planta perfil
DESCRIPTION
Diseño de viasTRANSCRIPT
4+
60
0
4+
70
0
4+
80
0
4+
90
0
5+
00
0
5+
10
0
5+
20
0
5+
30
0
5+
40
0
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
PC
V K
4+
53
1.5
05
Co
ta
7
5.7
22
PIV
K
4+
67
1.5
05
Co
ta
8
3.2
38
PT
V K
4+
81
1.5
05
Co
ta
7
5.4
05
L = 280.000
K = 25.540
E = -3.837
PC
V K
4+
84
6.2
18
Co
ta
7
3.4
63
PIV
K
4+
94
1.2
18
Co
ta
6
8.1
48
PT
V K
5+
03
6.2
18
Co
ta
7
0.4
77
L = 190.000
K = 23.614
E = 1.911
PC
V K
5+
05
7.0
21
Co
ta
7
0.9
87
PIV
K
5+
15
3.7
63
Co
ta
7
3.3
58
PT
V K
5+
25
0.5
05
Co
ta
6
8.2
42
L = 193.484
K = 25.000
E = -1.872
PC
V K
5+
26
1.1
92
Co
ta
6
7.6
77
PIV
K
5+
38
1.1
92
Co
ta
6
1.3
31
L1 = 120.000
K1 = 17.393
E = 4.140
+
5
.
3
7
%
-
5
.
5
9
%
+
2
.4
5
%
-
5
.
2
9
%
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
4+
50
0
IN
IC
IO
K
4+
500.000
TE
K
4+
55
5.5
26
EE
K
4+
609.526
E
T
K
4
+
6
6
3
.5
7
5
T
E
K
4
+
7
2
5
.7
8
0
EC
K
4+
779.780
C
E
K
4
+
8
6
9
.
0
0
9
E
T
K
4
+
9
2
3
.
0
0
9
T
E
K
4
+
9
5
9
.
7
9
2
E
C
K
5
+
0
1
3
.
7
9
2
C
E
K
5
+
1
6
2
.
0
9
1
E
T
E
K
5
+
2
3
6
.
0
8
6
E
C
K
5
+
3
1
0
.
0
8
1
C
E
K
5
+
4
9
4
.
3
7
4
4+600
4
+
7
0
0
4+800
4
+
9
0
0
5
+
0
0
0
5+100
5
+
2
0
0
5
+
3
0
0
5+400
5
+
5
0
0
K5
PI - 1
PI - 2
PI - 3
PI - 4
E
=
1
0
1
4
3
0
0
E
=
1
0
1
4
2
0
0
E
=
1
0
1
4
0
0
0
E
=
1
0
1
4
1
0
0
E
=
1
0
1
3
9
0
0
E
=
1
0
1
3
8
0
0
E
=
1
0
1
3
7
0
0
E
=
1
0
1
4
4
0
0
E
=
1
0
1
4
5
0
0
E
=
1
0
1
4
6
0
0
N
=
9
2
1
1
0
0
N
=
9
2
1
3
0
0
N
=
9
2
1
2
0
0
N
=
9
2
1
0
0
0
N
=
9
2
0
9
0
0
E
=
1
0
1
3
8
0
0
E
=
1
0
1
3
9
0
0
E
=
1
0
1
4
0
0
0
E
=
1
0
1
4
1
0
0
E
=
1
0
1
4
2
0
0
E
=
1
0
1
4
3
0
0
E
=
1
0
1
4
4
0
0
E
=
1
0
1
4
5
0
0
N
=
9
2
1
1
0
0
N
=
9
2
1
0
0
0
N
=
9
2
0
8
0
0
CUADRO DE ELEMENTOS DE CURVATURA
PI
COORDENADAS
Δ Rc (m) A (m) Le (m) θe Xe (m) Ye (m) ΔR (m) XM (m) TL (m) TC (m) Δc Lc (m) Te (m) Ee (m)
ABSCISAS
Norte Este TE EC CE ET
INICIO 921247.713 1013696.076
1 921207.328 1013798.148 15º 06' 23" D 205 105.214 54 7º 32' 47" 53.906 2.368 0.592 26.984 36.033 18.030 0º 00' 00" 0.000 54.245 2.391 K4 + 555.526 K4 + 609.526 K4 + 609.575 K4 + 663.575
2 921075.845 1013974.594 48º 50' 52" I 168 95.247 54 9º 12' 30" 53.861 2.888 0.723 26.977 36.049 18.044 30º 25' 52" 89.229 103.597 17.306 K4 + 725.780 K4 + 779.780 K4 + 869.009 K4 + 923.009
3 921137.090 1014258.941 72º 24' 38" D 168
95.247 54 9º 12' 30" 53.861 2.888 0.723 26.977 36.049 18.044
50º 35' 04" 148.298
150.487
K4 + 959.792 K5 + 013.792 K5 + 162.091 K5 + 236.086
111.495 73.995 12º 37' 04" 73.637 5.413 1.356 36.938 49.456 24.779 160.912
CONVENCIONES
297.37
64.88
534.90
5.05
1519.37
0.00
1850.47
0.00
1155.39
37.31
1740.65
0.00
3872.09
0.00
260.47
1966.63
0.00
8217.33
0.00
6341.64
78.59
1660.93
295.97
94.69
898.60
32.80
1327.15
0.00
557.20
0.06
537.79
3.15
1035.37
0.00
695.44
217.81
CORTE (m³)
RELLENO (m³)
CORTE (m³)
RELLENO (m³)
REF. 1
REF. 2
REF. 3
REF. 4
REFERENCIAS Y BMs
REF No.
NORTE ESTE COTA
1 921175.468 1013806.535 80.423
2 921038.291 1014010.255 73.372
3 921126.241 1014252.169 77.480
4 920826.777 1014490.814 74.526
TE EE ET TE EC CE ET TE EC CE ETE EC
PI - 1 e = 6.07% PI - 2 e = 8.00% PI - 3 e = 8.00% PI - 4 e = 8.00%
A
lc
a
n
t
a
r
il
la
Ø
=
3
6
"
S
a
li
d
a
iz
q
.
K
5
+
0
0
0
Alcantarilla Ø = 36"
Salida izq. K5 + 370
Alcantarilla Ø = 36"
Izq
. K
5 +
0
00
y a
livia
de
ro
s
Alcantarilla Ø = 36"
Izq
. K
5 +
0
00
y a
livia
de
ro
s
BORDE IZQUIERDO DE LA CALZADA
DIAGRAMA DE TRANSICIÓN DE
PERALTES
BORDE DERECHO DE LA CALZADA
EJE CENTRAL DE LA CALZADA
PERFIL MEDIA BANCA DERECHA
PERFIL MEDIA BANCA IZQUIERDA
PERFIL EJE
NIVEL DE RASANTE
ROTACIÓN DEL PERALTE RESPECTO AL
EJE CENTRAL DE LA CALZADA
REPUBLICA DE COLOMBIA
INSTITUTO NACIONAL DE VIAS MINISTERIO DE TRANSPORTE
V 1:100
PERFIL H 1:1000
PLANTA 1:1000
Escala 1 : 1000
Alcantarilla Ø = 36"
Izq
. K
4 +
8
00
y a
livia
de
ro
s
Alcantarilla Ø = 3
6"
Salida izq. K4 + 800
Sumidero Ø = 12"
sa
lid
a D
er. K
4 +
5
30
Sumidero Ø = 12"
Salida der. K4 + 530