-1.61% 8.49% -1.20% 1.73% -5.23% 0.62% -1.78% · lvc:40.00 k:17.80 bvc: sta:5+470.00 elev:95.202...
TRANSCRIPT
DEPARTMENT OF TRANSPORTATION
AND COMMUNICATIONS
SCHEMA Konsult Inc.Joint Venture with
PERTCONSULT International
DCCD Engineering Corporation
Philipp's Technical Consultants Corp.
Project Manager Project Manager, DOTC-PMO
E L E
V
A
T
I O
N
60
65
70
75
80
85
90
95
100
105
110
115
120
STATION
FINISHED GRADE
ORIGINAL GROUND
HORIZONTAL CURVE
VERTICAL CURVE
4+406.30 4+420 4+440 4+460 4+480 4+500 4+520 4+540 4+560 4+580 4+600 4+620 4+640 4+660 4+680 4+700 4+720 4+740 4+760 4+780 4+800 4+820 4+840 4+860 4+880 4+900 4+920 4+940 4+960 4+980 5+000
92
.3
90
91
.6
73
90
.9
19
90
.7
51
90
.8
76
91
.0
00
91
.1
25
91
.2
50
91
.3
74
91
.4
99
91
.5
72
91
.4
83
91
.2
28
90
.8
74
90
.5
18
90
.3
57
91
.1
49
92
.7
72
94
.3
40
95
.0
21
94
.8
22
94
.5
00
94
.1
93
93
.9
12
93
.6
59
93
.4
20
93
.1
80
92
.9
77
93
.0
30
93
.3
39
93
.6
84
90
.5
8
90
.2
4
90
.0
4
90
.0
0
90
.2
1
90
.2
1
90
.0
1
90
.0
1
90
.0
0
90
.0
0
90
.0
0
90
.0
0
89
.9
9
90
.0
0
90
.0
0
90
.0
0
91
.2
5
92
.7
4
93
.4
3
94
.0
4
94
.4
3
94
.3
4
93
.7
4
93
.0
2
93
.0
1
93
.0
0
92
.4
0
92
.0
9
92
.1
4
92
.1
1
92
.9
9
L=147.84m
L=31.42m
R=20m
T:13.70
g:-5.23%
T:124.21
g:0.62%
T:45.43
g:-1.78%
T:22.19
g:8.49%
T:30.15
g:-1.61%
T:50.00
g:-1.20%
T:86.22
g:1.73%
L:40.00
R:683.08
L:58.018
R:2414.98
L:40.00
R:389.50
L:40.000
R:396.15
L:60.00
R:14643.00
L:40.00
R:1368.25
-5.2
3%
0.62%
-1.78%
8
.4
9
%
-1.61%
-1.20%
1.73%
GR
AD
E B
RE
AK
S
TA
=
4+
406.30
ELE
V =
92.390
PVI STA:4+440.00
PVI ELEV:90.63
Mo:0.293
LVC:40.00
K:6.83
BV
C:
ST
A:4+
420.00
ELE
V:91.673
EV
C:
ST
A:4+
460.00
ELE
V:90.751
PVI STA:4+707.66
PVI ELEV:90.03
Mo:0.513
LVC:40.00
K:3.89
BV
C:
ST
A:4+
687.66
ELE
V:90.381
EV
C:
ST
A:4+
727.66
ELE
V:91.724
PVI STA:4+850.00
PVI ELEV:94.02
Mo:0.031
LVC:60.00
K:146.43
BV
C:
ST
A:4+
820.00
ELE
V:94.500
EV
C:
ST
A:4+
880.00
ELE
V:93.659
PVI STA:4+950.00
PVI ELEV:92.82
Mo:0.146
LVC:40.00
K:13.68
BV
C:
ST
A:4+
930.00
ELE
V:93.061
EV
C:
ST
A:4+
970.00
ELE
V:93.166
PVI STA:4+613.22
PVI ELEV:91.71
Mo:0.174
LVC:58.02
K:24.15
BV
C:
ST
A:4+
584.21
ELE
V:91.525
EV
C:
ST
A:4+
642.23
ELE
V:91.190
PVI STA:4+769.85
PVI ELEV:95.31
Mo:0.505
LVC:40.00
K:3.96
BV
C:
ST
A:4+
749.85
ELE
V:93.608
EV
C:
ST
A:4+
789.85
ELE
V:94.985
STA:4+613.19
ELEV:91.53
60
65
70
75
80
85
90
95
100
105
110
115
120
5+000 5+020 5+040 5+060 5+080 5+100 5+120 5+140 5+160 5+180 5+200 5+220 5+240 5+260 5+280 5+300 5+320 5+340 5+360 5+380 5+400 5+420 5+440 5+460 5+480 5+500 5+520 5+540 5+560 5+580 5+600
94
.0
30
94
.3
75
94
.7
15
94
.8
79
94
.7
84
94
.6
02
94
.4
20
94
.2
38
94
.0
57
93
.8
75
93
.6
93
93
.5
11
93
.3
30
93
.1
48
92
.9
77
92
.9
96
93
.2
49
93
.5
49
93
.8
50
94
.1
50
94
.4
51
94
.7
52
95
.0
52
95
.3
25
95
.4
00
95
.2
80
95
.1
31
94
.9
82
94
.8
33
94
.6
84
93
.40
92
.99
93
.87
96
.32
93
.00
93
.00
93
.00
93
.60
93
.00
92
.54
92
.38
93
.66
94
.05
92
.3
1
91
.98
92
.27
92
.42
93
.00
93
.00
93
.62
93
.84
94
.4
1
94
.00
94
.00
94
.63
94
.28
94
.00
94
.39
94
.00
94
.00
L=1250.85m
T:86.22
g:1.73%
T:197.90
g:-0.91%
T:137.73
g:1.50%
T:149.96
g:-0.74%
L:40.000
R:1517.91
L:38.15
R:1581.88
L:40.000
R:1779.81
1.73% -0.91%
1.50%
-0.74%
PVI STA:5+313.19
PVI ELEV:92.85
Mo:0.115
LVC:38.15
K:15.82
BV
C:
ST
A:5+
294.12
ELE
V:93.019
EV
C:
ST
A:5+
332.27
ELE
V:93.133
PVI STA:5+076.22
PVI ELEV:95.00
Mo:0.132
LVC:40.00
K:15.18
BV
C:
ST
A:5+
056.22
ELE
V:94.655
EV
C:
ST
A:5+
096.22
ELE
V:94.818
PVI STA:5+490.00
PVI ELEV:95.50
Mo:0.112
LVC:40.00
K:17.80
BV
C:
ST
A:5+
470.00
ELE
V:95.202
EV
C:
ST
A:5+
510.00
ELE
V:95.354
STA:5+313.19
ELEV:92.96
60
65
70
75
80
85
90
95
100
105
110
115
120
2
CAPR2
E L E
V
A
T
I O
N
60
65
70
75
80
85
90
95
100
105
110
115
120
STATION
FINISHED GRADE
ORIGINAL GROUND
HORIZONTAL CURVE
VERTICAL CURVE
SCALE 1:1000 MTS
60
65
70
75
80
85
90
95
100
105
110
115
120
DEPARTMENT OF TRANSPORTATION
AND COMMUNICATIONS
SCHEMA Konsult Inc.Joint Venture with
PERTCONSULT International
DCCD Engineering Corporation
Philipp's Technical Consultants Corp.
Project Manager Project Manager, DOTC-PMO
5+600 5+620 5+640 5+660 5+680 5+700 5+720 5+740 5+760 5+780 5+800 5+820 5+840 5+860 5+880 5+900 5+920 5+940 5+960 5+980 6+000 6+020 6+040 6+060 6+080 6+099.47
94
.5
35
94
.3
86
94
.2
37
94
.1
51
94
.1
91
94
.3
57
94
.6
49
95
.0
04
95
.3
59
95
.7
14
96
.0
68
96
.4
50
97
.0
37
97
.8
35
98
.6
64
98
.8
42
97
.7
15
95
.9
33
94
.1
52
92
.5
39
91
.6
86
91
.4
75
91
.3
15
91
.1
55
91
.0
00
94
.2
0
94
.0
0
94
.0
0
94
.0
0
94
.2
8
94
.0
5
94
.4
6
94
.0
1
94
.0
0
95
.0
0
95
.0
0
95
.8
0
96
.0
0
97
.6
2
99
.9
0
98
.9
3
97
.2
4
94
.8
7
92
.7
0
89
.8
5
89
.3
7
89
.9
7
90
.3
8
90
.3
2
90
.6
6
L=15.71m
R=20m
L=151.02m
L=15.71m
R=20m
L=21.72m
L=31.42m
R=20m
L=27.50m
T:47.08
g:-8.91%
T:72.36
g:-0.80%
T:90.45
g:1.77%
T:29.61
g:4.15%
L:80.00
R:3176.55
L:40.00
R:1685.66
L:40.000
R:306.41
L:40.00
R:493.26
-8
.9
1
%
-0.80%
1.77%
4.1
5%
GR
AD
E B
RE
AK
S
TA
=
6+
099.47
ELE
V =
91.000
PVI STA:5+699.96
PVI ELEV:93.94
Mo:0.252
LVC:80.00
K:31.77
BV
C:
ST
A:5+
659.96
ELE
V:94.237
EV
C:
ST
A:5+
739.96
ELE
V:94.649
PVI STA:5+850.42
PVI ELEV:96.61
Mo:0.119
LVC:40.00
K:16.86
BV
C:
ST
A:5+
830.42
ELE
V:96.253
EV
C:
ST
A:5+
870.42
ELE
V:97.437
PVI STA:6+007.11
PVI ELEV:91.74
Mo:0.405
LVC:40.00
K:4.93
BV
C:
ST
A:5+
987.11
ELE
V:93.519
EV
C:
ST
A:6+
027.11
ELE
V:91.578
PVI STA:5+920.02
PVI ELEV:99.49
Mo:0.653
LVC:40.00
K:3.06
BV
C:
ST
A:5+
900.02
ELE
V:98.665
EV
C:
ST
A:5+
940.02
ELE
V:97.713
E L E
V
A
T
I O
N
60
65
70
75
80
85
90
95
100
105
110
115
120
STATION
FINISHED GRADE
ORIGINAL GROUND
HORIZONTAL CURVE
VERTICAL CURVE
SCALE 1:1000 MTS
3
CAPR2
DEPARTMENT OF TRANSPORTATION
Project ManagerPhilipp's Technical Consultants Corp.
Joint Venture with
AND COMMUNICATIONS
SCHEMA Konsult Inc.
PERTCONSULT International
DCCD Engineering Corporation
Project Manager, DOTC-PMO
SCALE 1:100 MTS
4
CAPR2