PI
Sta
10
+3
=0
9
.41
30
0+
0+
28
0
0
L2
0+260
0+040
L1
0+180
4
0+020
0+120
0+160
0+262.70
0+080
0+100
0+140
0+240
PI Sta =
0+200
0+220
0+060
MIENTO
0.000
a = 0+00
ALINEA
Inicio St
Tramo 1
0
5
10
15
20
25
30
35
40
Esc. 1:500
45
Scale: 1 : 500
PROPIETARIO:
1:500
PROYECTO:
COMISION PARA EL CONTROL DE
INUNDACIONES EN EL VALLE DE SULA
CCIVS
TECNOLOGIA E INGENIERIA
ZERON
VZ-T
CONFLUENCIA CON CANAL CHAMBER, SECTOR LA PUNTILLA
JURISDICCION DE PUERTO CORTES, DEPARTAMENTO DE CORTES
CONTENIDO:
LOCALIZACIONES, CURVAS DE NIVEL Y ALINEAMIENTOS
PROFESIONALES
RESPONSABLES
5
ING. HARRI LOBO
CICH -
ING. VICTOR MANUEL ZERON
CICH 4798
DEPARTAMENTO DE
INGENIERIA CCIVS
ING. SERGIO VILLATORO
DIRECTOR EJECUTIVO
CCIVS
ING. VICTOR MANUEL ZERON ING. VICTOR MANUEL ZERON ING. VICTOR MANUEL ZERON
CICH 4798
CICH 4798
CICH 4798
5-nov.-15
1/X
PI
0+360
0+460
0+480
ALINEAMIENTO
L3
0+440
3
0+379.01
19
0.4
1
+3
0+340
L4
0
30
Final Sta = 0+481.862
=0
0
28
0+
0+320
0+420
PI Sta =
Sta
0+
0+400
0+380
L2
0+260
4
0+160
0+100
0+080
0+060
L1
0+262.70
0+120
0+140
0+200
0+240
PI Sta =
0+180
0+220
Tramo 1
0
5
10
15
20
25
30
35
40
45
Scale: 1 : 500
PROPIETARIO:
1:500
PROYECTO:
COMISION PARA EL CONTROL DE
INUNDACIONES EN EL VALLE DE SULA
CCIVS
TECNOLOGIA E INGENIERIA
ZERON
VZ-T
CONFLUENCIA CON CANAL CHAMBER, SECTOR LA PUNTILLA
JURISDICCION DE PUERTO CORTES, DEPARTAMENTO DE CORTES
CONTENIDO:
LOCALIZACIONES, CURVAS DE NIVEL Y ALINEAMIENTOS
PROFESIONALES
RESPONSABLES
5
Esc. 1:500
ING. HARRI LOBO
CICH -
ING. VICTOR MANUEL ZERON
CICH 4798
DEPARTAMENTO DE
INGENIERIA CCIVS
ING. SERGIO VILLATORO
DIRECTOR EJECUTIVO
CCIVS
ING. VICTOR MANUEL ZERON ING. VICTOR MANUEL ZERON ING. VICTOR MANUEL ZERON
CICH 4798
CICH 4798
CICH 4798
5-nov.-15
2/X
24.00
21.00
18.00
15.00
12.00
9.00
6.00
CL
3.00
3.00
6.00
9.00
12.00
15.00
18.00
21.00
24.00
27.00
99.00
0
+
100
27.00
24.00
21.00
18.00
15.00
12.00
9.00
6.00
13.16,97.85
-15.30,97.42
TAL
96.00
UD
2H
: 1V
H:
D2
97.50
1V
96.00
LU
TA
94.50
9.50
0
+
100
94.50
6.50
EST =0+100
ELE ORIGINAL =96.65
ELE DISENO =94.52
0
+
220
99.00
TAL
UD
96.00
97.50
2H
H:
D2
: 1V
LU
TA
94.50
6.50
1V
96.00
21.00
24.00
27.00
TAL
U
D2
96.00
H:
H
D2
1V
14.50
EST =0+220
0
+
080
99.00
0
+
200
99.00
-20.77,98.36
15.53,97.74
97.50
TAL
U
D2
96.00
H:
D
1V
14.50
EST =0+200
UD
2H
H:
D2
ALU
: 1V
1V
6.00
99.00
100.50
97.50
99.00
96.00
T
94.50
0
+
060
94.50
6.00
EST =0+060
0
+
180
99.00
15.88,97.78
97.50
TAL
U
96.00
D2
H:
1V
14.50
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =66.99
VR =0.00
VC =1435.42
99.00
13.45,98.08
97.50
2H
: 1V
1V
H:
5.50
96.00
D2
LU
TA
94.50
99.00
0
+
040
0
+
160
94.50
5.50
97.50
TAL
U
96.00
D2
H:
94.50
1V
14.50
99.00
13.97,98.19
-13.65,98.03
97.50
2H
: 1V
H:
2
UD
L
TA
94.50
5.51
1V
96.00
99.00
0
+
020
0
+
140
94.50
5.50
EST =0+020
93.00
99.00
-21.64,98.37
12.32,97.71
97.50
TAL
U
96.00
D2
94.50
H:
1V
14.50
99.00
14.48,98.31
-14.02,98.08
97.50
UD
94.50
2H
: 1V
5.50
H
D2
LU
TA
96.00
: 1V
94.50
5.50
EST =0+000
93.00
0
+
000
99.00
12.65,97.74
-17.30,97.56
97.50
96.00
TAL
UD
94.50
2H
: 1V
11.50
21.00
18.00
15.00
12.00
9.00
6.00
3.00
CL
C.C.I.V.S.
96.00
1V
94.50
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =53.87
VR =0.00
VC =1045.66
3.00
6.00
9.00
12.00
15.00
18.00
21.00
24.00
27.00
TECNOLOGIA E INGENIERIA
ZERON
VZ-T
H:
0
+
120
ELE ORIGINAL =96.75
ELE DISENO =94.66
27.00
24.00
21.00
18.00
15.00
12.00
9.00
6.00
PROYECTO:
COMISION PARA EL CONTROL DE
INUNDACIONES EN EL VALLE DE SULA
D2
LU
TA
6.50
97.50
EST =0+120
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =52.05
VR =0.00
VC =0.00
24.00
0
+
140
94.50
99.00
0
+
120
93.00
ELE ORIGINAL =96.51
ELE DISENO =93.82
PROPIETARIO:
96.00
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =61.31
VR =0.00
VC =1151.77
97.50
96.00
LU
TA
6.50
97.50
: 1V
ELE ORIGINAL =96.76
ELE DISENO =94.80
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =47.88
VR =0.00
VC =999.28
TAL
H
D2
EST =0+140
93.00
ELE ORIGINAL =96.52
ELE DISENO =93.96
99.00
94.50
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =76.55
VR =0.00
VC =1378.57
97.50
UD
96.00
0
+
160
ELE ORIGINAL =96.72
ELE DISENO =94.80
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =44.08
VR =0.00
VC =919.63
TAL
H
D2
LU
TA
10.50
: 1V
EST =0+160
ELE ORIGINAL =96.52
ELE DISENO =94.10
96.00
99.00
18.61,98.86
-21.74,98.42
97.50
EST =0+040
99.00
96.00
D2
LU
TA
10.50
0
+
180
ELE ORIGINAL =96.68
ELE DISENO =95.08
-12.96,97.83
96.00
97.50
1V
H:
EST =0+180
99.00
UD
96.00
0
+
200
100.50
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =44.17
VR =0.00
VC =882.54
TAL
97.50
1V
-21.14,98.41
ELE ORIGINAL =96.53
ELE DISENO =94.24
97.50
LU
TA
10.50
:
2H
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =59.65
VR =0.00
VC =1266.47
13.63,98.06
TAL
96.00
96.00
0
+
220
ELE ORIGINAL =96.59
ELE DISENO =95.22
-12.86,97.67
97.50
LU
TA
10.50
97.50
: 1V
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =43.92
VR =0.00
VC =1035.73
94.50
6.50
EST =0+080
99.00
1:150 HOR
1:150 VER
18.00
15.17,97.70
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =44.20
VR =0.00
VC =883.71
27.00
15.00
99.00
-20.12,98.18
97.50
ELE ORIGINAL =96.54
ELE DISENO =94.38
0
+
000
12.00
100.50
99.00
13.81,98.03
-12.74,97.50
97.50
0
+
020
9.00
ELE ORIGINAL =96.54
ELE DISENO =95.37
99.00
0
+
040
6.00
100.50
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =50.70
VR =0.00
VC =948.97
0
+
060
3.00
99.00
97.50
0
+
080
CL
3.00
CONFLUENCIA CON CANAL CHAMBER, SECTOR LA PUNTILLA
JURISDICCION DE PUERTO CORTES, DEPARTAMENTO DE CORTES
CONTENIDO:
SECCIONES TRANSVERSALES ALINEAMIENTO DE EST 0+000 A EST 0+220
CL
3.00
PROFESIONALES
RESPONSABLES
27.00
3.00
ING. HARRI LOBO
CICH -
6.00
9.00
12.00
15.00
18.00
21.00
24.00
27.00
ING. VICTOR MANUEL ZERON
CICH 4798
DEPARTAMENTO DE
INGENIERIA CCIVS
ING. SERGIO VILLATORO
DIRECTOR EJECUTIVO
CCIVS
5-nov.-15
ING. VICTOR MANUEL ZERON
CICH 4798
ING. VICTOR MANUEL ZERON
CICH 4798
ING. VICTOR MANUEL ZERON
CICH 4798
3/X
27.00
24.00
21.00
18.00
15.00
12.00
9.00
6.00
CL
3.00
3.00
6.00
9.00
12.00
15.00
18.00
21.00
24.00
27.00
99.00
0
+
260
27.00
24.00
21.00
18.00
15.00
12.00
9.00
6.00
3.00
CL
3.00
6.00
9.00
12.00
15.00
18.00
21.00
24.00
27.00
27.00
24.00
21.00
18.00
15.00
12.00
9.00
6.00
3.00
CL
3.00
6.00
9.00
12.00
15.00
18.00
21.00
24.00
27.00
99.00
97.50
14.46,97.62
-18.95,97.37
TAL
96.00
UD
2
H:
1V
15.50
EST =0+260
H:
D2
97.50
1V
96.00
LU
10.50
TA
0
+
260
ELE ORIGINAL =96.46
ELE DISENO =95.65
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =24.13
VR =0.00
VC =556.59
99.00
0
+
240
99.00
14.81,97.66
-18.57,97.54
97.50
TAL
UD
96.00
2H
: 1V
14.50
EST =0+240
LU
TA
10.50
D
:
2H
97.50
1V
96.00
0
+
240
ELE ORIGINAL =96.49
ELE DISENO =95.51
27.00
24.00
21.00
18.00
15.00
12.00
9.00
6.00
3.00
PROPIETARIO:
1:150 HOR
1:150 VER
CL
3.00
6.00
9.00
12.00
15.00
18.00
21.00
24.00
27.00
PROYECTO:
COMISION PARA EL CONTROL DE
INUNDACIONES EN EL VALLE DE SULA
C.C.I.V.S.
TECNOLOGIA E INGENIERIA
ZERON
VZ-T
CONFLUENCIA CON CANAL CHAMBER, SECTOR LA PUNTILLA
JURISDICCION DE PUERTO CORTES, DEPARTAMENTO DE CORTES
CONTENIDO:
SECCIONES TRANSVERSALES ALINEAMIENTO DE EST 0+240 A EST 0+260
PROFESIONALES
RESPONSABLES
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =31.53
VR =0.00
VC =754.49
ING. HARRI LOBO
CICH -
ING. VICTOR MANUEL ZERON
CICH 4798
DEPARTAMENTO DE
INGENIERIA CCIVS
ING. SERGIO VILLATORO
DIRECTOR EJECUTIVO
CCIVS
ING. VICTOR MANUEL ZERON
CICH 4798
ING. VICTOR MANUEL ZERON
CICH 4798
ING. VICTOR MANUEL ZERON
CICH 4798
5-nov.-15
4/X
45.00
42.00
39.00
36.00
33.00
30.00
27.00
24.00
21.00
18.00
15.00
12.00
9.00
6.00
3.00
CL
3.00
6.00
9.00
12.00
15.00
18.00
21.00
24.00
27.00
30.00
33.00
36.00
39.00
42.00
45.00
48.00
51.00
54.00
57.00
60.00
63.00
66.00
99.00
0
+
360
99.00
97.50
TA
LU
D2
H:
14.50
1V
16.50
EST =0+360
T
ALU
H:
D2
1V
96.00
ELE ORIGINAL =97.00
ELE DISENO =96.35
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =15.76
VR =0.00
VC =413.35
100.50
100.50
99.00
99.00
20.32,98.62
-19.35,97.63
97.50
TAL
UD
96.00
2H
: 1V
16.50
0
+
360
97.50
18.58,97.39
-16.30,97.25
96.00
0
+
340
69.00
LU
15.50
EST =0+340
TA
H
D2
0
+
340
97.50
: 1V
96.00
ELE ORIGINAL =96.95
ELE DISENO =96.21
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =25.57
VR =0.00
VC =1277.29
102.00
102.00
100.50
0
+
320
100.50
99.00
-20.81,97.72
97.50
TA
LU
D2
96.00
H:
17.50
1V
H:
D2
LU
TA
47.50
EST =0+320
0
+
320
99.00
52.52,98.58
97.50
1V
96.00
ELE ORIGINAL =97.27
ELE DISENO =96.07
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =102.16
VR =0.00
VC =1098.43
102.00
-31.24,101.87
0
+
311
102.00
67.12,101.81
100.50
LOSA DE VADO LA PUNTILLA ELEV = 100.12
100.50
LOSA DE VADO LA PUNTILLA ELEV = 100.12
99.00
99.00
97.50
TAL
UD
96.00
2H
:
19.50
1V
AREA ASOLVADA
AREA ASOLVADA
INVERTIDA ALCANTARILLAS ELEV = 96.00
AREA ASOLVADA
55.50
INVERTIDA ALCANTARILLAS ELEV = 96.00
D2
LU
TA
H:
97.50
1V
0
+
311
96.00
EST =0+311
ELE ORIGINAL =97.25
ELE DISENO =96.00
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =141.94
VR =0.00
VC =1301.86
100.50
100.50
99.00
0
+
300
99.00
49.64,98.00
97.50
-18.22,97.29
TAL
UD
96.00
2H
: 1V
15.50
LU
TA
45.50
EST =0+300
D2
H:
97.50
1V
0
+
300
96.00
ELE ORIGINAL =96.92
ELE DISENO =95.93
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =94.77
VR =0.00
VC =1744.57
102.00
102.00
100.50
0
+
280
100.50
99.00
99.00
48.85,98.96
-19.44,97.76
97.50
TA
LU
96.00
D2
H:
1V
15.50
D
LU
TA
42.50
EST =0+280
2H
97.50
: 1V
0
+
280
96.00
ELE ORIGINAL =96.57
ELE DISENO =95.79
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =79.69
VR =0.00
VC =1038.20
42.00
39.00
36.00
33.00
30.00
27.00
24.00
21.00
18.00
1:150 HOR
1:150 VER
15.00
12.00
9.00
6.00
3.00
CL
3.00
6.00
9.00
12.00
15.00
18.00
21.00
24.00
27.00
30.00
33.00
36.00
PROYECTO:
COMISION PARA EL CONTROL DE
INUNDACIONES EN EL VALLE DE SULA
C.C.I.V.S.
TECNOLOGIA E INGENIERIA
ZERON
VZ-T
CONFLUENCIA CON CANAL CHAMBER, SECTOR LA PUNTILLA
JURISDICCION DE PUERTO CORTES, DEPARTAMENTO DE CORTES
CONTENIDO:
SECCIONES TRANSVERSALES ALINEAMIENTO DE EST 0+280 A EST 0+360
39.00
42.00
PROFESIONALES
RESPONSABLES
45.00
PROPIETARIO:
45.00
ING. HARRI LOBO
CICH -
48.00
51.00
54.00
57.00
60.00
63.00
66.00
69.00
ING. VICTOR MANUEL ZERON
CICH 4798
DEPARTAMENTO DE
INGENIERIA CCIVS
ING. SERGIO VILLATORO
DIRECTOR EJECUTIVO
CCIVS
ING. VICTOR MANUEL ZERON
CICH 4798
ING. VICTOR MANUEL ZERON
CICH 4798
ING. VICTOR MANUEL ZERON
CICH 4798
5-nov.-15
5/X
57.00
54.00
51.00
48.00
45.00
42.00
39.00
36.00
33.00
30.00
27.00
24.00
21.00
18.00
15.00
12.00
9.00
6.00
3.00
CL
3.00
6.00
9.00
12.00
15.00
18.00
21.00
24.00
27.00
30.00
33.00
36.00
39.00
42.00
45.00
48.00
51.00
54.00
57.00
48.81,99.58
0
+
481.86
99.00-54.23,98.71
97.50
TA
LU
D
96.00
1.5
H
D
LU
19.00
:1
V
H
1.5
TA
ELE DISENO =97.00
V
:1
TA
LU
D
32.93
31.90
1.5
12.00
H
:1
V
D
LU
TA
ELE DISENO =97.00
EST =0+481.86
H
1.5
99.00
V
:1
97.50
0
+
481.86
96.00
ELE ORIGINAL =99.63
ELE DISENO =99.63
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =49.83
VR =0.37
VC =71.83
100.50
0
+
480
99.00
97.50
100.50
48.81,100.09
-53.48,98.71
TA
LU
D
1.5
H
19.00
:1
V
96.00
H
1.5
D
LU
TA
ELE DISENO =96.99
:1
V
TA
LU
D
32.93
31.90
1.5
H
D
12.00
:1
V
LU
TA
ELE DISENO =96.98
EST =0+480
H
1.5
99.00
V
:1
97.50
0
+
480
96.00
ELE ORIGINAL =99.60
ELE DISENO =99.60
VOL. TERRACERIA
AREA RELLENO =0.40
AREA CORTE =27.33
VR =3.99
VC =660.63
40.81,99.46
99.00
0
+
460
-47.98,98.42
TA
97.50
LU
96.00
D
1.5
H
D
LU
19.00
:1
V
TA
ELE DISENO =96.90
1
.5H
V
1.5
H
12.00
:1
V
UD
L
TA
ELE DISENO =96.88
EST =0+460
1.5
H
:
99.00
97.50
-40.69,97.98
TA
LU
96.00
D
1.5
H
D
LU
19.00
:1
V
TA
ELE DISENO =96.80
1.5
H
V
:1
19.92
D
20.93
EST =0+440
99.00
34.94,98.12
TA
LU
1.5
H
12.00
:1
V
ELE DISENO =96.78
D
LU
TA
1.5
H
97.50
V
:1
96.00
ELE ORIGINAL =98.83
ELE DISENO =98.83
VOL. TERRACERIA
AREA RELLENO =2.93
AREA CORTE =11.93
VR =60.09
VC =243.57
99.00
-36.22,97.56
97.50
TA
LU
D
96.00
1.5
H
19.00
:1
ELE DISENO =96.69
V
D
LU
TA
1
.5H
:1
15.92
D
14.93
EST =0+420
1.5
H
12.00
:1
V
D
LU
TA
ELE DISENO =96.68
H
1.5
0
+
440
99.00
28.94,98.01
TA
LU
V
0
+
460
96.00
ELE ORIGINAL =99.26
ELE DISENO =99.26
VOL. TERRACERIA
AREA RELLENO =0.00
AREA CORTE =38.73
VR =29.26
VC =506.59
97.50
0
+
420
UD
25.90
99.00
0
+
440
TA
L
24.93
:1
1V
97.50
V
:1
96.00
0
+
420
ELE ORIGINAL =98.57
ELE DISENO =98.57
VOL. TERRACERIA
AREA RELLENO =3.08
AREA CORTE =12.43
VR =51.30
VC =300.58
99.00
0
+
400
-30.31,98.19
TA
97.50
LU
D
1.5
96.00
H
V
ELE DISENO =96.60
:1
99.00
V
10.92
8.93
22.94,97.92
TA
LU
D
1.5
H
EST =0+400
:1
12.00
V
ELE DISENO =96.58
H
1.5
D
LU
TA
:1
97.50
V
96.00
TA
LU
D
96.00
99.00
24.01,98.54
-22.54,98.11
97.50
1.5
H
:1
12.00
V
0
+
400
ELE ORIGINAL =98.54
ELE DISENO =98.54
VOL. TERRACERIA
AREA RELLENO =2.05
AREA CORTE =17.63
VR =21.39
VC =310.00
99.00
0
+
380
D
LU
TA
17.00
:1
H
1.5
UD
L
TA
ELE DISENO =96.48
1
.5H
:1
V
8.10
8.92
TA
LU
D
EST =0+380
1.5
H
D
12.00
:1
V
ELE DISENO =96.48
ELE ORIGINAL =98.54
ELE DISENO =98.54
LU
TA
1
.5H
V
97.50
:1
96.00
0
+
380
VOL. TERRACERIA
AREA RELLENO =0.09
AREA CORTE =13.37
VR =0.92
VC =291.34
54.00
51.00
48.00
45.00
42.00
39.00
36.00
33.00
30.00
1:150 HOR
1:150 VER
27.00
24.00
21.00
18.00
15.00
12.00
9.00
6.00
3.00
CL
3.00
6.00
9.00
12.00
15.00
18.00
21.00
24.00
PROYECTO:
COMISION PARA EL CONTROL DE
INUNDACIONES EN EL VALLE DE SULA
C.C.I.V.S.
TECNOLOGIA E INGENIERIA
ZERON
VZ-T
CONFLUENCIA CON CANAL CHAMBER, SECTOR LA PUNTILLA
JURISDICCION DE PUERTO CORTES, DEPARTAMENTO DE CORTES
CONTENIDO:
SECCIONES TRANSVERSALES ALINEAMIENTO DE EST 0+380 A EST 0+481
27.00
30.00
PROFESIONALES
RESPONSABLES
57.00
PROPIETARIO:
33.00
ING. HARRI LOBO
CICH -
36.00
39.00
42.00
45.00
48.00
51.00
54.00
57.00
ING. VICTOR MANUEL ZERON
CICH 4798
DEPARTAMENTO DE
INGENIERIA CCIVS
ING. SERGIO VILLATORO
DIRECTOR EJECUTIVO
CCIVS
ING. VICTOR MANUEL ZERON
CICH 4798
ING. VICTOR MANUEL ZERON
CICH 4798
ING. VICTOR MANUEL ZERON
CICH 4798
5-nov.-15
6/X