PROGRESIVA
COTA
TERRENO
COTA
RASANTE
ALTURA DE
CORTE
ALTURA DE
RELLENO
PENDIENTE
ALINIAMIENTO
10
40.3
3
10
39.9
7
10
39.9
2
10
39.9
6
10
40.0
2
10
40.2
2
104
0.5
1
10
41.0
3
10
41.2
9
10
41.3
2
10
41.4
3
10
41.5
5
10
41.6
7
10
41.8
2
10
42.0
2
104
2.2
1
10
42.4
7
10
42.7
9
10
43.4
5
10
44.7
2
10
46.0
6
10
47.0
7
10
48.1
2
10
49.1
7
10
49.8
0
10
50.8
6
10
52.4
4
10
54.4
3
105
6.3
1
10
57.4
3
10
58.5
4
10
59.6
4
10
59.8
9
10
59.8
9
105
9.6
1
10
59.2
9
10
58.9
3
10
58.5
0
10
58.1
4
10
58.3
4
10
59.0
2
10
59.7
6
10
61.0
8
10
62.0
6
10
62.6
4
10
63.1
2
10
63.6
0
10
64.0
7
10
64.1
7
10
63.7
4
10
62.2
8
106
1.8
1
10
61.7
5
10
60.5
3
10
60.3
4
10
59.1
7
10
57.7
7
10
56.5
0
10
56.2
3
10
55.7
7
10
55.3
5
10
55.0
2
10
54.4
7
10
53.9
9
10
53.0
8
10
52.9
3
10
52.5
6
10
52.1
3
10
50.6
7
10
49.6
7
10
49.2
2
10
48.2
0
104
7.2
1
104
0.43
104
0.55
104
0.66
104
0.78
104
0.90
10
41.01
104
1.13
104
1.24
104
1.36
104
1.48
104
1.59
10
41.71
104
1.82
104
1.94
104
2.06
104
2.33
104
2.80
104
3.47
104
4.35
104
5.42
104
6.69
104
8.02
104
9.35
105
0.68
105
2.00
105
3.33
105
4.66
105
5.99
105
7.30
105
8.39
105
9.18
105
9.68
105
9.88
105
9.80
105
9.43
105
9.00
10
58.71
105
8.64
105
8.80
105
9.17
105
9.77
106
0.58
106
1.47
106
2.37
10
63.21
106
3.79
106
4.08
106
4.08
106
3.78
106
3.19
106
2.36
106
1.50
106
0.64
105
9.78
105
8.92
105
8.07
105
7.29
105
6.58
105
5.94
105
5.37
105
4.88
105
4.44
10
54.01
105
3.57
105
3.07
105
2.45
105
1.73
105
0.90
104
9.96
104
8.93
104
7.86
10
47.21
-2.17% -4.30% -2.16% -5.35%
PROG. PVI:3+514.91
COTA PVI:1042.37
K:19.81
LVC:120.00
PROG. PVI:3+936.92
COTA PVI:1057.76
K:18.10
LVC:120.00
PROG. PVI:4+327.73
COTA PVI:1056.00
K:55.92
LVC:120.00
PROG. PVI:3+793.53
COTA PVI:1060.87
K:13.63
LVC:120.00
PROG. PVI:4+108.65
COTA PVI:1065.43
K:13.68
LVC:120.00
PROG. PVI:4+495.45
COTA PVI:1052.38
K:37.59
LVC:120.00
PROG. PVI:3+514.91
COTA PVI:1042.37
K:19.81
LVC:120.00
PROG. PVI:3+936.92
COTA PVI:1057.76
K:18.10
LVC:120.00
PROG. PVI:4+327.73
COTA PVI:1056.00
K:55.92
LVC:120.00
PROG. PVI:3+793.53
COTA PVI:1060.87
K:13.63
LVC:120.00
PROG. PVI:4+108.65
COTA PVI:1065.43
K:13.68
LVC:120.00
PROG. PVI:4+495.45
COTA PVI:1052.38
K:37.59
LVC:120.00
PROGRESIVA
COTA
TERRENO
COTA
RASANTE
ALTURA DE
CORTE
ALTURA DE
RELLENO
PENDIENTE
ALINIAMIENTO
1046.81
1046.38
1046.14
1046.50
1046.56
1046.79
1046.92
1046.77
1046.94
1046.97
1047.01
1047.06
1047.16
1047.25
1047.32
1047.49
1048.16
1048.66
1048.87
1049.03
1049.20
1049.29
1049.44
1049.84
1050.27
1050.25
1050.29
1050.35
1050.33
1050.32
1050.35
1050.55
1050.67
1050.78
1051.05
1051.36
1051.58
1051.63
1051.71
1051.85
1052.06
1052.26
1052.39
1052.48
1052.77
1052.87
1052.72
1052.78
1052.88
1052.92
1052.61
1053.00
1053.00
1053.50
1054.08
1054.14
1046.79
1046.79
1046.79
1046.79
1046.78
1046.78
1046.78
1046.77
1046.78
1046.82
1046.90
1047.03
1047.20
1047.40
1047.65
1047.89
1048.14
1048.39
1048.63
1048.88
1049.13
1049.37
1049.61
1049.82
1049.98
1050.11
1050.19
1050.24
1050.28
1050.32
1050.38
1050.47
1050.60
1050.75
1050.94
1051.15
1051.36
1051.56
1051.77
1051.97
1052.18
1052.39
1052.56
1052.68
1052.75
1052.75
1052.73
1052.70
1052.69
1052.74
1052.87
1053.07
1053.35
1053.69
1054.10
1054.14
-0.01% -0.13%
PROG. PVI:4+808.31
COTA PVI:1046.76
K:96.29
LVC:120.00
PROG. PVI:5+230.13
COTA PVI:1050.43
K:122.73
LVC:100.00
PROG. PVI:5+607.95
COTA PVI:1052.61
K:54.83
LVC:120.00
PROG. PVI:5+079.81
COTA PVI:1050.11
K:98.37
LVC:100.00
PROG. PVI:5+460.49
COTA PVI:1052.80
K:69.12
LVC:80.00
“MANTENIMIENTO PERIÓDICO DEL CAMINO VECINAL CRUCE
PERFIL LONGITUDINAL TRAMO: 3-4
TOP - 11
OVENTENI/CC.NN CATOTENI – CC.NN QUIRAHUANERO DE12 KM, DISTRITO
TOPOGRAFICO
DE RAYMONDI, PROVINCIA DE ATALAYA, REGIÓN UCAYALI”
AutoCAD SHX Text
Elevation
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TERCER TRAMO
AutoCAD SHX Text
3+176.31
AutoCAD SHX Text
4+591.99
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L=10.07m R=15.00m
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L=32.60m
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L=26.85m R=100.00m
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L=12.01m
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L=5.81m R=80.00m
AutoCAD SHX Text
L=55.39m
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L=31.52m R=120.00m
AutoCAD SHX Text
L=100.10m
AutoCAD SHX Text
L=19.93m R=150.00m
AutoCAD SHX Text
L=22.42m
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L=19.39m R=50.00m
AutoCAD SHX Text
L=30.92m
AutoCAD SHX Text
L=11.84m R=100.00m
AutoCAD SHX Text
L=65.29m
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L=34.48m R=120.00m
AutoCAD SHX Text
L=95.26m
AutoCAD SHX Text
L=38.98m R=35.00m
AutoCAD SHX Text
L=65.32m
AutoCAD SHX Text
L=42.12m R=30.00m
AutoCAD SHX Text
L=21.08m
AutoCAD SHX Text
L=23.77m R=20.00m
AutoCAD SHX Text
L=30.86m
AutoCAD SHX Text
L=14.04m R=80.00m
AutoCAD SHX Text
L=14.77m
AutoCAD SHX Text
L=18.75m R=80.00m
AutoCAD SHX Text
L=60.03m
AutoCAD SHX Text
L=9.18m R=15.00m
AutoCAD SHX Text
L=14.41m R=15.00m
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L=16.45m
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L=22.31m R=30.00m
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L=64.80m
AutoCAD SHX Text
L=36.61m R=40.00m
AutoCAD SHX Text
L=39.37m
AutoCAD SHX Text
L=19.27m R=20.00m
AutoCAD SHX Text
L=19.35m
AutoCAD SHX Text
L=56.37m R=40.00m
AutoCAD SHX Text
L=18.11m
AutoCAD SHX Text
L=7.98m R=20.00m
AutoCAD SHX Text
L=10.99m
AutoCAD SHX Text
L=14.81m R=30.00m
AutoCAD SHX Text
L=37.69m
AutoCAD SHX Text
L=7.57m R=100.00m
AutoCAD SHX Text
L=65.38m
AutoCAD SHX Text
L=30.10m R=80.00m
AutoCAD SHX Text
BVCS: 3+454.91 BVCE: 1042.03
AutoCAD SHX Text
EVCS: 3+574.91 EVCE: 1046.36
AutoCAD SHX Text
BVCS: 3+876.92 BVCE: 1059.06
AutoCAD SHX Text
EVCS: 3+996.92 EVCE: 1060.44
AutoCAD SHX Text
BVCS: 4+267.73 BVCE: 1058.58
AutoCAD SHX Text
EVCS: 4+387.73 EVCE: 1054.71
AutoCAD SHX Text
GRADE BREAK STA = 3+176.37
AutoCAD SHX Text
ELEV = 1040.411
AutoCAD SHX Text
GRADE BREAK STA = 4+591.99
AutoCAD SHX Text
ELEV = 1047.214
AutoCAD SHX Text
BVCS: 3+733.53 BVCE: 1056.89
AutoCAD SHX Text
EVCS: 3+853.53 EVCE: 1059.57
AutoCAD SHX Text
BVCS: 4+048.65 BVCE: 1062.75
AutoCAD SHX Text
EVCS: 4+168.65 EVCE: 1062.85
AutoCAD SHX Text
BVCS: 4+435.45 BVCE: 1053.68
AutoCAD SHX Text
EVCS: 4+555.45 EVCE: 1049.17
AutoCAD SHX Text
BVCS: 3+454.91 BVCE: 1042.03
AutoCAD SHX Text
EVCS: 3+574.91 EVCE: 1046.36
AutoCAD SHX Text
BVCS: 3+876.92 BVCE: 1059.06
AutoCAD SHX Text
EVCS: 3+996.92 EVCE: 1060.44
AutoCAD SHX Text
BVCS: 4+267.73 BVCE: 1058.58
AutoCAD SHX Text
EVCS: 4+387.73 EVCE: 1054.71
AutoCAD SHX Text
GRADE BREAK STA = 3+176.37
AutoCAD SHX Text
ELEV = 1040.411
AutoCAD SHX Text
GRADE BREAK STA = 4+591.99
AutoCAD SHX Text
ELEV = 1047.214
AutoCAD SHX Text
BVCS: 3+733.53 BVCE: 1056.89
AutoCAD SHX Text
EVCS: 3+853.53 EVCE: 1059.57
AutoCAD SHX Text
BVCS: 4+048.65 BVCE: 1062.75
AutoCAD SHX Text
EVCS: 4+168.65 EVCE: 1062.85
AutoCAD SHX Text
BVCS: 4+435.45 BVCE: 1053.68
AutoCAD SHX Text
EVCS: 4+555.45 EVCE: 1049.17
AutoCAD SHX Text
S= 0.58%
AutoCAD SHX Text
S= 6.64%
AutoCAD SHX Text
S= -2.17%
AutoCAD SHX Text
S= 4.47%
AutoCAD SHX Text
S= -4.30%
AutoCAD SHX Text
S= -2.16%
AutoCAD SHX Text
S= -5.35%
AutoCAD SHX Text
Elevation
AutoCAD SHX Text
CUARTO TRAMO
AutoCAD SHX Text
4+611.57
AutoCAD SHX Text
5+682.14
AutoCAD SHX Text
L=32.51m
AutoCAD SHX Text
L=24.56m R=50.00m
AutoCAD SHX Text
L=27.21m
AutoCAD SHX Text
L=12.94m R=60.00m
AutoCAD SHX Text
L=98.05m
AutoCAD SHX Text
L=21.36m R=50.00m
AutoCAD SHX Text
L=58.99m
AutoCAD SHX Text
L=18.94m R=100.00m
AutoCAD SHX Text
L=66.12m
AutoCAD SHX Text
L=10.45m R=100.00m
AutoCAD SHX Text
L=41.05m
AutoCAD SHX Text
L=17.44m R=150.00m
AutoCAD SHX Text
L=70.55m
AutoCAD SHX Text
L=17.42m R=30.00m
AutoCAD SHX Text
L=29.69m
AutoCAD SHX Text
L=12.11m R=30.00m
AutoCAD SHX Text
L=36.40m
AutoCAD SHX Text
L=13.71m R=80.00m
AutoCAD SHX Text
L=138.57m
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L=9.07m R=150.00m
AutoCAD SHX Text
L=91.54m
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L=15.24m R=150.00m
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L=70.54m
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L=12.02m R=150.00m
AutoCAD SHX Text
L=64.05m
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L=17.55m R=30.00m
AutoCAD SHX Text
L=15.82m R=30.00m
AutoCAD SHX Text
L=17.36m
AutoCAD SHX Text
BVCS: 4+748.31 BVCE: 1046.77
AutoCAD SHX Text
EVCS: 4+868.31 EVCE: 1047.50
AutoCAD SHX Text
BVCS: 5+180.13 BVCE: 1050.32
AutoCAD SHX Text
EVCS: 5+280.13 EVCE: 1050.95
AutoCAD SHX Text
BVCS: 5+547.95 BVCE: 1052.69
AutoCAD SHX Text
EVCS: 5+667.95 EVCE: 1053.85
AutoCAD SHX Text
GRADE BREAK STA = 4+611.57
AutoCAD SHX Text
ELEV = 1046.794
AutoCAD SHX Text
GRADE BREAK STA = 5+682.14
AutoCAD SHX Text
ELEV = 1054.143
AutoCAD SHX Text
BVCS: 5+029.81 BVCE: 1049.49
AutoCAD SHX Text
EVCS: 5+129.81 EVCE: 1050.22
AutoCAD SHX Text
BVCS: 5+420.49 BVCE: 1052.39
AutoCAD SHX Text
EVCS: 5+500.49 EVCE: 1052.75
AutoCAD SHX Text
S= -0.01%
AutoCAD SHX Text
S= -0.13%
AutoCAD SHX Text
S= 2.06%
AutoCAD SHX Text
S= 1.23%
AutoCAD SHX Text
S= 0.21%
AutoCAD SHX Text
S= 1.03%
AutoCAD SHX Text
DESDE LA PROGRESIVA : 0+000.00 - 1+600.00
AutoCAD SHX Text
CUNETA = 1:1
AutoCAD SHX Text
CUNETA = 1:1
AutoCAD SHX Text
CUNETA = 1:1
AutoCAD SHX Text
1.50 %%%
AutoCAD SHX Text
1.50 %%%
AutoCAD SHX Text
CUNETA = 1:1
AutoCAD SHX Text
1.50 %%%
AutoCAD SHX Text
1.50 %%%
AutoCAD SHX Text
DESDE LA PROGRESIVA : 1+600.00-TODO EL ALINEAMIENTO
AutoCAD SHX Text
TERCER TRAMO
AutoCAD SHX Text
ESCALA : 1 / 2500
AutoCAD SHX Text
RELACION = H : V - 10 : 1
AutoCAD SHX Text
CUARTO TRAMO
AutoCAD SHX Text
ELABORADO:
AutoCAD SHX Text
JUN-2015
AutoCAD SHX Text
INDICADA
AutoCAD SHX Text
RAYMONDI
AutoCAD SHX Text
DISTRITO:
AutoCAD SHX Text
PROVINCIA:
AutoCAD SHX Text
CENTRO POBLADO
AutoCAD SHX Text
PROYECTO:
AutoCAD SHX Text
UBICACION:
AutoCAD SHX Text
SISTEMA: UTM-WGS84
AutoCAD SHX Text
ZONA: 18 Sur
AutoCAD SHX Text
DE OVENTENI
