c�-1 T-1 <br />CREST VERTICAL CURVES DESIGN SPEED 40 MPH <br />LINE TABLE: ALIGNMENTS <br />END POINT <br />START POINT <br />DIRECTION <br />H 0 <br />o Z 4 o O^ N <br />w 1n 4 N to <br />J c-1 <br />w T-1 N m <br />z J J J J <br />0 <br />