A COSALA - compranet.sinaloa.gob.mx · factor de abundamiento factor de compactacion ordenadas de...
5
A VADO HONDO 0+000.00 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+070.00 0+080.00 0+090.00 0+100.00 0+110.00 0+120.00 0+130.00 0+140.00 0+150.00 0+160.00 0+170.00 0+180.00 0+190.00 0+200.00 0+203.00 0+000.00 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+070.00 0+080.00 0+090.00 0+100.00 0+110.00 0+120.00 10 KMS A COSALA TRAMO 3 TRAMO 2 ahogada en concreto Pavimento existente piedra TERRAPLEN EMPEDRADO EN CONCRETO 6.00 0.25 0.35 0.40 0.20 0.60 0.25 0.35 0.40 0.20 0.60 0.65 4.70 0.65 6.00 Scale: 1:3 Seccion de proyecto 1 0.35 0.65 0.15 0.20 0.50 0.15 0.05 =DETALLE DE GUARNICION= OBRA DIBUJO REVISO AUTORIZO FECHA No: HOJA CONTENIDO H. AYUNTAMIENTO DE COSALA DIRECCION DE OBRAS PUBLICAS FEB/2019 1 PLANTA DE EJE CENTRAL TRAMOS 2 Y 3 DEPARTAMENTO TECNICO C.ING. FAUSTINO RODRIGUEZ C. JESUS ENRIQUE FELIX GONZALEZ CONSTRUCCION DE EMPEDRADO EN CALLE PRINCIPAL Y ACCESO SEGUNDA ETAPA DE LA COMUNIDAD DE VADO HONDO, MUNICIPIO DE COSALA, ESTADO DE SINALOA
Transcript of A COSALA - compranet.sinaloa.gob.mx · factor de abundamiento factor de compactacion ordenadas de...
A VADO HONDO
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10 KMS
A COSALA
TRAMO 3
TRAMO 2
ahogada en concreto
Pavimento existente piedra
TERRAPLEN
EMPEDRADO EN CONCRETO
6.00
0.25
0.35
0.40
0.20
0.60
0.25
0.35
0.40
0.20
0.60
0.654.700.65
6.00
Scale: 1:3
Seccion de proyecto
1
0.3
5
0.65
0.1
50
.2
0
0.500.15
0.05
=DETALLE DE GUARNICION=
OBRA
DIBUJO
REVISO
AUTORIZO
FECHA No: HOJA
CONTENIDO
H. AYUNTAMIENTO DE COSALA
DIRECCION DE OBRAS PUBLICAS
FEB/2019
1
PLANTA DE EJE CENTRAL TRAMOS 2 Y 3
DEPARTAMENTO TECNICO
C.ING. FAUSTINO RODRIGUEZ
C. JESUS ENRIQUE FELIX GONZALEZ
CONSTRUCCION DE EMPEDRADO EN CALLE PRINCIPAL Y ACCESO SEGUNDA ETAPA DE
LA COMUNIDAD DE VADO HONDO, MUNICIPIO DE COSALA, ESTADO DE SINALOA
AutoCAD SHX Text
N
EST=
0+
000.00
Elev=
364.080
EST=
0+
040.00
Elev=
362.600
EST=
0+
080.00
Elev=
361.900
EST=
0+
110.00
Elev=
361.310
EST=
0+
160.00
Elev=
361.400
EST=
0+
193.00
Elev=
361.020
EST=
0+
203.00
Elev=
361.890
385
380
375
370
365
360
355
350
345
340
TIPO DE
MATERIAL
FACTOR DE
ABUNDAMIENTO
FACTOR DE
COMPACTACION
ORDENADAS DE LA
CURVA MASA
TERRAPLEN
CORTE
TERRAPLEN
CORTE
SUBRASANTE
TERRENO
VO
LU
MEN
ESPESO
RELEV
ACIO
N
ESCALA HORIZONTAL 1 : 1000
ESCALA VERTICAL 1 : 500
Perfil.-Tramo 2 (Acceso a Vado Hondo)
-3
.7
0
0
0
%
e
n
4
0
.0
0
m
-1.7500 %
en 40.00m
-1.9667 %
en 30.00m
+0.1800 % en 50.00m -1.1515 % en 33.00m
+
8
.
7
0
0
0
%
e
n
1
0
.
0
0
m
0+
000.00
10,000
0.00
0.00
0.60
363.48
364.08
0+
010.00
10,030
0.00
29.97
0.40
363.11
363.52
0+
020.00
10,048
0.00
18.27
0.21
362.74
362.95
0+
030.00
10,067
0.00
18.27
0.40
362.37
362.78
0+
040.00
10,096
0.00
29.97
0.60
362.00
362.60
0+
050.00
10,131
0.00
34.47
0.55
361.83
362.38
0+
060.00
10,163
0.00
31.77
0.51
361.65
362.16
0+
070.00
10,194
0.00
31.77
0.55
361.48
362.03
0+
080.00
10,229
0.00
34.47
0.60
361.30
361.90
0+
090.00
10,266
0.00
36.77
0.63
361.10
361.74
0+
100.00
10,304
0.00
38.67
0.66
360.91
361.57
0+
110.00
10,342
0.00
37.72
0.60
360.71
361.31
0+
120.00
10,382
0.00
39.48
0.72
360.73
361.45
0+
130.00
10,426
0.00
44.10
0.75
360.75
361.50
0+
140.00
10,472
0.00
46.02
0.79
360.76
361.55
0+
150.00
10,516
0.00
44.19
0.69
360.78
361.48
0+
160.00
10,555
0.00
38.61
0.60
360.80
361.40
0+
170.00
10,600
0.00
45.04
0.91
360.68
361.59
0+
180.00
10,659
0.00
59.45
1.08
360.57
361.65
0+
190.00
10,713
0.00
53.55
0.71
360.45
361.17
0+
200.00
10,752
0.00
39.15
0.60
361.03
361.63
0+
203.00
10,762
0.00
10.75
0.60
361.29
361.89
TOTAL VOLUMEN CORTE = 762.46m3
TOTAL VOLUMEN TERRAPLEN = 0.00m3
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
361
362
363
364
365
366
367
L
C
R=
363.48
T.N
.=
364.08
OFF=
-3.00
R=
364.06
OFF=
3.00
R=
364.09
AREA DE CORTE = 3.58m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+000.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
361
362
363
364
365
366
L
C
R=
363.11
T.N
.=
363.52
OFF=
-3.00
R=
363.50
OFF=
3.00
R=
363.52
AREA DE CORTE = 2.41m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+010.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
360
361
362
363
364
365
366
L
C
R=
362.74
T.N
.=
362.95
OFF=
-3.00
R=
362.93
OFF=
3.00
R=
362.96
AREA DE CORTE = 1.24m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+020.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
360
361
362
363
364
365
L
C
R=
362.37
T.N
.=
362.78
OFF=
-3.00
R=
362.76
OFF=
3.00
R=
362.78
AREA DE CORTE = 2.41m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+030.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
360
361
362
363
364
365
L
C
R=
362.00
T.N
.=
362.60
OFF=
-3.00
R=
362.58
OFF=
3.00
R=
362.61
AREA DE CORTE = 3.58m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+040.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
359
360
361
362
363
364
365
L
C
R=
361.83
T.N
.=
362.38
OFF=
-3.00
R=
362.36
OFF=
3.00
R=
362.39
AREA DE CORTE = 3.31m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+050.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
359
360
361
362
363
364
365
L
C
R=
361.65
T.N
.=
362.16
OFF=
-3.00
R=
362.14
OFF=
3.00
R=
362.17
AREA DE CORTE = 3.04m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+060.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
359
360
361
362
363
364
365
L
C
R=
361.48
T.N
.=
362.03
OFF=
-3.00
R=
362.01
OFF=
3.00
R=
362.04
AREA DE CORTE = 3.31m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+070.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
359
360
361
362
363
364
L
C
R=
361.30
T.N
.=
361.90
OFF=
-3.00
R=
361.88
OFF=
3.00
R=
361.91
AREA DE CORTE = 3.58m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+080.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
359
360
361
362
363
364
L
C
R=
361.10
T.N
.=
361.74
OFF=
-3.00
R=
361.72
OFF=
3.00
R=
361.74
AREA DE CORTE = 3.77m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+090.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
358
359
360
361
362
363
364
L
C
R=
360.91
T.N
.=
361.57
OFF=
-3.00
R=
361.55
OFF=
3.00
R=
361.58
AREA DE CORTE = 3.96m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+100.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
358
359
360
361
362
363
364
L
C
R=
360.71
T.N
.=
361.31
OFF=
-3.00
R=
361.29
OFF=
3.00
R=
361.32
AREA DE CORTE = 3.58m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+110.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
358
359
360
361
362
363
364
L
C
R=
360.73
T.N
.=
361.45
OFF=
-3.00
R=
361.43
OFF=
3.00
R=
361.46
AREA DE CORTE = 4.31m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+120.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
358
359
360
361
362
363
364
L
C
R=
360.75
T.N
.=
361.50
OFF=
-3.00
R=
361.48
OFF=
3.00
R=
361.51
AREA DE CORTE = 4.51m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+130.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
358
359
360
361
362
363
364
L
C
R=
360.76
T.N
.=
361.55
OFF=
-3.00
R=
361.53
OFF=
3.00
R=
361.56
AREA DE CORTE = 4.70m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+140.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
358
359
360
361
362
363
364
L
C
R=
360.78
T.N
.=
361.48
OFF=
-3.00
R=
361.46
OFF=
3.00
R=
361.48
AREA DE CORTE = 4.14m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+150.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
358
359
360
361
362
363
364
L
C
R=
360.80
T.N
.=
361.40
OFF=
-3.00
R=
361.38
OFF=
3.00
R=
361.41
AREA DE CORTE = 3.58m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+160.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
358
359
360
361
362
363
364
L
C
R=
360.68
T.N
.=
361.59
OFF=
-3.00
R=
361.57
OFF=
3.00
R=
361.60
AREA DE CORTE = 5.43m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+170.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
358
359
360
361
362
363
364
L
C
R=
360.57
T.N
.=
361.65
OFF=
-3.00
R=
361.63
OFF=
3.00
R=
361.66
AREA DE CORTE = 6.46m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+180.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
358
359
360
361
362
363
364
L
C
R=
360.45
T.N
.=
361.17
OFF=
-3.00
R=
361.15
OFF=
3.00
R=
361.17
AREA DE CORTE = 4.25m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+190.00
EST=
0+
000.00
Elev=
373.600
EST=
0+
028.00
Elev=
371.420
EST=
0+
060.00
Elev=
371.370
EST=
0+
080.00
Elev=
370.540
EST=
0+
102.00
Elev=
370.000
EST=
0+
120.00
Elev=
369.800
395
390
385
380
375
370
365
360
355
350
TIPO DE
MATERIAL
FACTOR DE
ABUNDAMIENTO
FACTOR DE
COMPACTACION
ORDENADAS DE LA
CURVA MASA
TERRAPLEN
CORTE
TERRAPLEN
CORTE
SUBRASANTE
TERRENO
VO
LU
MEN
ESPESO
RELEV
ACIO
N
ESCALA HORIZONTAL 1 : 1000
ESCALA VERTICAL 1 : 500
Perfil.- Tramo 3 (Entronque a carrtera)
-
7
.
7
8
5
7
%
e
n
2
8
.
0
0
m
-0.1563 % en 32.00m
-
4
.1
5
0
0
%
e
n
2
0
.0
0
m
-2.4
545 %
en 2
2.0
0m
-1.1111 % en 18.00m
0+
000.00
10,000
0.00
0.00
0.60
373.00
373.60
0+
010.00
10,031
0.00
31.36
0.55
372.22
372.77
0+
020.00
10,060
0.00
28.99
0.52
371.44
371.96
0+
030.00
10,092
0.00
31.73
0.64
370.82
371.45
0+
040.00
10,133
0.00
40.66
0.82
370.80
371.62
0+
050.00
10,176
0.00
42.84
0.71
370.79
371.50
0+
060.00
10,212
0.00
36.28
0.60
370.77
371.37
0+
070.00
10,245
0.00
33.00
0.60
370.36
370.96
0+
080.00
10,278
0.00
33.00
0.60
369.94
370.54
0+
090.00
10,311
0.00
33.00
0.60
369.69
370.29
0+
100.00
10,344
0.00
33.00
0.60
369.45
370.05
0+
110.00
10,377
0.00
33.00
0.60
369.31
369.91
0+
120.00
10,410
0.00
33.00
0.60
369.20
369.80
TOTAL VOLUMEN CORTE = 409.86m3
TOTAL VOLUMEN TERRAPLEN = 0.00m3
-7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7
371
372
373
374
375
376
L
C
R=
373.00
T.N
.=
373.60
OFF=
-3.00
R=
373.48
OFF=
3.00
R=
373.52
AREA DE CORTE = 3.30m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+000.00
-7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7
370
371
372
373
374
375
L
C
R=
372.22
T.N
.=
372.77
OFF=
-3.00
R=
372.65
OFF=
3.00
R=
372.69
AREA DE CORTE = 2.97m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+010.00
-7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7
369
370
371
372
373
374
375
L
C
R=
371.44
T.N
.=
371.96
OFF=
-3.00
R=
371.84
OFF=
3.00
R=
371.88
AREA DE CORTE = 2.83m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+020.00
-7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7
368
369
370
371
372
373
374
L
C
R=
370.82
T.N
.=
371.45
OFF=
-3.00
R=
371.33
OFF=
3.00
R=
371.37
AREA DE CORTE = 3.52m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+030.00
-7 -6
-5
-4 -3 -2 -1 0 1 2 3 4
5
6 7
368
369
370
371
372
373
374
L
C
R=
370.80
T.N
.=
371.62
OFF=
-3.00
R=
371.50
OFF=
3.00
R=
371.54
AREA DE CORTE = 4.61m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+040.00
-7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7
368
369
370
371
372
373
374
L
C
R=
370.79
T.N
.=
371.50
OFF=
-3.00
R=
371.38
OFF=
3.00
R=
371.42
AREA DE CORTE = 3.96m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+050.00
-7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7
368
369
370
371
372
373
374
L
C
R=
370.77
T.N
.=
371.37
OFF=
-3.00
R=
371.25
OFF=
3.00
R=
371.29
AREA DE CORTE = 3.30m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+060.00
-7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7
368
369
370
371
372
373
L
C
R=
370.36
T.N
.=
370.96
OFF=
-3.00
R=
370.84
OFF=
3.00
R=
370.88
AREA DE CORTE = 3.30m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+070.00
-7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7
367
368
369
370
371
372
373
L
C
R=
369.94
T.N
.=
370.54
OFF=
-3.00
R=
370.42
OFF=
3.00
R=
370.46
AREA DE CORTE = 3.30m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+080.00
-7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7
367
368
369
370
371
372
373
L
C
R=
369.69
T.N
.=
370.29
OFF=
-3.00
R=
370.17
OFF=
3.00
R=
370.21
AREA DE CORTE = 3.30m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+090.00
-7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7
367
368
369
370
371
372
373
L
C
R=
369.45
T.N
.=
370.05
OFF=
-3.00
R=
369.93
OFF=
3.00
R=
369.97
AREA DE CORTE = 3.30m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+100.00
-7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7
367
368
369
370
371
372
L
C
R=
369.31
T.N
.=
369.91
OFF=
-3.00
R=
369.79
OFF=
3.00
R=
369.83
AREA DE CORTE = 3.30m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+110.00
-7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7
367
368
369
370
371
372
L
C
R=
369.20
T.N
.=
369.80
OFF=
-3.00
R=
369.68
OFF=
3.00
R=
369.72
AREA DE CORTE = 3.30m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+120.00
-13 -12 -11 -10 -9 -8 -7 -6
-5
-4 -3 -2 -1 0 1 2 3 4
5
6 7 8 9 10 11 12 13
359
360
361
362
363
364
L
C
R=
361.03
T.N
.=
361.63
OFF=
-3.00
R=
361.61
OFF=
3.00
R=
361.64
AREA DE CORTE = 3.58m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+200.00
-13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 12 13
359
360
361
362
363
364
L
C
R=
361.29
T.N
.=
361.89
OFF=
-3.00
R=
361.87
OFF=
3.00
R=
361.90
AREA DE CORTE = 3.58m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+203.00
OBRA
DIBUJO
REVISO
AUTORIZO
FECHA No: HOJA
CONTENIDO
H. AYUNTAMIENTO DE COSALA
DIRECCION DE OBRAS PUBLICAS
FEB/2019
2
PERFIL TOPOGRAFICO Y SECCIONES EN TRAMOS 2 Y 3
DEAPRTAMENTO TECNICO
C.ING. FAUSTINO RODRIGUEZ
C. JESUS ENRIQUE FELIX GONZALEZ
CONSTRUCCION DE EMPEDRADO EN CALLE PRINCIPAL Y ACCESO SEGUNDA ETAPA DE
LA COMUNIDAD DE VADO HONDO, MUNICIPIO DE COSALA, ESTADO DE SINALOA
AutoCAD SHX Text
N
TRAMO 1
0
+
0
0
0
.
0
0
0
+
0
1
0
.
0
0
0
+
0
2
0
.
0
0
0
+
0
3
0
.
0
0
0
+
0
4
0
.
0
0
0+
050.00
0
+
0
6
0
.
0
0
0
+
0
7
0
.
0
0
0
+
0
8
0
.
0
0
0
+
0
9
0
.
0
0
0
+
1
0
0
.
0
0
0
+
1
1
0
.
0
0
0
+
1
2
0
.
0
0
0
+
1
3
0
.
0
0
0
+
1
4
0
.
0
0
0
+
1
5
0
.
0
0
0
+
1
6
0
.
0
0
0
+
1
7
0
.
0
0
0
+
1
8
0
.
0
0
0
+
1
9
0
.
0
0
0
+
2
0
0
.
0
0
0
+
2
1
0
.
0
0
0
+
2
2
0
.
0
0
0
+
2
3
0
.
0
0
0
+
2
4
0
.
0
0
0
+
2
5
0
.
0
0
0
+
2
6
0
.
0
0
0
+
2
7
0
.
0
0
0
+
2
8
0
.
0
0
0
+
2
9
0
.
0
0
0
+
3
0
0
.
0
0
0
+
3
1
0
.
0
0
0
+
3
2
0
.
0
0
0
+
3
3
0
.
0
0
0
+
3
4
0
.
0
0
0
+
3
5
0
.
0
0
0
+
3
6
0
.
0
0
0
+
3
7
0
.
0
0
0
+
3
8
0
.
0
0
0
+
3
9
0
.
0
0
0
+
4
0
0
.
0
0
0
+
4
0
6
.
0
0
A CASCADAS
VADO HONDO
10 KMS
A COSALA
0
+
1
4
5
.
0
0
0
+
1
6
5
.
0
0
I
n
i
c
i
a
P
u
e
n
t
e
0
+
3
0
3
.
0
0
T
e
r
m
i
n
a
P
u
e
n
t
e
0
+
3
1
1
.
0
0
ESCUELA
PRIMARIA
L=10.00 Mts.
Contencion
Muro de
L=10.00 Mts.
Contencion
Muro de
L=5.00 Mts.
Contencion
Muro de
L=5.00 Mts.
Contencion
Muro de
PANTEON
L=6.00 Mts.
Contencion
Muro de
L=6.00 Mts.
Contencion
Muro de
CANCHA
IGLESIA
MAMPOSTERIA
TANQUE
L=6.00 Mts.
Contencion
Muro de
L=6.00 Mts.
Contencion
Muro de
TERRAPLEN
EMPEDRADO EN CONCRETO
6.00
0.25
0.35
0.40
0.20
0.60
0.25
0.35
0.40
0.20
0.60
0.654.700.65
6.00
Scale: 1:3
Seccion de proyecto
1
OBRA
DIBUJO
REVISO
AUTORIZO
FECHA No: HOJA
CONTENIDO
H. AYUNTAMIENTO DE COSALA
DIRECCION DE OBRAS PUBLICAS
FEB/2019
3
PLANTA DE EJE CENTRAL TRAMO 1
DEPARTAMENTO TECNICO
C.ING. FAUSTINO RODRIGUEZ
C. JESUS FELIX GONZALEZ
CONSTRUCCION DE EMPEDRADO EN CALLE PRINCIPAL Y ACCESO SEGUNDA ETAPA DE
LA COMUNIDAD DE VADO HONDO, MUNICIPIO DE COSALA, ESTADO DE SINALOA
AutoCAD SHX Text
N
EST=
0+
000.00
Elev=
375.000
EST=
0+
036.00
Elev=
377.720
EST=
0+
071.00
Elev=
377.240
EST=
0+
120.00
Elev=
375.340
EST=
0+
140.00
Elev=
375.150
EST=
0+
180.00
Elev=
375.100
EST=
0+
210.00
Elev=
376.480
EST=
0+
252.00
Elev=
379.050
EST=
0+
320.00
Elev=
376.630
EST=
0+
340.00
Elev=
376.820
EST=
0+
380.00
Elev=
378.450
EST=
0+
400.00
Elev=
379.740
400
395
390
385
380
375
370
365
360
355
TIPO DE
MATERIAL
FACTOR DE
ABUNDAMIENTO
FACTOR DE
COMPACTACION
ORDENADAS DE LA
CURVA MASA
TERRAPLEN
CORTE
TERRAPLEN
CORTE
SUBRASANTE
TERRENO
VO
LU
MEN
ESPESO
RELEV
ACIO
N
ESCALA HORIZONTAL 1 : 1000
ESCALA VERTICAL 1 : 500
Perfil.- Tramo 1 (Principal)
+
7
.
5
5
5
6
%
e
n
3
6
.
0
0
m
-1.3714 % en 35.00m
-3
.8
7
7
6
%
e
n
4
9
.0
0
m
-0.9500 % en 20.00m
-0.1250 % en 40.00m
+
4
.6
0
0
0
%
e
n
3
0
.0
0
m
+
6
.
1
1
9
0
%
e
n
4
2
.
0
0
m
-3
.5
5
8
8
%
e
n
6
8
.0
0
m
+0.9500 % en 20.00m
+
4
.0
7
5
0
%
e
n
4
0
.0
0
m+
6
.
4
5
0
0
%
e
n
2
0
.
0
0
m
0+
000.00
10,000
0.00
0.00
0.60
374.40
375.00
0+
010.00
10,036
0.00
36.06
0.60
375.16
375.76
0+
020.00
10,072
0.00
36.32
0.60
375.91
376.51
0+
030.00
10,109
0.00
36.21
0.60
376.67
377.27
0+
040.00
10,144
0.00
34.96
0.57
377.07
377.64
0+
050.00
10,176
0.00
32.42
0.52
376.93
377.45
0+
060.00
10,205
0.00
29.40
0.47
376.79
377.26
0+
070.00
10,237
0.00
31.42
0.59
376.65
377.24
0+
080.00
10,269
0.00
31.79
0.48
376.29
376.77
0+
090.00
10,295
0.00
26.44
0.40
375.90
376.31
0+
100.00
10,317
0.00
22.03
0.32
375.52
375.84
0+
110.00
10,341
0.00
23.90
0.46
375.13
375.59
0+
120.00
10,373
0.00
32.17
0.60
374.74
375.34
0+
130.00
10,409
0.00
36.13
0.60
374.65
375.25
0+
140.00
10,445
0.00
35.91
0.60
374.55
375.15
0+
150.00
10,487
0.00
41.97
0.79
374.54
375.33
0+
160.00
10,535
0.00
47.68
0.78
374.53
375.30
0+
170.00
10,581
0.00
46.43
0.75
374.51
375.26
0+
180.00
10,622
0.00
41.18
0.60
374.50
375.10
0+
190.00
10,657
0.00
34.50
0.52
374.96
375.49
0+
200.00
10,687
0.00
30.00
0.45
375.42
375.87
0+
210.00
10,719
0.00
32.25
0.60
375.88
376.48
0+
220.00
10,764
0.00
45.09
0.88
376.49
377.37
0+
230.00
10,815
0.00
51.13
0.80
377.10
377.91
0+
240.00
10,862
0.00
46.51
0.72
377.72
378.44
0+
250.00
10,903
0.00
41.10
0.62
378.33
378.95
0+
260.00
10,949
0.00
46.21
0.89
378.17
379.06
0+
270.00
10,998
0.00
48.61
0.70
377.81
378.51
0+
280.00
11,037
0.00
39.36
0.59
377.45
378.04
0+
290.00
11,075
0.00
37.46
0.64
377.10
377.74
0+
300.00
11,115
0.00
40.52
0.69
376.74
377.43
0+
310.00
11,170
0.00
54.56
1.11
376.39
377.49
0+
320.00
11,222
0.00
51.91
0.60
376.03
376.63
0+
330.00
11,258
0.00
36.75
0.60
376.13
376.73
0+
340.00
11,295
0.00
36.75
0.60
376.22
376.82
0+
350.00
11,337
0.00
41.78
0.77
376.63
377.40
0+
360.00
11,389
0.00
51.83
0.94
377.04
377.97
0+
370.00
11,441
0.00
51.83
0.77
377.44
378.21
0+
380.00
11,482
0.00
41.78
0.60
377.85
378.45
0+
390.00
11,519
0.00
36.75
0.60
378.50
379.10
0+
400.00
11,556
0.00
36.75
0.60
379.14
379.74
TOTAL VOLUMEN CORTE = 1,556.28m3
TOTAL VOLUMEN TERRAPLEN = 0.00m3
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
372
373
374
375
376
377
378
L
C
R=
374.40
T.N
.=
375.00
OFF=
-3.00
R=
375.08
OFF=
3.00
R=
374.91
AREA DE CORTE = 3.59m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+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
373
374
375
376
377
378
L
C
R=
375.16
T.N
.=
375.76
OFF=
-3.00
R=
375.86
OFF=
3.00
R=
375.67
AREA DE CORTE = 3.63m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+010.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
373
374
375
376
377
378
379
L
C
R=
375.91
T.N
.=
376.51
OFF=
-3.00
R=
376.63
OFF=
3.00
R=
376.42
AREA DE CORTE = 3.64m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+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
374
375
376
377
378
379
380
L
C
R=
376.67
T.N
.=
377.27
OFF=
-3.00
R=
377.37
OFF=
3.00
R=
377.18
AREA DE CORTE = 3.60m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+030.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
375
376
377
378
379
380
L
C
R=
377.07
T.N
.=
377.64
OFF=
-3.00
R=
377.69
OFF=
3.00
R=
377.55
AREA DE CORTE = 3.39m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+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
374
375
376
377
378
379
380
L
C
R=
376.93
T.N
.=
377.45
OFF=
-3.00
R=
377.51
OFF=
3.00
R=
377.36
AREA DE CORTE = 3.09m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+050.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
374
375
376
377
378
379
380
L
C
R=
376.79
T.N
.=
377.26
OFF=
-3.00
R=
377.33
OFF=
3.00
R=
377.17
AREA DE CORTE = 2.78m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+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
374
375
376
377
378
379
380
L
C
R=
376.65
T.N
.=
377.24
OFF=
-3.00
R=
377.31
OFF=
3.00
R=
377.15
AREA DE CORTE = 3.50m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+070.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
374
375
376
377
378
379
L
C
R=
376.29
T.N
.=
376.77
OFF=
-3.00
R=
376.85
OFF=
3.00
R=
376.68
AREA DE CORTE = 2.86m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+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
373
374
375
376
377
378
379
L
C
R=
375.90
T.N
.=
376.31
OFF=
-3.00
R=
376.40
OFF=
3.00
R=
376.22
AREA DE CORTE = 2.43m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+090.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
373
374
375
376
377
378
379
L
C
R=
375.52
T.N
.=
375.84
OFF=
-3.00
R=
375.95
OFF=
3.00
R=
375.75
AREA DE CORTE = 1.98m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+100.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
373
374
375
376
377
378
L
C
R=
375.13
T.N
.=
375.59
OFF=
-3.00
R=
375.70
OFF=
3.00
R=
375.50
AREA DE CORTE = 2.80m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+110.00
378
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
372
373
374
375
376
377
378
L
C
R=
374.74
T.N
.=
375.34
OFF=
-3.00
R=
375.45
OFF=
3.00
R=
375.25
AREA DE CORTE = 3.63m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+120.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
372
373
374
375
376
377
378
L
C
R=
374.65
T.N
.=
375.25
OFF=
-3.00
R=
375.34
OFF=
3.00
R=
375.16
AREA DE CORTE = 3.60m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+130.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
372
373
374
375
376
377
378
L
C
R=
374.55
T.N
.=
375.15
OFF=
-3.00
R=
375.23
OFF=
3.00
R=
375.06
AREA DE CORTE = 3.58m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+140.00
-11 -10 -9 -8 -7 -6
-5
-4 -3 -2 -1 0 1 2 3 4
5
6 7 8 9 10 11
372
373
374
375
376
377
378
L
C
R=
374.54
T.N
.=
375.33
OFF=
-3.00
R=
375.47
OFF=
3.00
R=
375.24
AREA DE CORTE = 4.81m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+150.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
372
373
374
375
376
377
378
L
C
R=
374.53
T.N
.=
375.30
OFF=
-3.00
R=
375.44
OFF=
3.00
R=
375.21
AREA DE CORTE = 4.73m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+160.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
372
373
374
375
376
377
378
L
C
R=
374.51
T.N
.=
375.26
OFF=
-3.00
R=
375.40
OFF=
3.00
R=
375.17
AREA DE CORTE = 4.56m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+170.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
372
373
374
375
376
377
378
L
C
R=
374.50
T.N
.=
375.10
OFF=
-3.00
R=
375.24
OFF=
3.00
R=
375.01
AREA DE CORTE = 3.68m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+180.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
372
373
374
375
376
377
378
L
C
R=
374.96
T.N
.=
375.49
OFF=
-3.00
R=
375.63
OFF=
3.00
R=
375.40
AREA DE CORTE = 3.23m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+190.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
373
374
375
376
377
378
379
L
C
R=
375.42
T.N
.=
375.87
OFF=
-3.00
R=
376.01
OFF=
3.00
R=
375.78
AREA DE CORTE = 2.78m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+200.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
373
374
375
376
377
378
379
L
C
R=
375.88
T.N
.=
376.48
OFF=
-3.00
R=
376.62
OFF=
3.00
R=
376.39
AREA DE CORTE = 3.68m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+210.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
374
375
376
377
378
379
380
L
C
R=
376.49
T.N
.=
377.37
OFF=
-3.00
R=
377.51
OFF=
3.00
R=
377.28
AREA DE CORTE = 5.34m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+220.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
375
376
377
378
379
380
381
L
C
R=
377.10
T.N
.=
377.91
OFF=
-3.00
R=
378.05
OFF=
3.00
R=
377.82
AREA DE CORTE = 4.88m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+230.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
375
376
377
378
379
380
381
L
C
R=
377.72
T.N
.=
378.44
OFF=
-3.00
R=
378.58
OFF=
3.00
R=
378.35
AREA DE CORTE = 4.42m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+240.00
-11 -10 -9 -8 -7 -6
-5
-4 -3 -2 -1 0 1 2 3 4
5
6 7 8 9 10 11
376
377
378
379
380
381
382
L
C
R=
378.33
T.N
.=
378.95
OFF=
-3.00
R=
379.09
OFF=
3.00
R=
378.86
AREA DE CORTE = 3.80m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+250.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
376
377
378
379
380
381
382
L
C
R=
378.17
T.N
.=
379.06
OFF=
-3.00
R=
379.20
OFF=
3.00
R=
378.97
AREA DE CORTE = 5.44m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+260.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
375
376
377
378
379
380
381
L
C
R=
377.81
T.N
.=
378.51
OFF=
-3.00
R=
378.65
OFF=
3.00
R=
378.42
AREA DE CORTE = 4.28m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+270.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
375
376
377
378
379
380
381
L
C
R=
377.45
T.N
.=
378.04
OFF=
-3.00
R=
378.18
OFF=
3.00
R=
377.95
AREA DE CORTE = 3.59m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+280.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
375
376
377
378
379
380
381
L
C
R=
377.10
T.N
.=
377.74
OFF=
-3.00
R=
377.88
OFF=
3.00
R=
377.65
AREA DE CORTE = 3.90m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+290.00
-11 -10 -9 -8 -7
-6 -5
-4 -3 -2 -1 0 1 2 3 4
5 6
7 8 9 10 11
374
375
376
377
378
379
380
L
C
R=
376.74
T.N
.=
377.43
OFF=
-3.00
R=
377.57
OFF=
3.00
R=
377.34
AREA DE CORTE = 4.20m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+300.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
374
375
376
377
378
379
380
L
C
R=
376.39
T.N
.=
377.49
OFF=
-3.00
R=
377.63
OFF=
3.00
R=
377.40
AREA DE CORTE = 6.71m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+310.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
374
375
376
377
378
379
L
C
R=
376.03
T.N
.=
376.63
OFF=
-3.00
R=
376.77
OFF=
3.00
R=
376.54
AREA DE CORTE = 3.68m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+320.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
374
375
376
377
378
379
380
L
C
R=
376.13
T.N
.=
376.73
OFF=
-3.00
R=
376.87
OFF=
3.00
R=
376.64
AREA DE CORTE = 3.68m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+330.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
374
375
376
377
378
379
380
L
C
R=
376.22
T.N
.=
376.82
OFF=
-3.00
R=
376.96
OFF=
3.00
R=
376.73
AREA DE CORTE = 3.67m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+340.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
374
375
376
377
378
379
380
L
C
R=
376.63
T.N
.=
377.40
OFF=
-3.00
R=
377.54
OFF=
3.00
R=
377.31
AREA DE CORTE = 4.68m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+350.00
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
375
376
377
378
379
380
381
L
C
R=
377.04
T.N
.=
377.97
OFF=
-3.00
R=
378.11
OFF=
3.00
R=
377.88
AREA DE CORTE = 5.69m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+360.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
375
376
377
378
379
380
381
L
C
R=
377.44
T.N
.=
378.21
OFF=
-3.00
R=
378.35
OFF=
3.00
R=
378.12
AREA DE CORTE = 4.68m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+370.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
375
376
377
378
379
380
381
L
C
R=
377.85
T.N
.=
378.45
OFF=
-3.00
R=
378.59
OFF=
3.00
R=
378.36
AREA DE CORTE = 3.67m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+380.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
376
377
378
379
380
381
382
L
C
R=
378.50
T.N
.=
379.10
OFF=
-3.00
R=
379.24
OFF=
3.00
R=
379.01
AREA DE CORTE = 3.68m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+390.00
-11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11
377
378
379
380
381
382
383
L
C
R=
379.14
T.N
.=
379.74
OFF=
-3.00
R=
379.88
OFF=
3.00
R=
379.65
AREA DE CORTE = 3.68m2
AREA DE TERRAPLEN = 0.00m2
+0.00% +0.00%
0:1
0:1
ESCALA HORIZONTAL 1 : 100
ESCALA VERTICAL 1 : 100
ESTACION 0+400.00
OBRA
DIBUJO
REVISO
AUTORIZO
FECHA No: HOJA
CONTENIDO
H. AYUNTAMIENTO DE COSALA
DIRECCION DE OBRAS PUBLICAS
FEB/2019
4
CONSTRUCCION DE EMPEDRADO EN VADO HONDO
PERFIL TOPOGRAFICO Y SECCIONES TRAMO 1 (PRINCIPAL)
DEPARTAMENTO TECNICO
C.ING. FAUSTINO RODRIGUEZ
C. JESUS FELIX GONZALEZ
AutoCAD SHX Text
N
TRAMO 1
A CASCADAS
VADO HONDO
10 KMS
A COSALA
ESCUELA
PRIMARIA
L=10.00 Mts.
Contencion
Muro de
L=10.00 Mts.
Contencion
Muro de
L=5.00 Mts.
Contencion
Muro de
L=5.00 Mts.
Contencion
Muro de
PANTEON
L=6.00 Mts.
Contencion
Muro de
L=6.00 Mts.
Contencion
Muro de
CANCHA
IGLESIA
MAMPOSTERIA
TANQUE
EXISTENTE
EMPEDRADO
P
.
V
.
C
.
3
"
16.00m
P
.
V
.
C
.
3
"
2
5
.
6
0
m
P
.
V
.
C
.
3
"
12.80m
P
.
V
.
C
.
2
"
P.V.C. 3"
6.00m
P.V.C. 3"
3
3
.
0
0
m
Fo.Go. 2"
F
o
.
G
o
.
3
"
6
5
.
0
0
m
7
8
.
0
0
m
1
0
5
.
0
0
m
9
5
.
0
0
m
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
L=6.00 Mts.
Contencion
L=6.00 Mts.
Contencion
Muro de
C-1
3"∅
P.V.C
3"∅
P.V.C
3"∅
P.V
.C
TEE 3"X3"
P.V.C
C-4
3"∅
P.V.C
3"∅
P.V.C
2"∅
P.V
.C
TEE 3"X2"
P.V.C
C-2
3"∅
P.V.C
3"∅
P.V.C
EXT. CAMP.
3" P.V.C
3"∅
ROSC.
BRIDA
C-3 C-5
3"∅
P.V.C
2"∅
Fo.Go.
EXT. CAMP.
2" P.V.C
2"∅
ROSC.
BRIDA
3"X2"
ESPIGA
RED.
C-6
2"∅
P.V.C.
2"∅
Fo.Go.
EXT. ESP.
2" P.V.C
2"∅
ROSC.
BRIDA
C-7
3"∅
P.V.C
TAPON CAMP.
1" P.V.C
3"X1"
ESPIGA
RED.
C-8
TAPON CAMP.
2" P.V.C
OBRA
DIBUJO
REVISO
AUTORIZO
FECHA No: HOJA
CONTENIDO
H. AYUNTAMIENTO DE COSALA
DIRECCION DE OBRAS PUBLICAS
3/17/19
1
REHABILITACION DE RED DE DISTRIBUCION
RED DE DISTRIBUCION
ARQ. JOSE LUIS GUZMAN R.
AutoCAD SHX Text
N
