42 +1.00% -2.00% - reynosa.gob.mx · area de corte = 3.92m2 area de terraplen = 0.01m2 base =...
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 38 39 40 41 42 43 L C R=40.24 T.N.=40.19 OFF=-5.30 R=40.31 OFF=5.13 R=40.31 AREA DE CORTE = 3.42m2 AREA DE TERRAPLEN = 0.08m2 BASE = 2.10m2 CONCRETO = 1.42m2 +0.00% -2.00% -2.00% 0:1 0:1 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=40.20 T.N.=40.13 OFF=-5.30 R=40.13 OFF=5.30 R=40.15 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=40.18 T.N.=40.14 OFF=-5.30 R=40.30 OFF=5.30 R=40.27 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=40.17 T.N.=40.12 OFF=-5.27 R=40.24 OFF=5.30 R=40.24 AREA DE CORTE = 3.43m2 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 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=40.11 T.N.=40.10 OFF=-5.30 R=40.24 OFF=5.30 R=40.10 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=40.05 T.N.=40.06 OFF=-5.30 R=40.12 OFF=5.14 R=40.12 AREA DE CORTE = 3.96m2 AREA DE TERRAPLEN = 0.00m2 BASE = 2.10m2 CONCRETO = 1.42m2 +0.00% -2.00% -2.00% 0:1 0:1 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=39.99 T.N.=40.01 OFF=-5.30 R=40.06 OFF=5.27 R=40.06 AREA DE CORTE = 3.99m2 AREA DE TERRAPLEN = 0.00m2 BASE = 2.10m2 CONCRETO = 1.43m2 +0.00% -2.00% -2.00% 0:1 0:1 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=39.93 T.N.=39.88 OFF=-5.30 R=40.09 OFF=5.30 R=40.10 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=39.87 T.N.=39.75 OFF=-5.30 R=39.86 OFF=5.30 R=40.04 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=39.86 T.N.=39.72 OFF=-5.30 R=39.82 OFF=5.30 R=40.01 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=39.81 T.N.=39.74 OFF=-5.30 R=39.90 OFF=5.30 R=39.90 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=39.75 T.N.=39.55 OFF=-5.30 R=39.84 OFF=5.30 R=39.80 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=39.69 T.N.=39.53 OFF=-5.30 R=39.80 OFF=5.30 R=39.78 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=39.65 T.N.=39.56 OFF=-5.30 R=39.77 OFF=5.30 R=39.39 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=39.63 T.N.=39.57 OFF=-5.30 R=39.75 OFF=5.30 R=39.67 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=39.46 T.N.=39.47 OFF=-5.30 R=39.67 OFF=5.30 R=39.61 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 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:
Transcript of 42 +1.00% -2.00% - reynosa.gob.mx · area de corte = 3.92m2 area de terraplen = 0.01m2 base =...
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:
