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

38

39

40

41

42

43

L

C

R=

40

.2

4

T.N

.=

40

.1

9

OF

F=

-5

.3

0

R=

40

.3

1

OF

F=

5.1

3

R=

40

.3

1

AREA DE CORTE = 3.42m2

AREA DE TERRAPLEN = 0.08m2

BASE = 2.10m2

CONCRETO = 1.42m2

+0.00%

-2.00% -2.00%

0:10:1

ESCALA HORIZONTAL 1 : 100

ESCALA VERTICAL 1 : 100

ESTACION 0+660.00

-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11

38

39

40

41

42

43

L

C

R=

40

.2

0

T.N

.=

40

.1

3

OF

F=

-5

.3

0

R=

40

.1

3

OF

F=

5.3

0

R=

40

.1

5

AREA DE CORTE = 3.17m2

AREA DE TERRAPLEN = 0.27m2

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+671.63

-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11

38

39

40

41

42

43

L

C

R=

40

.1

8

T.N

.=

40

.1

4

OF

F=

-5

.3

0

R=

40

.3

0

OF

F=

5.3

0

R=

40

.2

7

AREA DE CORTE = 3.43m2

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+677.60

-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11

38

39

40

41

42

43

L

C

R=

40

.1

7

T.N

.=

40

.1

2

OF

F=

-5

.2

7

R=

40

.2

4

OF

F=

5.3

0

R=

40

.2

4

AREA DE CORTE = 3.43m2

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 0+680.00

-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11

38

39

40

41

42

43

L

C

R=

40

.1

1

T.N

.=

40

.1

0

OF

F=

-5

.3

0

R=

40

.2

4

OF

F=

5.3

0

R=

40

.1

0

AREA DE CORTE = 3.61m2

AREA DE TERRAPLEN = 0.10m2

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+700.00

-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

43

L

C

R=

40

.0

5

T.N

.=

40

.0

6

OF

F=

-5

.3

0

R=

40

.1

2

OF

F=

5.1

4

R=

40

.1

2

AREA DE CORTE = 3.96m2

AREA DE TERRAPLEN = 0.00m2

BASE = 2.10m2

CONCRETO = 1.42m2

+0.00%

-2.00% -2.00%

0:10:1

ESCALA HORIZONTAL 1 : 100

ESCALA VERTICAL 1 : 100

ESTACION 0+720.00

-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

43

L

C

R=

39

.9

9

T.N

.=

40

.0

1

OF

F=

-5

.3

0

R=

40

.0

6

OF

F=

5.2

7

R=

40

.0

6

AREA DE CORTE = 3.99m2

AREA DE TERRAPLEN = 0.00m2

BASE = 2.10m2

CONCRETO = 1.43m2

+0.00%

-2.00% -2.00%

0:10:1

ESCALA HORIZONTAL 1 : 100

ESCALA VERTICAL 1 : 100

ESTACION 0+740.00

-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

43

L

C

R=

39

.9

3

T.N

.=

39

.8

8

OF

F=

-5

.3

0

R=

40

.0

9

OF

F=

5.3

0

R=

40

.1

0

AREA DE CORTE = 3.68m2

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+760.00

-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

43

L

C

R=

39

.8

7

T.N

.=

39

.7

5

OF

F=

-5

.3

0

R=

39

.8

6

OF

F=

5.3

0

R=

40

.0

4

AREA DE CORTE = 3.24m2

AREA DE TERRAPLEN = 0.09m2

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+780.00

-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

43

L

C

R=

39

.8

6

T.N

.=

39

.7

2

OF

F=

-5

.3

0

R=

39

.8

2

OF

F=

5.3

0

R=

40

.0

1

AREA DE CORTE = 3.12m2

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+784.01

-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

.8

1

T.N

.=

39

.7

4

OF

F=

-5

.3

0

R=

39

.9

0

OF

F=

5.3

0

R=

39

.9

0

AREA DE CORTE = 3.20m2

AREA DE TERRAPLEN = 0.02m2

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+800.00

-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

.7

5

T.N

.=

39

.5

5

OF

F=

-5

.3

0

R=

39

.8

4

OF

F=

5.3

0

R=

39

.8

0

AREA DE CORTE = 2.46m2

AREA DE TERRAPLEN = 0.10m2

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+820.00

-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

.6

9

T.N

.=

39

.5

3

OF

F=

-5

.3

0

R=

39

.8

0

OF

F=

5.3

0

R=

39

.7

8

AREA DE CORTE = 2.67m2

AREA DE TERRAPLEN = 0.02m2

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+840.00

-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

.6

5

T.N

.=

39

.5

6

OF

F=

-5

.3

0

R=

39

.7

7

OF

F=

5.3

0

R=

39

.3

9

AREA DE CORTE = 2.97m2

AREA DE TERRAPLEN = 0.36m2

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+852.95

-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

.6

3

T.N

.=

39

.5

7

OF

F=

-5

.3

0

R=

39

.7

5

OF

F=

5.3

0

R=

39

.6

7

AREA DE CORTE = 3.13m2

AREA DE TERRAPLEN = 0.05m2

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+860.00

-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

.4

6

T.N

.=

39

.4

7

OF

F=

-5

.3

0

R=

39

.6

7

OF

F=

5.3

0

R=

39

.6

1

AREA DE CORTE = 3.92m2

AREA DE TERRAPLEN = 0.01m2

BASE = 2.10m2

CONCRETO = 1.44m2

+0.00%

+1.00%

-2.00%

+0.00%

0:1

0:1

ESCALA HORIZONTAL 1 : 100

ESCALA VERTICAL 1 : 100

ESTACION 0+880.00

PLANO:OBRA:

PLANO: ESC:

S/E

SEC-004

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: