SIMBOLOGIA
TERRENO NATURAL
RASANTE DE PROYECTO
BASE
20 CM
CONCRETO HIDRAULICO
15 CM
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
37
38
39
40
41
42
L
C
R=
39.40
T.N
.=
39.31
OF
F=
-5.30
R=
39.34
OF
F=
5.30
R=
39.59
AREA DE CORTE = 3.26m2
AREA DE TERRAPLEN = 0.31m2
BASE = 2.10m2
CONCRETO = 1.44m2
+0.00%
+2.00%
-2.00%
+0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+896.16
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
37
38
39
40
41
42
L
C
R=
39.39
T.N
.=
39.33
OF
F=
-5.30
R=
39.41
OF
F=
5.30
R=
39.58
AREA DE CORTE = 3.26m2
AREA DE TERRAPLEN = 0.26m2
BASE = 2.10m2
CONCRETO = 1.44m2
+0.00%
+2.00%
-2.00%
+0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+900.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
37
38
39
40
41
42
L
C
R=
39.38
T.N
.=
39.34
OF
F=
-5.30
R=
39.55
OF
F=
5.30
R=
39.58
AREA DE CORTE = 3.37m2
AREA DE TERRAPLEN = 0.13m2
BASE = 2.10m2
CONCRETO = 1.44m2
+0.00%
+2.00%
-2.00%
+0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+902.23
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
37
38
39
40
41
42
L
C
R=
39.33
T.N
.=
39.39
OF
F=
-5.30
R=
39.53
OF
F=
5.30
R=
39.54
AREA DE CORTE = 4.11m2
AREA DE TERRAPLEN = 0.04m2
BASE = 2.10m2
CONCRETO = 1.44m2
+0.00%
+2.00%
-2.00%
+0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+920.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
37
38
39
40
41
42
L
C
R=
39.26
T.N
.=
39.32
OF
F=
-5.30
R=
39.51
OF
F=
5.30
R=
39.41
AREA DE CORTE = 4.15m2
AREA DE TERRAPLEN = 0.01m2
BASE = 2.10m2
CONCRETO = 1.44m2
+0.00%
+2.00%
-2.00%
+0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+940.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
37
38
39
40
41
42
L
C
R=
39.20
T.N
.=
39.11
OF
F=
-5.30
R=
39.47
OF
F=
5.30
R=
39.39
AREA DE CORTE = 3.33m2
AREA DE TERRAPLEN = 0.04m2
BASE = 2.10m2
CONCRETO = 1.44m2
+0.00%
+2.00%
-2.00%
+0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+960.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
37
38
39
40
41
42
L
C
R=
39.13
T.N
.=
39.08
OF
F=
-5.30
R=
39.44
OF
F=
5.30
R=
39.51
AREA DE CORTE = 3.55m2
AREA DE TERRAPLEN = 0.00m2
BASE = 2.10m2
CONCRETO = 1.44m2
+0.00%
+2.00%
-2.00%
+0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+980.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
36
37
38
39
40
41
42
L
C
R=
39.07
T.N
.=
39.18
OF
F=
-5.30
R=
39.33
OF
F=
5.30
R=
39.37
AREA DE CORTE = 4.99m2
AREA DE TERRAPLEN = 0.01m2
BASE = 2.10m2
CONCRETO = 1.44m2
+0.00%
+2.00%
-2.00%
+0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 1+000.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
36
37
38
39
40
41
42
L
C
R=
39.04
T.N
.=
39.34
OF
F=
-5.30
R=
39.17
OF
F=
5.30
R=
39.33
AREA DE CORTE = 5.73m2
AREA DE TERRAPLEN = 0.12m2
BASE = 2.10m2
CONCRETO = 1.44m2
+0.00%
+2.00%
-2.00%
+0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 1+008.38
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
36
37
38
39
40
41
42
L
C
R=
39.02
T.N
.=
39.31
OF
F=
-5.30
R=
39.33
OF
F=
5.30
R=
39.34
AREA DE CORTE = 5.93m2
AREA DE TERRAPLEN = 0.00m2
BASE = 2.10m2
CONCRETO = 1.44m2
+0.00%
+2.00%
-2.00%
+0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 1+013.48
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
36
37
38
39
40
41
42
L
C
R=
39.00
T.N
.=
39.25
OF
F=
-5.01
R=
39.23
OF
F=
5.30
R=
39.07
AREA DE CORTE = 5.76m2
AREA DE TERRAPLEN = 0.00m2
BASE = 2.10m2
CONCRETO = 1.41m2
+2.00%
-2.00%
+0.00%0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 1+020.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
36
37
38
39
40
41
42
L
C
R=
38.94
T.N
.=
39.12
OF
F=
-5.22
R=
39.17
OF
F=
5.30
R=
39.00
AREA DE CORTE = 5.54m2
AREA DE TERRAPLEN = 0.00m2
BASE = 2.10m2
CONCRETO = 1.43m2
+2.00%
-2.00%
+0.00%0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 1+040.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
37
38
39
40
41
42
L
C
R=
39.13
T.N
.=
39.15
OF
F=
-5.13
R=
39.20
OF
F=
5.30
R=
39.20
AREA DE CORTE = 4.39m2
AREA DE TERRAPLEN = 0.00m2
BASE = 2.10m2
CONCRETO = 1.42m2
-2.00% -2.00%
+0.00%0:10:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 1+060.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
37
38
39
40
41
42
L
C
R=
39.17
T.N
.=
39.19
OF
F=
-5.30
R=
39.28
OF
F=
5.30
R=
39.40
AREA DE CORTE = 4.21m2
AREA DE TERRAPLEN = 0.00m2
BASE = 2.10m2
CONCRETO = 1.44m2
+0.00%
-2.00% -2.00%
+0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 1+080.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
37
38
39
40
41
42
L
C
R=
39.21
T.N
.=
39.17
OF
F=
-5.17
R=
39.28
OF
F=
5.30
R=
39.28
AREA DE CORTE = 3.84m2
AREA DE TERRAPLEN = 0.00m2
BASE = 2.10m2
CONCRETO = 1.43m2
-2.00% -2.00%
+0.00%0:10:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 1+100.00
PLANO:OBRA:
PLANO: ESC:
S/E
SEC-005
SECCIONES DE
PROYECTO
UBICACION: ENTRE CARRETERA RIOBRAVO A CALLE PICO DEL POTOSICOLONIA: ALMAGUERCIUDAD: REYNOSA
PAVIMENTACION
HIDRAULICA DE LA CALLE
GENERAL RODRIGUEZ
SECRETARIO DE OBRAS PÚBLICAS,
DESARROLLO URBANO Y MEDIO AMBIENTE
UBICACIÓN
ARQ. EDUARDO LÓPEZ ARIAS
R. AYUNTAMIENTO DE REYNOSA, TAM.
SECRETARÍA DE OBRAS PÚBLICAS, DESARROLLO
URBANO Y MEDIO AMBIENTE
FECHA:
AGOSTO
2017
N
JEFE DE INFRAESTRUCTURA Y
VIALIDAD
PROYECTÓ
ING. CINTHIA PEREZ SOSA ING. CINTHIA PEREZ SOSA
SECCIONES DE PROYECTO ESC. S/N
ING. LEOPOLDO RODRIGUEZ SARMIENTO
SUB SECRETARIO DE OBRAS
PÚBLICAS, Y CONSTRUCCIÓN
ING. ERICK MOJICA CASTRO
DIRECCION DE PROYECTOS:
