westside road improvements 4 mile creek to … · sta 104+56.000 bvc 382.901 m k = 30.3 sta...
TRANSCRIPT
102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00
360
370
380
390
400
410
113+00 114+00 115+00 116+00
360
370
380
390
400
410
-4.275 %
CO
NS
TRU
CTI
ON
STA
115
+63.
505
LIM
IT O
F
-0.658 %
STA
103
+55.
193
PIV
C 3
77.2
40 m
STA
102
+70.
193
BV
C 3
77.7
99 m
STA
104
+40.
193
EV
C 3
82.0
13 m
K = 27.1170 VC
+5.615 %
STA
105
+11.
000
PIV
C 3
85.9
89 m
STA
104
+56.
000
BV
C 3
82.9
01 m
STA
105
+66.
000
EV
C 3
87.0
80 m
K = 30.3110 VC
+1.983 %
STA
106
+27.
750
PIV
C 3
88.3
04 m
STA
105
+77.
750
BV
C 3
87.3
13 m
STA
106
+77.
750
EV
C 3
90.8
95 m
K = 31.3100 VC
+5.183 %
STA
108
+95.
595
PIV
C 4
02.1
86 m
STA
107
+25.
595
BV
C 3
93.3
75 m
STA
110
+65.
595
EV
C 3
94.9
19 m
K = 36.0340 VC
-4.275 %
LO 1
02+8
8.02
0LO
377
.741
mLI
MIT
OF
CO
NS
TRU
CTI
ON
STA
103
+00.
000
HI
109+
11.9
21H
I 39
8.20
4 m
-4.321 %
STA
114
+53.
546
PIV
C 3
78.2
20 m
STA
113
+13.
546
BV
C 3
84.2
69 m
STA
115
+93.
546
EV
C 3
86.5
57 m
K = 27.2280 VC
+5.955 %
STA
112
+03.
391
VP
I 38
9.02
9 m
LO 1
14+3
1.28
1LO
381
.726
m
TYPE-A
APPROX.
ORIGIN
AL GROUND
ORIGINAL GROUND
TYPE
-A
APPR
OX.
PROFILE
Westside Road Improvements4 Mile Creek to Waterfront Farm