secciones de proyectoesc. s/n - reynosa.gob.mx · area de corte = 3.84m2 area de terraplen = 0.00m2...

1
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 OFF=-5.30 R=39.34 OFF=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 OFF=-5.30 R=39.41 OFF=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 OFF=-5.30 R=39.55 OFF=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 OFF=-5.30 R=39.53 OFF=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 OFF=-5.30 R=39.51 OFF=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 OFF=-5.30 R=39.47 OFF=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 OFF=-5.30 R=39.44 OFF=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 OFF=-5.30 R=39.33 OFF=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 OFF=-5.30 R=39.17 OFF=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 OFF=-5.30 R=39.33 OFF=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 OFF=-5.01 R=39.23 OFF=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 OFF=-5.22 R=39.17 OFF=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 OFF=-5.13 R=39.20 OFF=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% 0:1 0:1 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 OFF=-5.30 R=39.28 OFF=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 OFF=-5.17 R=39.28 OFF=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% 0:1 0:1 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 RIO BRAVO A CALLE PICO DEL POTOSI COLONIA: ALMAGUER CIUDAD: REYNOSA PAVIMENTACION HIDRAULICA DE LA CALLE GENERAL RODRIGUEZ 6(&5(7$5,2 '( 2%5$6 3Ò%/,&$6 DESARROLLO URBANO Y MEDIO AMBIENTE 8%,&$&,Ï1 $54 ('8$5'2 /Ï3(= $5,$6 R. AYUNTAMIENTO DE REYNOSA, TAM. 6(&5(7$5Ë$ '( 2%5$6 3Ò%/,&$6 '(6$552//2 URBANO Y MEDIO AMBIENTE FECHA: AGOSTO 2017 N JEFE DE INFRAESTRUCTURA Y VIALIDAD 352<(&7Ï ING. CINTHIA PEREZ SOSA ING. CINTHIA PEREZ SOSA SECCIONES DE PROYECTO ESC. S/N ING. LEOPOLDO RODRIGUEZ SARMIENTO SUB SECRETARIO DE OBRAS 3Ò%/,&$6 < &216758&&,Ï1 ING. ERICK MOJICA CASTRO DIRECCION DE PROYECTOS:

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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: