WIDENING
SUPERELEVATION
CURVATUREVERTICAL
CURVATUREHORIZONTAL
ORIGINAL GROUND
FINISHED GRADE
STATION
FOLLOW EXISTING WIDENING
FOLLOW EXISTING SUPERELEVATION
REFERENCE POINTS
POINT OF INTERSECTIONNUMBER
TABLE OF REFERENCE POINTSAZIMUTH DISTANCE REMARKS
ELEMENTS OF CURVEPI
STATIONINTERIOR
ANGLE TYPEEXTERNALDISTANCE RADIUS
TANGENTDISTANCE
DEGREEOF CURVE
LENGTHOF CURVE
POINT OFCURVATURE
POINT OFTANGENCY
SUPERELEVATION e% WIDENING (M) VELOCITY
0M
0M
0M
0M
0M
0M
0M
0M0M
205+800 205+900 206+000 206+100 206+200
115.
14
115.
12
114.
98
114.
75
114.
38
113.
89
113.
46
113.
24
113.
12
112.
95
112.
82
112.
74
112.
67
112.
62
112.
51
112.
44
112.
51
112.
63
112.
80
113.
00
113.
22
113.
39
113.
52
113.
59
113.
59
118
117
111
112
113
116
115
114
108
109
110
107
106
105
119
PI - 54205+877.917M LEFT 2.926M 168.37M 31.53M 62.33M
205+846.389M 205+908.724M 00.00% 00.00M 000 KM/H
PI - 55206+088.796M RIGHT 8.775M 67.35M 35.48M 65.31M
206+053.314M 206+118.628M 00.00% 00.00M 000 KM/H
PI - 56206+274.895M LEFT 22.456M 36.98M 46.53M 66.51M
206+228.365M 206+294.874M 00.00% 00.00M 000 KM/H
POT - 2206+304.057M ------ ------ ------ ------ ------ ------
------ ------ ------ ------ ------ ------
R-1
PI-54R-2 25.21M
21.46M
R1
R2
R-1
PI-56R-2
PI-557.15M
5.50M
18.09M
15.99M
R1
R2
R1
R2
R-1
R-2
MARKED "X" ON POST OF CHEVRON
UMBRELLA NAIL ON AGOT TREE
MARKED "X" ON POST OF CHEVRON
MARKED "X" ON POST OF CHEVRON
MARKED "X" ON POST OF CHEVRON
MARKED "X" ON POST OF METAL GUARD RAIL
MA
TCH
LINE
