PP TRAMO I.pdf
26
4070 4070 4072 4074 4076 4078 4080 4082 4084 4086 4088 4091 4092 4094 4096 4098 4100 4102 4104 4106 4108 4110 COTA TERRENO COTA RASANTE ALINEAMIENTO HORIZ. ALINEAMIENTO VERT. PROGRESI VA S=0.482% S=8.582% S=5.172% S=10.686% S= 7.54 S=1.411% S=5.926% S=3.722% STA = 0+ 000.00 ELEV = 4070.16 PVI STA: 0+ 031.04 PVI ELEV:4070.31 LVC:40.00 BVCS: 0+ 011.04 BVCE: 4070.21 EVCS: 0+ 051.04 EVCE: 4072.02 PVI STA: 0+ 174.99 PVI ELEV:4080.21 LVC:40.00 BVCS: 0+ 154.99 BVCE: 4079.18 EVCS: 0+ 194.99 EVCE: 4082.35 PVI STA: 0+ 422.85 PVI ELEV:4094.85 LVC:40.00 BVCS: 0+ 402.85 BVCE: 4094.57 EVCS: 0+ 442.85 EVCE: 4096.04 PVI STA: 0+ 708.66 PVI ELEV:4108.81 LVC:60.00 BVCS: 0+ 678.66 BVCE: 4107.70 PVI STA: 0+ 103.22 PVI ELEV:4076.50 LVC:60.00 BVCS: 0+ 073.22 BVCE: 4073.93 EVCS: 0+ 133.22 EVCE: 4078.05 PVI STA: 0+ 232.71 PVI ELEV:4086.38 LVC:40.00 BVCS: 0+ 212.71 BVCE: 4084.24 EVCS: 0+ 252.71 EVCE: 4087.89 PVI STA: 0+ 327.06 PVI ELEV:4093.50 LVC:60.00 BVCS: 0+ 297.06 BVCE: 4091.24 EVCS: 0+ 357.06 EVCE: 4093.92 PVI STA: 0+ 573.65 PVI ELEV:4103.79 LVC:120.00 BVCS: 0+ 513.65 BVCE: 4100.23 EVCS: 0+ 633.65 EVCE: 4106.02 4070.28 4073.34 4074.40 4076.11 4076.29 4077.77 4079.04 4080.19 4081.20 4084.72 4085.92 4087.90 4088.95 4090.03 4092.04 4093.39 4094.13 4094.59 4094.89 4094.92 4094.56 4094.96 4097.57 4098.60 4099.51 4100.77 4102.24 4102.98 4103.90 4105.02 4105.80 4106.68 4107.41 4108.09 4108.87 4110.04 4070.34 4071.20 4072.79 4074.50 4076.02 4077.32 4078.40 4079.46 4080.90 4082.89 4085.00 4086.87 4088.44 4089.95 4091.45 4092.70 4093.53 4093.97 4094.25 4094.53 4094.98 4095.87 4097.05 4098.24 4099.42 4100.61 4101.73 4102.78 4103.76 4104.67 4105.50 4106.26 4107.00 4107.75 4108.58 4109.56 Lr=75.00m Lc=34.32m R=140.00m Lr=23.44m Lc=20.75m R=140.00m Lr=27.32m Lc=21.16m R=50.00m Lr=16.53m Lc=22.68m R=50.00m Lr=19.07m Lc=19.92m R=60.00m Lr=35.20m Lc=27.25m R=60.00m Lr=143.12m Lc=21.08m R=120.00m Lr=61.43m Lc=89.06m R=80.00m Lr=128.81m S= 0.48% 11.04m S= 8.58% 22.18m 40.00m S= 5.17% 21.77m 60.00m S= 10.69% 17.72m 40.00m S= 7.55% 44.36m 40.00m S= 1.41% 45.79m 60.00m S= 5.93% 70.80m 40.00m S= 3.72% 45.01m 120.00m 60.00m 0+ 020 0+ 040 0+ 060 0+ 080 0+ 100 0+ 120 0+ 140 0+ 160 0+ 180 0+ 200 0+ 220 0+ 240 0+ 260 0+ 280 0+ 300 0+ 320 0+ 340 0+ 360 0+ 380 0+ 400 0+ 420 0+ 440 0+ 460 0+ 480 0+ 500 0+ 520 0+ 540 0+ 560 0+ 580 0+ 600 0+ 620 0+ 640 0+ 660 0+ 680 0+ 700 0+ 720 VIVIENDA VIVIENDA N-7805500 N-7805600 N-7805400 N-7805500 N-7805600 N-7805400 N-7805500 N-7805300 N-7805400 N-7805500 N-7805300 N-7805400 N-7805200 N-7805300 N-7805400 N-7805200 N-7805300 N-7805300 E-213900 E-214000 E-213700 E-213800 E-213900 E-214000 E-214100 E-213500 E-213600 E-213700 E-213800 E-213900 E-213400 E-213500 E-213600 E-213700 E-213400 E-213500 E-213600 0+ 000 0+ 050 0+ 100 0+ 150 0+ 200 0+ 250 0+ 300 0+ 350 0+ 400 0+ 450 0+ 500 0+ 550 0+ 600 0+ 650 0+ 700 0+ 750 0+ 800 BP: 0+000.00 PC: 0+075.00 PT: 0+ 109.32 PC: 0+132.77 PT: 0+ 153.52 PC: 0+180.83 PT: 0+ 202.00 PC: 0+218.52 PT: 0+ 241.20 PC: 0+260.27 PT: 0+ 280.19 PC: 0+315.39 PT: 0+ 342.64 PC: 0+485.76 PT: 0+ 506.84 PC: 0+568.27 PT: 0+ 657.32 PC: 0+786.14 PT P.I. 41 P.I. 42 P.I. 43 P.I. 44 P.I. 45 P.I. 46 P.I. 47 P.I. 48 P.I. 49 Metros 1:1000 50 25 0 12.5 PP /50 Consultora: 20 0 0 4 40 2 10 30 50 -1 -10 1 3 5 Nº de Lámina: Título: P L A N T A Y P E R F I L DE: A: Progresivas: TRAMO: GERENTE DE PROYECTO: FECHA FIRMA TOPOGRAFIA: Proyecto: SUPERVISOR: LAJA RANCHO MOLLO – TACARA – CHICHUYO HORIZONTAL VERTICAL Escalas: 1: 1000 1: 100 0+000.00 0+720.00 1
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Transcript of PP TRAMO I.pdf
4070
4070
4072
4074
4076
4078
4080
4082
4084
4086
4088
4091
4092
4094
4096
4098
4100
4102
4104
4106
4108
4110
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= 0.482%
S=
8.5
82%
S= 5.172%
S=
10.6
86%
S=
7.54
S= 1.411%
S=5.9
26%
S= 3.722%
ST
A =
0
+0
00
.00
EL
EV
=
4
07
0.1
6
PVI STA: 0+ 031.04
PVI ELEV: 4070.31
LVC: 40.00
BV
CS
: 0
+0
11
.04
BV
CE
: 4
07
0.2
1
EV
CS
: 0
+0
51
.04
EV
CE
: 4
07
2.0
2
PVI STA: 0+ 174.99
PVI ELEV: 4080.21
LVC: 40.00
BV
CS
: 0
+1
54
.99
BV
CE
: 4
07
9.1
8
EV
CS
: 0
+1
94
.99
EV
CE
: 4
08
2.3
5
PVI STA: 0+ 422.85
PVI ELEV: 4094.85
LVC: 40.00
BV
CS
: 0
+4
02
.85
BV
CE
: 4
09
4.5
7
EV
CS
: 0
+4
42
.85
EV
CE
: 4
09
6.0
4
PVI STA: 0+ 708.66
PVI ELEV: 4108.81
LVC: 60.00
BV
CS
: 0
+6
78
.66
BV
CE
: 4
10
7.7
0
PVI STA: 0+ 103.22
PVI ELEV: 4076.50
LVC: 60.00
BV
CS
: 0
+0
73
.22
BV
CE
: 4
07
3.9
3
EV
CS
: 0
+1
33
.22
EV
CE
: 4
07
8.0
5
PVI STA: 0+ 232.71
PVI ELEV: 4086.38
LVC: 40.00
BV
CS
: 0
+2
12
.71
BV
CE
: 4
08
4.2
4
EV
CS
: 0
+2
52
.71
EV
CE
: 4
08
7.8
9
PVI STA: 0+ 327.06
PVI ELEV: 4093.50
LVC: 60.00
BV
CS
: 0
+2
97
.06
BV
CE
: 4
09
1.2
4
EV
CS
: 0
+3
57
.06
EV
CE
: 4
09
3.9
2
PVI STA: 0+ 573.65
PVI ELEV: 4103.79
LVC: 120.00
BV
CS
: 0
+5
13
.65
BV
CE
: 4
10
0.2
3
EV
CS
: 0
+6
33
.65
EV
CE
: 4
10
6.0
2
40
70
.2
8
40
73
.3
4
40
74
.4
0
40
76
.1
1
40
76
.2
9
40
77
.7
7
40
79
.0
4
40
80
.1
9
40
81
.2
0
40
84
.7
2
40
85
.9
2
40
87
.9
0
40
88
.9
5
40
90
.0
3
40
92
.0
4
40
93
.3
9
40
94
.1
3
40
94
.5
9
40
94
.8
9
40
94
.9
2
40
94
.5
6
40
94
.9
6
40
97
.5
7
40
98
.6
0
40
99
.5
1
41
00
.7
7
41
02
.2
4
41
02
.9
8
41
03
.9
0
41
05
.0
2
41
05
.8
0
41
06
.6
8
41
07
.4
1
41
08
.0
9
41
08
.8
7
41
10
.0
4
40
70
.3
4
40
71
.2
0
40
72
.7
9
40
74
.5
0
40
76
.0
2
40
77
.3
2
40
78
.4
0
40
79
.4
6
40
80
.9
0
40
82
.8
9
40
85
.0
0
40
86
.8
7
40
88
.4
4
40
89
.9
5
40
91
.4
5
40
92
.7
0
40
93
.5
3
40
93
.9
7
40
94
.2
5
40
94
.5
3
40
94
.9
8
40
95
.8
7
40
97
.0
5
40
98
.2
4
40
99
.4
2
41
00
.6
1
41
01
.7
3
41
02
.7
8
41
03
.7
6
41
04
.6
7
41
05
.5
0
41
06
.2
6
41
07
.0
0
41
07
.7
5
41
08
.5
8
41
09
.5
6
Lr= 75.00m
Lc= 34.32m
R= 140.00mLr= 23.44m
Lc= 20.75m
R= 140.00mLr= 27.32m
Lc= 21.16m
R= 50.00mLr= 16.53m
Lc= 22.68m
R= 50.00mLr= 19.07m
Lc= 19.92m
R= 60.00mLr= 35.20m
Lc= 27.25m
R= 60.00mLr= 143.12m
Lc= 21.08m
R= 120.00mLr= 61.43m
Lc= 89.06m
R= 80.00mLr= 128.81m
S= 0.48%
11.04m
S= 8.58%
22.18m40.00m
S= 5.17%
21.77m60.00m
S= 10.69%
17.72m40.00m
S= 7.55%
44.36m40.00m
S= 1.41%
45.79m60.00m
S= 5.93%
70.80m40.00m
S= 3.72%
45.01m120.00m 60.00m
0+ 020 0+ 040 0+ 060 0+ 080 0+ 100 0+ 120 0+ 140 0+ 160 0+ 180 0+ 200 0+ 220 0+ 240 0+ 260 0+ 280 0+ 300 0+ 320 0+ 340 0+ 360 0+ 380 0+ 400 0+ 420 0+ 440 0+ 460 0+ 480 0+ 500 0+ 520 0+ 540 0+ 560 0+ 580 0+ 600 0+ 620 0+ 640 0+ 660 0+ 680 0+ 700 0+ 720
VIV
IENDA
VIVIENDA
N-7805500
N-7805600
N-7805400
N-7805500
N-7805600
N-7805400
N-7805500
N-7805300
N-7805400
N-7805500
N-7805300
N-7805400
N-7805200
N-7805300
N-7805400
N-7805200
N-7805300
N-7805300
E-2
13
90
0
E-2
14
00
0
E-2
13
70
0
E-2
13
80
0
E-2
13
90
0
E-2
14
00
0
E-2
14
10
0
E-2
13
50
0
E-2
13
60
0
E-2
13
70
0
E-2
13
80
0
E-2
13
90
0
E-2
13
40
0
E-2
13
50
0
E-2
13
60
0
E-2
13
70
0
E-2
13
40
0
E-2
13
50
0
E-2
13
60
0
0+000
0+050
0+100
0+150 0+200
0+250
0+300
0+350 0+400 0+4500+500
0+5500+600
0+
650
0+
700
0+
750
0+
80
0
BP: 0
+0
00.0
0
PC
: 0
+0
75.0
0
PT
: 0
+1
09
.32
PC
: 0
+1
32
.77
PT
: 0
+1
53
.52
PC
: 0
+1
80
.83
PT
: 0
+2
02
.00
PC
: 0
+2
18
.52
PT
: 0
+2
41
.20
PC
: 0
+2
60
.27
PT
: 0
+2
80.1
9 PC
: 0
+3
15.3
9
PT
: 0
+3
42
.64
PC
: 0
+4
85
.76
PT
: 0
+5
06
.84
PC
: 0
+5
68
.27
PT:
0+
657.3
2
PC:
0+
786.1
4
PT
P.I. 41
P.I. 42
P.I. 43
P.I. 44
P.I. 45
P.I. 46
P.I. 47
P.I. 48
P.I. 4
9
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
0+000.00
0+720.00
1
4110
4112
4114
4116
4118
4120
4122
4124
4126
4128
4130
4127
4128
4130
4132
4134
4136
4138
4140
4142
4144
4146
4142
4144
4146
4148
4150
4152
4154
4156
4158
4160
4162
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=6.0
19%
S=
10.2
93%
S= 0.308%
S=5.3
41%
S=
7.010%
S= 4.796%
S=
8.5
42%
S=
10.5
22%
PVI STA: 0+ 708.66
PVI ELEV: 4108.81
LVC: 60.00
EV
CS
: 0
+7
38
.66
EV
CE
: 4
11
0.6
2
PVI STA: 0+ 787.10
PVI ELEV: 4113.54
LVC: 40.00
BV
CS
: 0
+7
67
.10
BV
CE
: 4
11
2.3
3
EV
CS
: 0
+8
07
.10
EV
CE
: 4
11
5.5
9
PVI STA: 0+ 980.92
PVI ELEV: 4122.37
LVC: 40.00
BV
CS
: 0
+9
60
.92
BV
CE
: 4
12
2.3
1
EV
CS
: 1
+0
00
.92
EV
CE
: 4
12
3.4
3
PVI STA: 1+ 044.07
PVI ELEV: 4125.74
LVC: 40.00
BV
CS
: 1
+0
24
.07
BV
CE
: 4
12
4.6
7
EV
CS
: 1
+0
64
.07
EV
CE
: 4
12
7.1
4
PVI STA: 1+ 241.82
PVI ELEV: 4137.37
LVC: 60.00
BV
CS
: 1
+2
11
.82
BV
CE
: 4
13
5.9
3
EV
CS
: 1
+2
71
.82
EV
CE
: 4
13
9.9
3
PVI STA: 1+ 388.27
PVI ELEV: 4149.88
LVC: 80.00
BV
CS
: 1
+3
48
.27
BV
CE
: 4
14
6.4
6
EV
CS
: 1
+4
28
.27
EV
CE
: 4
15
4.0
9
PVI STA: 1
PVI ELEV
LVC: 6
BV
CS
: 1
+4
68
.69
BV
CE
: 4
15
8.3
4
PVI STA: 0+ 869.57
PVI ELEV: 4122.02
LVC: 80.00
BV
CS
: 0
+8
29
.57
BV
CE
: 4
11
7.9
1
EV
CS
: 0
+9
09
.57
EV
CE
: 4
12
2.1
5
PVI STA: 1+ 140.99
PVI ELEV: 4132.53
LVC: 80.00
BV
CS
: 1
+1
00
.99
BV
CE
: 4
12
9.7
3
EV
CS
: 1
+1
80
.99
EV
CE
: 4
13
4.4
5
41
11
.7
7
41
13
.0
4
41
13
.1
2
41
15
.8
1
41
17
.2
7
41
20
.1
0
41
21
.2
0
41
22
.5
2
41
22
.9
6
41
23
.0
3
41
22
.9
1
41
23
.0
6
41
23
.0
9
41
24
.7
7
41
25
.0
3
41
25
.9
2
41
27
.5
2
41
29
.9
8
41
31
.2
7
41
32
.8
6
41
32
.2
9
41
33
.2
8
41
35
.6
1
41
36
.4
2
41
37
.0
8
41
38
.1
4
41
38
.7
4
41
40
.8
2
41
42
.4
9
41
44
.7
6
41
46
.4
4
41
47
.9
4
41
50
.0
0
41
51
.9
2
41
53
.6
3
41
55
.9
0
41
58
.4
1
41
10
.7
0
41
11
.9
0
41
13
.2
0
41
14
.8
9
41
16
.9
2
41
18
.9
1
41
20
.4
6
41
21
.5
1
41
22
.0
6
41
22
.1
8
41
22
.2
4
41
22
.3
0
41
22
.5
9
41
23
.3
9
41
24
.4
5
41
25
.5
8
41
26
.8
6
41
28
.2
6
41
29
.6
6
41
31
.0
1
41
32
.2
5
41
33
.3
8
41
34
.4
0
41
35
.3
6
41
36
.3
4
41
37
.5
3
41
38
.9
7
41
40
.6
3
41
42
.3
4
41
44
.0
5
41
45
.7
6
41
47
.4
8
41
49
.3
0
41
51
.2
1
41
53
.2
3
41
55
.3
2
41
57
.4
3
Lr= 128.81m
Lc= 29.54m
R= 80.00mLr= 80.30m
Lc= 28.82m
R= 160.00mLr= 91.93m
Lc= 22.96m
R= 50.00mLr= 33.48m
Lc= 25.86m
R= 80.00mLr= 168.86m
Lc= 25.86m
R= 100.00mLr= 229.37m
S= 6.02%
28.44m60.00m
S= 10.29%
22.47m40.00m
S= 0.31%
51.35m80.00m
S= 5.34%
23.15m40.00m
S= 7.01%
36.92m40.00m
S= 4.80%
30.83m80.00m
S= 8.54%
76.45m60.00m 80.00m
S= 10.52%
40.42m60.0
0+ 740 0+ 760 0+ 780 0+ 800 0+ 820 0+ 840 0+ 860 0+ 880 0+ 900 0+ 920 0+ 940 0+ 960 0+ 980 1+ 000 1+ 020 1+ 040 1+ 060 1+ 080 1+ 100 1+ 120 1+ 140 1+ 160 1+ 180 1+ 200 1+ 220 1+ 240 1+ 260 1+ 280 1+ 300 1+ 320 1+ 340 1+ 360 1+ 380 1+ 400 1+ 420 1+ 440 1+ 460
N-7
805100
N-7
805000
N-7
805100
N-7
805200
N-7
805000
N-7
805100
N-7
805200
N-7
805300
N-7
805100
N-7
805200
N-7
805300
N-7
805400
N-7
805200
N-7
805300
N-7
805400
N-7
805500
N-7
805300
N-7
805400
N-7
805500
N-7
805600
N-7
805400
N-7
805500
E-2
12900
E-2
13000
E-2
12800
E-2
12900
E-2
13000
E-2
13100
E-2
12900
E-2
13000
E-2
13100
E-2
13200
E-2
13000
E-2
13100
E-2
13200
E-2
13300
E-2
13100
E-2
13200
E-2
13300
400
E-2
13200
E-2
13300
E-2
13400
E-2
13300
0+700
0+750
0+8000+850 0+900
0+950
1+0001+050
1+100
1+150
1+200
1+250
1+300
1+350
1+400
1+450
1+500
1+600
1+650
1+700
1+750
1+800
PC
: 0
+7
86
.14
PT
: 0
+8
15
.67
PC
: 0
+8
95
.97
PT
: 0
+9
24
.80
PC
: 1
+0
16
.73
PT
: 1
+0
39
.69
PC
: 1
+0
73
.17
PT
: 1
+0
99
.03
PC
: 1
+2
67
.90
PT
: 1
+2
93
.76
PC
: 1
+7
58
.09
PT
:
P.I. 49
P.I. 50
P.I. 51
P.I. 52
P.I. 53
P.I
. 5
5
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
0+740.00
1+460.00
2
4158
4160
4162
4164
4166
4168
4170
4172
4174
4176
4178
4179
4180
4182
4184
4186
4188
4190
4192
4194
4196
4198
4197
4198
4200
4202
4204
4206
4208
4210
4212
4214
4216
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= - 0.996%
S=
11.9
99%
S=
12.0
15%
S=
7.189%
S=
8.3
34%
PVI STA: 1+ 498.69
PVI ELEV: 4161.50
LVC: 60.00
EV
CS
: 1
+5
28
.69
EV
CE
: 4
16
5.1
0
PVI STA: 1+ 740.63
PVI ELEV: 4170.09
LVC: 40.00
BV
CS
: 1
+7
20
.63
BV
CE
: 4
17
0.2
9
EV
CS
: 1
+7
60
.63
EV
CE
: 4
17
2.4
9
PVI STA: 2+ 078.90
PVI ELEV: 4202.79
LVC: 80.00
BV
CS
: 2
+0
38
.90
BV
CE
: 4
19
9.9
2
EV
CS
: 2
+1
18
.90
EV
CE
: 4
20
6.1
2
PVI STA: 1+ 583.26
PVI ELEV: 4171.66
LVC: 40.00
BV
CS
: 1
+5
63
.26
BV
CE
: 4
16
9.2
6
EV
CS
: 1
+6
03
.26
EV
CE
: 4
17
1.4
6
PVI STA: 1+ 914.86
PVI ELEV: 4191.00
LVC: 80.00
BV
CS
: 1
+8
74
.86
BV
CE
: 4
18
6.2
0
EV
CS
: 1
+9
54
.86
EV
CE
: 4
19
3.8
7
PVI STA: 2+ 198.59
PVI ELEV: 4212.77
LVC: 80.00
BV
CS
: 2
+1
58
.59
BV
CE
: 4
20
9.4
3
41
60
.3
0
41
62
.0
5
41
64
.7
2
41
69
.0
3
41
74
.1
3
41
74
.1
0
41
73
.0
5
41
71
.9
9
41
71
.6
2
41
71
.5
4
41
71
.4
1
41
71
.2
2
41
70
.8
9
41
70
.4
7
41
70
.7
3
41
75
.7
4
41
81
.0
7
41
83
.3
2
41
85
.5
2
41
87
.6
3
41
89
.2
3
41
90
.6
0
41
91
.9
6
41
93
.5
4
41
94
.8
7
41
96
.1
6
41
97
.7
1
41
98
.8
1
42
00
.6
1
42
02
.2
0
42
03
.6
9
42
05
.0
4
42
06
.7
7
42
08
.6
0
42
10
.0
9
42
11
.6
4
42
13
.1
1
41
59
.5
5
41
61
.7
6
41
64
.0
7
41
66
.4
6
41
68
.8
6
41
70
.8
1
41
71
.4
8
41
71
.2
9
41
71
.0
9
41
70
.8
9
41
70
.7
0
41
70
.5
0
41
70
.3
0
41
70
.7
1
41
72
.4
2
41
74
.8
2
41
77
.2
2
41
79
.6
2
41
82
.0
2
41
84
.4
2
41
86
.8
1
41
89
.0
2
41
91
.0
0
41
92
.7
4
41
94
.2
4
41
95
.6
8
41
97
.1
2
41
98
.5
6
41
99
.9
9
42
01
.4
6
42
02
.9
9
42
04
.5
8
42
06
.2
2
42
07
.8
8
42
09
.5
5
42
11
.1
4
42
12
.6
1
Lr= 229.37m
Lc= 43.01m
R= 15.00mLr= 191.96m
Lc= 41.97m
R= 15.00mLr= 63.21m
Lc= 24.00m
R= 350.00mLr= 47.24m
Lc= 26.00m
R= 60.00mLr= 58.69m
Lc= 25.87m
R= 60.00mLr= 78.05m
Lc= 25.52m
R= 300.00mLr= 62.35m
Lc=
R= 8
117.36m40.00mS= 12.00%
114.23m40.00m 80.00m 80.00m
S= 12.02%
34.57m60.00m
S= 7.19%
84.04m
S= 8.33%
39.69m80.00m
1+ 480 1+ 500 1+ 520 1+ 540 1+ 560 1+ 580 1+ 600 1+ 620 1+ 640 1+ 660 1+ 680 1+ 700 1+ 720 1+ 740 1+ 760 1+ 780 1+ 800 1+ 820 1+ 840 1+ 860 1+ 880 1+ 900 1+ 920 1+ 940 1+ 960 1+ 980 2+ 000 2+ 020 2+ 040 2+ 060 2+ 080 2+ 100 2+ 120 2+ 140 2+ 160 2+ 180 2+ 200
ALC
01 2
+254
N-7
80
45
00
N-7
80
46
00
N-7
80
47
00
N-7
80
45
00
N-7
80
46
00
N-7
80
47
00
N-7
80
48
00
N-7
80
49
00
N-7
80
50
00
N-7
80
51
00
N-7
80
52
00
N-7
80
45
00
N-7
80
46
00
N-7
80
47
00
N-7
80
48
00
N-7
80
49
00
N-7
80
50
00
N-7
80
51
00
N-7
80
52
00
N-7
80
52
00
0
E-212900
3000
E-212800
E-212900
E-213000
E-212800
E-212900
E-213000
E-212900
E-213000
E-212900
E-213000
E-212900
E-213000
E-212900
E-213000
E-212900
E-213000
E-213100
1+
150
1+
200
1+
250
1+300
1+350
1+400
1+450
1+500
1+
55
0
1+
600
1+
650
1+
700
1+
750
1+800
1+850
1+900
1+950
2+
000
2+050
2+100
2+150
2+200
2+
250
2+
300
PC
: 1+
267.9
0
PT
: 1
+2
93
.76
PC
: 1
+5
23
.13
PT:
1+
566.1
3
PC:
1+
758.0
9
PT
: 1
+8
00
.06
PC
: 1
+8
63
.27
PT
: 1
+8
87
.27
PC
: 1
+9
34
.52
PT:
1+
960.5
2
PC:
2+
019.2
1
PT
: 2
+0
45
.08
PC
: 2
+1
23
.13
PT
: 2
+1
48
.65
PC
: 2
+2
11
.00
PT:
2+
237.0
8
P.I. 5
3
P.I
. 54
P.I
. 55
P.I. 56
P.I. 5
7
P.I. 5
8
P.I. 59
P.I. 6
0
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
1+480.00
2+200.00
3
4212
4214
4216
4218
4220
4222
4224
4226
4228
4230
4232
4194
4196
4198
4200
4202
4204
4206
4208
4210
4212
4214
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-9.3
78%
S= -4.257%
S=
-9.5
18%
S= - 0.110%
S= 1.8
S=5.7
82%
S=
11.2
23%
PVI STA: 2+ 308.71
PVI ELEV: 4219.13
LVC: 40.00
BV
CS
: 2
+2
88
.71
BV
CE
: 4
21
7.9
8
EV
CS
: 2
+3
28
.71
EV
CE
: 4
22
1.3
8
PVI STA: 2+ 540.60
PVI ELEV: 4218.84
LVC: 40.00
BV
CS
: 2
+5
20
.60
BV
CE
: 4
22
0.7
2
EV
CS
: 2
+5
60
.60
EV
CE
: 4
21
7.9
9
PVI STA: 2+ 807.50
PVI ELEV: 4198.81
LVC: 60.00
BV
CS
: 2
+7
77
.50
BV
CE
: 4
20
1.6
7
EV
CS
: 2
+8
37
.50
EV
CE
: 4
19
8.7
8
PVI STA: 2+ 912.86
PVI ELEV: 4198.69
LVC: 40.00
BV
CS
: 2
+8
92
.86
BV
CE
: 4
19
8.7
2
EV
CS
: 2
+9
32
.86
EV
CE
: 4
19
9.0
6
PVI STA: 2+ 198.59
PVI ELEV: 4212.77
LVC: 80.00
EV
CS
: 2
+2
38
.59
EV
CE
: 4
21
5.0
8
PVI STA: 2+ 412.87
PVI ELEV: 4230.82
LVC: 90.00
BV
CS
: 2
+3
67
.87
BV
CE
: 4
22
5.7
7
EV
CS
: 2
+4
57
.87
EV
CE
: 4
22
6.6
0
PVI STA: 2+ 642.65
PVI ELEV: 4214.50
LVC: 60.00
BV
CS
: 2
+6
12
.65
BV
CE
: 4
21
5.7
8
EV
CS
: 2
+6
72
.65
EV
CE
: 4
21
1.6
4
42
14
.4
8
42
15
.7
2
42
16
.7
5
42
17
.7
7
42
18
.9
8
42
20
.6
3
42
22
.7
3
42
25
.0
9
42
27
.1
8
42
28
.2
6
42
28
.4
9
42
28
.2
6
42
27
.2
8
42
25
.2
0
42
22
.8
8
42
21
.0
8
42
19
.0
2
42
18
.9
8
42
17
.8
9
42
16
.8
3
42
15
.8
0
42
15
.2
3
42
13
.3
5
42
11
.2
1
42
09
.5
5
42
07
.6
1
42
05
.8
1
42
04
.4
9
42
04
.0
5
41
99
.7
3
41
99
.1
0
42
01
.3
2
42
01
.0
4
41
99
.8
7
41
99
.1
7
41
98
.8
9
41
99
.7
5
42
13
.9
5
42
15
.1
6
42
16
.3
2
42
17
.4
7
42
18
.7
2
42
20
.4
5
42
22
.6
4
42
24
.8
9
42
26
.9
6
42
28
.2
0
42
28
.5
1
42
27
.9
1
42
26
.4
0
42
24
.5
3
42
22
.6
5
42
20
.7
8
42
19
.1
4
42
18
.0
2
42
17
.1
7
42
16
.3
2
42
15
.4
4
42
14
.2
8
42
12
.7
8
42
10
.9
4
42
09
.0
4
42
07
.1
4
42
05
.2
3
42
03
.3
3
42
01
.4
3
41
99
.9
2
41
99
.0
4
41
98
.7
7
41
98
.7
5
41
98
.7
3
41
98
.7
2
41
98
.8
6
41
99
.1
9
Lc= 26.09m
R= 80.00mLr= 114.43m
Lc= 24.57m
R= 120.00mLr= 123.62m
Lc= 28.64m
R= 120.00mLr= 27.88m
Lc= 28.90m
R= 180.00mLr= 53.25m
Lc= 30.59m
R= 100.00mLr= 81.69m
Lc= 24.09m
R= 25.00mLr= 12.64m
Lc= 36.13m
R= 20.00mLr= 42.62m
Lc= 21.40m
R= 160.00mLr= 59.84m
Lc= 2
R= 5
80.00m 62.73m90.00m 52.05m40.00m 104.85m60.00m 55.36m60.00mS= 1.82%
30.21m40.00m
S= 5.78%
50.13m
S= 11.22%
39.16m40.00m
2+ 220 2+ 240 2+ 260 2+ 280 2+ 300 2+ 320 2+ 340 2+ 360 2+ 380 2+ 400 2+ 420 2+ 440 2+ 460 2+ 480 2+ 500 2+ 520 2+ 540 2+ 560 2+ 580 2+ 600 2+ 620 2+ 640 2+ 660 2+ 680 2+ 700 2+ 720 2+ 740 2+ 760 2+ 780 2+ 800 2+ 820 2+ 840 2+ 860 2+ 880 2+ 900 2+ 920 2+ 940
ALC
01 2
+2
ALC
02 2
+805
N-7
80
41
00
N-7
80
41
00
N-7
80
42
00
N-7
80
43
00
N-7
80
41
00
N-7
80
42
00
N-7
80
43
00
N-7
80
44
00
N-7
80
45
00
N-7
80
43
00
N-7
80
44
00
N-7
80
45
00
N-7
80
46
00
N-7
80
47
00
N-7
80
45
00
N-7
80
46
00
N-7
80
47
00
N-7
80
47
00
E-212400
E-212500
E-212600
E-212500
E-212600
E-212500
E-212600
E-212700
E-212600
E-212700
E-212600
E-212700
E-212800
E-212700
E-212800
E-212700
E-212800
E-212900
2+200
2+250
2+300
2+350
2+400
2+450
2+500 2+550
2+600
2+6502+700
2+750
2+800
2+
850
2+
900
2+950
3+000
PC
: 2
+2
11
.00
PT
: 2
+2
37
.08
PC
: 2
+3
51
.51
PT
: 2
+3
76
.08
PC
: 2
+4
99
.71
PT
: 2
+5
28
.34
PC
: 2
+5
56
.22
PT
: 2
+5
85
.13
PC
: 2
+6
38
.37
PT
: 2
+6
68
.96
PC
: 2
+7
50
.66
PT: 2+774.75
PC: 2+787.39
PT:
2+
823.5
2
PC:
2+
866.1
4
PT: 2
+887.5
3
PC
: 2
+947.3
7
PT
: 2
+9
74
.99
P.I. 60
P.I. 61
P.I. 62
P.I. 63
P.I. 64
P.I. 6
5
P.I. 66
P.I. 6
7
P.I. 68
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
2+220.00
2+940.00
4
4188
4190
4192
4194
4196
4198
4200
4202
4204
4206
4208
4207
4208
4210
4212
4214
4216
4218
4220
4222
4224
4226
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= -3.240%
S= -2.399%
S=
9.4
14%
S= 3.219%
S=
7.127%
S= 4.256%
PVI STA: 3+ 094.29
PVI ELEV: 4196.87
LVC: 60.00
BV
CS
: 3
+0
64
.29
BV
CE
: 4
19
7.8
4
EV
CS
: 3
+1
24
.29
EV
CE
: 4
19
6.1
5
PVI STA: 3+ 219.14
PVI ELEV: 4193.88
LVC: 40.00
BV
CS
: 3
+1
99
.14
BV
CE
: 4
19
4.3
6
EV
CS
: 3
+2
39
.14
EV
CE
: 4
19
5.7
6
PVI STA: 3+ 487.71
PVI ELEV: 4209.54
LVC: 100.00BV
CS
: 3
+4
37
.7
BV
CE
: 4
20
7.9
EV
CS
: 3
+5
37
.71
EV
CE
: 4
21
3.1
0
PVI STA: 3+ 689.6
PVI ELEV: 4221.28
LVC: 60.00
BV
CS
: 3
+6
59
.69
BV
CE
: 4
22
0.0
0
PVI STA: 2+ 993.06
PVI ELEV: 4200.15
LVC: 60.00
BV
CS
: 2
+9
63
.06
BV
CE
: 4
19
9.6
1
EV
CS
: 3
+0
23
.06
EV
CE
: 4
19
9.1
8
PVI STA: 3+ 332.45
PVI ELEV: 4204.54
LVC: 60.00
BV
CS
: 3
+3
02
.45
BV
CE
: 4
20
1.7
2
EV
CS
: 3
+3
62
.45
EV
CE
: 4
20
5.5
1
PVI STA: 3+ 597.02
PVI ELEV: 4217.33
LVC: 40.00
BV
CS
: 3
+5
77
.02
BV
CE
: 4
21
5.9
1
EV
CS
: 3
+6
17
.02
EV
CE
: 4
21
8.1
8
42
00
.0
1
42
00
.1
7
41
99
.9
8
41
99
.4
9
41
98
.8
8
41
98
.7
8
41
98
.4
0
41
95
.4
9
41
97
.6
6
41
98
.5
4
41
98
.4
8
41
96
.9
8
41
95
.4
9
41
90
.8
0
41
97
.5
3
42
00
.1
0
42
00
.6
9
42
01
.4
9
42
04
.2
0
42
05
.8
2
42
06
.3
5
42
06
.5
3
42
07
.1
1
42
07
.5
9
42
08
.3
8
42
09
.5
0
42
10
.4
4
42
10
.6
7
42
12
.5
2
42
13
.4
6
42
14
.9
2
42
16
.9
3
42
18
.2
4
42
18
.5
6
42
19
.6
7
42
20
.2
5
42
21
.4
6
41
99
.5
5
41
99
.7
9
41
99
.7
0
41
99
.2
7
41
98
.6
3
41
97
.9
8
41
97
.3
5
41
96
.7
8
41
96
.2
6
41
95
.7
7
41
95
.2
9
41
94
.8
1
41
94
.3
4
41
94
.5
0
41
95
.8
4
41
97
.7
2
41
99
.6
1
42
01
.4
9
42
03
.2
1
42
04
.5
3
42
05
.4
3
42
06
.0
7
42
06
.7
2
42
07
.3
6
42
08
.0
1
42
08
.7
5
42
09
.6
4
42
10
.6
9
42
11
.9
0
42
13
.2
7
42
14
.6
9
42
16
.1
2
42
17
.3
5
42
18
.3
1
42
19
.1
6
42
20
.0
1
42
20
.9
5
Lc= 27.62m
R= 50.00mLr= 105.34m
Lc= 24.90m
R= 50.00mLr= 26.90m
Lc= 32.22m
R= 30.00mLr= 37.33m
Lc= 33.15m
R= 20.00mLr= 22.40m
Lc= 63.32m
R= 55.00mLr= 33.77m
Lc= 27.20m
R= 120.00mLr= 107.21m
Lc= 26.63m
R= 40.00mLr= 50.86m
Lc= 27.66m
R= 60.00mLr= 22.00m
Lc= 22.24m
R= 60.00mLr= 22.33m
Lc= 58.82m
R= 90.00m
S= 1.82%
30.21m41.22m60.00m 74.85m60.00m
S= 9.41%
63.32m40.00m
S= 3.22%
75.26m60.00m
S= 7.13%
39.31m100.00m
S= 4.26%
42.66m40.00m 60.00m
2+ 960 2+ 980 3+ 000 3+ 020 3+ 040 3+ 060 3+ 080 3+ 100 3+ 120 3+ 140 3+ 160 3+ 180 3+ 200 3+ 220 3+ 240 3+ 260 3+ 280 3+ 300 3+ 320 3+ 340 3+ 360 3+ 380 3+ 400 3+ 420 3+ 440 3+ 460 3+ 480 3+ 500 3+ 520 3+ 540 3+ 560 3+ 580 3+ 600 3+ 620 3+ 640 3+ 660 3+ 680
ALC
03 3
+0
ALC
04 3
+218
ALC
05 3
+505
N-7
80
34
00
N-7
80
35
00
N-7
80
36
00
N-7
80
34
00
N-7
80
35
00
N-7
80
36
00
N-7
80
37
00
N-7
80
38
00
N-7
80
39
00
-7
80
40
00
N-7
80
3
N-7
80
36
00
N-7
80
37
00
N-7
80
38
00
N-7
80
39
00
N-7
80
40
00
N-7
80
41
00
N-7
80
39
00
N-7
80
40
00
N-7
80
41
00
E-212300
E-212400
E-212300
E-212400
E-212300
E-212400
E-212500
E-212400
E-212500
E-212400
E-212500
E-212400
E-212500
E-212600
E-212400
E-212500
E-212600
E-212500
E-212600
2+900
2+950
3+000
3+0503+100
3+150
3+
200
3+
250
3+300
3+350
3+400
3+450
3+500
3+550
3+600 3+650 3+700
PC
: 2
+9
47.3
7
PT
: 2
+9
74
.99
PC
: 3
+0
80
.33
PT
: 3
+1
05
.23
PC
: 3
+1
32
.13
PT: 3
+164.3
5
PC
: 3
+201.6
8
PT: 3+
234.83
PC: 3+
257.22
PT
: 3
+3
20
.54
PC
: 3
+3
54
.31
PT
: 3
+3
81
.50
PC
: 3
+4
88
.71
PT
: 3
+5
15
.34
PC
: 3
+5
66
.20
PT
: 3
+5
93
.85
PC
: 3
+6
15
.86
PT
: 3
+6
38
.10
PC
: 3
+6
60
.43
PT
: 3
+7
19.2
5P.I. 68
P.I. 69
P.I. 70
P.I. 71
P.I. 72P.I.
73
P.I. 74
P.I. 75
P.I. 76
P.I. 77
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
2+960.00
3+680.00
5
4220
4222
4224
4226
4228
4230
4232
4234
4236
4238
4240
4235
4236
4238
4240
4242
4244
4246
4248
4250
4252
4254
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=6.6
90%
S= 1.407%
S= 3.005%
S= -4.802%
S=5.9
22%
PVI STA: 3+ 689.69
PVI ELEV: 4221.28
LVC: 60.00
EV
CS
: 3
+7
19
.69
EV
CE
: 4
22
3.2
8
PVI STA: 3+ 994.05
PVI ELEV: 4237.61
LVC: 60.00
BV
CS
: 3
+9
64
.05
BV
CE
: 4
23
7.1
9
EV
CS
: 4
+0
24
.05
EV
CE
: 4
23
8.5
1
PVI STA: 4+ 214.18
PVI ELEV: 4238.42
LVC: 40.00
BV
CS
: 4
+1
94
.18
BV
CE
: 4
23
9.3
8
EV
CS
: 4
+2
34
.18
EV
CE
: 4
23
9.6
0
PVI STA: 4+ 413.52
PVI ELEV: 4250.22
LVC: 80.00
BV
CS
: 4
+3
73
.52
BV
CE
: 4
24
7.8
6
PVI STA: 3+ 917.82
PVI ELEV: 4236.54
LVC: 40.00
BV
CS
: 3
+8
97
.82
BV
CE
: 4
23
5.2
0
EV
CS
: 3
+9
37
.82
EV
CE
: 4
23
6.8
2
PVI STA: 4+ 139.82
PVI ELEV: 4241.99
LVC: 60.00
BV
CS
: 4
+1
09
.82
BV
CE
: 4
24
1.0
9
EV
CS
: 4
+1
69
.82
EV
CE
: 4
24
0.5
5
42
22
.8
8
42
23
.5
9
42
26
.1
3
42
27
.7
3
42
27
.9
5
42
29
.1
7
42
30
.3
8
42
32
.2
8
42
33
.1
4
42
34
.4
1
42
36
.5
6
42
37
.3
3
42
39
.0
4
42
39
.2
7
42
38
.4
2
42
39
.5
3
42
41
.0
9
42
42
.5
9
42
43
.6
8
42
42
.9
1
42
43
.0
3
42
45
.6
0
42
47
.0
2
42
47
.3
9
42
44
.1
7
42
42
.5
4
42
38
.7
5
42
41
.8
7
42
41
.5
7
42
43
.7
5
42
46
.2
0
42
47
.1
9
42
49
.1
0
42
49
.4
0
42
49
.9
3
42
53
.5
8
42
53
.1
2
42
22
.0
4
42
23
.3
0
42
24
.6
4
42
25
.9
8
42
27
.3
2
42
28
.6
6
42
29
.9
9
42
31
.3
3
42
32
.6
7
42
34
.0
1
42
35
.3
4
42
36
.3
6
42
36
.8
5
42
37
.1
3
42
37
.4
5
42
37
.8
7
42
38
.3
9
42
38
.9
9
42
39
.5
9
42
40
.1
9
42
40
.7
9
42
41
.3
3
42
41
.4
0
42
40
.9
6
42
40
.0
6
42
39
.1
5
42
39
.0
3
42
39
.9
5
42
41
.1
3
42
42
.3
2
42
43
.5
0
42
44
.6
9
42
45
.8
7
42
47
.0
6
42
48
.2
5
42
49
.6
2
42
51
.2
3
Lc= 58.82m
R= 90.00mLr= 77.34m
Lc= 34.36m
R= 120.00mLr= 30.82m
Lc= 19.86m
R= 60.00mLr= 32.04m
Lc= 20.02m
R= 40.00mLr= 19.77m
Lc= 28.27m
R= 50.00mLr= 156.11m
Lc= 32.30m
R= 30.00mLr= 30.02m
Lc= 35.94m
R= 20.00mLr= 73.54m
Lc= 37.16m
R= 50.00mLr= 40.06m
Lc= 42.08m
R= 30.00m
S= 6.69%
178.14m60.00m
S= 1.41%
26.22m40.00m
S= 3.01%
85.77m60.00m 24.36m60.00m
S= 5.92%
139.34m40.00m 80.00m
3+ 700 3+ 720 3+ 740 3+ 760 3+ 780 3+ 800 3+ 820 3+ 840 3+ 860 3+ 880 3+ 900 3+ 920 3+ 940 3+ 960 3+ 980 4+ 000 4+ 020 4+ 040 4+ 060 4+ 080 4+ 100 4+ 120 4+ 140 4+ 160 4+ 180 4+ 200 4+ 220 4+ 240 4+ 260 4+ 280 4+ 300 4+ 320 4+ 340 4+ 360 4+ 380 4+ 400 4+ 420
LEVANTAR
150 m
ALC
06
4+21
5
AL
N-7
802900
N-7
803000
N-7
803100
N-7
802900
N-7
803000
N-7
803100
N-7
803200
N-7
803000
N-7
803100
N-7
803200
N-7
803300
N-7
803100
N-7
803200
N-7
803300
N-7
803400
N
N-7
803300
N-7
803400
N-7
803500
N-7
803400
E-2
11900
E-2
12000
E-2
11800
E-2
11900
E-2
12000
E-2
12100
E-2
11900
E-2
12000
E-2
12100
200
E-2
12000
E-2
12100
E-2
12200
E-2
12100
E-2
12200
E-2
12300
E-2
12200
E-2
12300
E-2
12400
E-2
12300
3+650
3+700 3+7503+800
3+850
3+900
3+950
4+000
4+050
4+100
4+150
4+
20
0
4+250
4+300
4+350
4+400
4+
45
0
4+
50
0
PT: 3
+638.1
0
PC
: 3
+660.4
3
PT
: 3
+7
19
.25
PC
: 3
+7
96
.59
PT
: 3
+8
30
.94
PC
: 3
+8
61
.77
PT
: 3
+8
81
.62
PC
: 3
+9
13
.66
PT
: 3
+9
33
.68
PC
: 3
+9
53
.45
PT
: 3
+9
81
.72
PC
: 4
+1
37
.83
PT: 4+170.12
PC: 4+200.15
PT: 4
+236.0
8
PC
: 4
+309.6
2
PT
: 4
+3
46
.79
PC
: 4
+3
86
.85
PT: 4+428.92
PC: 4+505.33
P.I. 76
P.I. 77
P.I. 78
P.I. 79
P.I. 80
P.I. 81
P.I
. 82
P.I. 83
P.I. 84
P.I. 85
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
3+700.00
4+420.00
6
4252
4254
4256
4258
4260
4262
4264
4266
4268
4270
4272
4272
4274
4276
4278
4280
4282
4284
4286
4288
4290
4292
4293
4294
4296
4298
4300
4302
4304
4306
4308
4310
4312
4308
4310
4312
4314
4316
4318
4320
4322
4324
4326
4328
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
10.5
04%
S=
9.0
33%
S=5.6
97%
S=
10.5
09%
S=
9.6
40%
S=
9.7
59%
PVI STA: 4+ 413.52
PVI ELEV: 4250.22
LVC: 80.00
EV
CS
: 4
+4
53
.52
EV
CE
: 4
25
4.4
3
PVI STA: 4+ 653.79
PVI ELEV: 4270.90
LVC: 60.00
BV
CS
: 4
+6
23
.79
BV
CE
: 4
26
9.2
0
EV
CS
: 4
+6
83
.79
EV
CE
: 4
27
4.0
6
PVI STA: 4+ 975.62
PVI ELEV: 4303.29
LVC: 80.00
BV
CS
: 4
+9
35
.62
BV
CE
: 4
29
9.4
3
EV
CS
: 5
+0
15
.62
EV
CE
: 4
30
7.1
9
PVI STA: 5+ 129.62
PVI ELEV: 4318.32
LVC: 80.00
BV
CS
: 5
+0
89
.62
BV
CE
: 4
31
4.4
2
PVI STA: 4+ 502.25
PVI ELEV: 4259.54
LVC: 40.00
BV
CS
: 4
+4
82
.25
BV
CE
: 4
25
7.4
4
EV
CS
: 4
+5
22
.25
EV
CE
: 4
26
1.3
5
PVI STA: 4+ 583.98
PVI ELEV: 4266.93
LVC: 50.00
BV
CS
: 4
+5
58
.98
BV
CE
: 4
26
4.6
7
EV
CS
: 4
+6
08
.98
EV
CE
: 4
26
8.3
5
PVI STA: 4+ 810.59
PVI ELEV: 4287.38
LVC: 40.00
BV
CS
: 4
+7
90
.59
BV
CE
: 4
28
5.2
8
EV
CS
: 4
+8
30
.59
EV
CE
: 4
28
9.3
1
42
54
.5
2
42
55
.7
8
42
58
.1
7
42
60
.5
0
42
62
.1
5
42
63
.3
4
42
65
.0
0
42
67
.1
2
42
68
.6
1
42
69
.4
0
42
70
.6
6
42
72
.8
3
42
74
.8
7
42
76
.4
1
42
78
.3
9
42
80
.5
9
42
82
.7
3
42
85
.3
9
42
87
.7
3
42
89
.0
7
42
90
.1
4
42
92
.2
9
42
99
.1
9
42
98
.6
5
43
00
.3
3
43
09
.3
6
43
07
.1
1
43
05
.1
9
43
07
.3
4
43
09
.8
4
43
11
.7
6
43
14
.7
5
43
17
.7
7
43
18
.1
8
43
18
.7
9
43
22
.4
5
43
23
.5
7
42
53
.0
6
42
55
.1
1
42
57
.2
1
42
59
.2
5
42
61
.1
5
42
62
.9
5
42
64
.7
6
42
66
.4
2
42
67
.8
1
42
68
.9
8
42
70
.2
2
42
71
.7
8
42
73
.6
6
42
75
.7
6
42
77
.8
6
42
79
.9
6
42
82
.0
7
42
84
.1
7
42
86
.2
6
42
88
.2
8
42
90
.2
2
42
92
.1
5
42
94
.0
7
42
96
.0
0
42
97
.9
3
42
99
.8
6
43
01
.7
9
43
03
.7
3
43
05
.6
7
43
07
.6
2
43
09
.5
7
43
11
.5
3
43
13
.4
8
43
15
.4
4
43
17
.4
7
43
19
.5
8
43
21
.7
6
Lc= 42.08m
R= 30.00mLr= 76.41m
Lc= 59.38m
R= 120.00mLr= 43.24m
Lc= 44.90m
R= 50.00mLr= 71.18m
Lc= 28.47m
R= 160.00mLr= 86.04m
Lc= 36.78m
R= 300.00mLr= 224.63m
Lc= 30.04m
R= 60.00mLr= 49.40m
S= 10.50%
28.73m80.00m
S= 9.03%
36.73m40.00m
S= 5.70%
14.81m50.00m
S= 10.51%
106.79m60.00m
S= 9.64%
105.03m40.00m
S= 9.76%
74.00m80.00m 80.00m
4+ 440 4+ 460 4+ 480 4+ 500 4+ 520 4+ 540 4+ 560 4+ 580 4+ 600 4+ 620 4+ 640 4+ 660 4+ 680 4+ 700 4+ 720 4+ 740 4+ 760 4+ 780 4+ 800 4+ 820 4+ 840 4+ 860 4+ 880 4+ 900 4+ 920 4+ 940 4+ 960 4+ 980 5+ 000 5+ 020 5+ 040 5+ 060 5+ 080 5+ 100 5+ 120 5+ 140 5+ 16
LEVANTAR
400
m
150
120
ALC
07 4
+385
-7
80
23
00
N-7
80
23
00
N-7
80
24
00
N-7
80
25
00
N-7
80
23
00
N-7
80
22
00
N-7
80
24
00
N-7
80
25
00
N-7
80
26
00
N-7
80
27
00
N-7
80
28
00
N-7
8
N-7
80
25
00
N-7
80
26
00
N-7
80
27
00
N-7
80
28
00
N-7
80
29
00
N-7
80
27
00
N-7
80
28
00
N-7
80
29
00
E-211800
E-211600
E-211700
E-211800
E-211700
E-211800
E-211700
E-211800
E-211900
E-211800
E-211900
E-211800
E-211900
E-212000
E-211800
E-211900
E-212000
E-211900
E-212000
4+400
4+
450
4+
500
4+550
4+6004+650
4+700
4+750
4+800
4+850
4+900
4+950
5+000
5+050
5+100
5+150
5+200
PT
: 4
+3
46.7
9
PC
: 4
+3
86.8
5
PT:
4+
428.9
2
PC:
4+
505.3
3
PT
: 4
+5
64
.72 P
C: 4
+6
07
.96
PT
: 4
+6
52.8
6
PC
: 4
+7
24.0
4
PT
: 4
+7
52
.51
PC
: 4
+8
38
.55
PT
: 4
+8
75
.33
PC
: 5
+0
99
.96
PT
: 5
+1
29
.99
PC
: 5
+1
79
.40
P.I. 85
P.I. 86
P.I. 87
P.I. 8
8
P.I. 89
P.I. 90
P.I. 91
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
4+440.00
5+160.00
7
4322
4324
4326
4328
4330
4332
4334
4336
4338
4340
4342
4342
4344
4346
4348
4350
4352
4354
4356
4358
4360
4362
4362
4364
4366
4368
4370
4372
4374
4376
4378
4380
4382
4380
4382
4384
4386
4388
4390
4392
4394
4396
4398
4400
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
11.2
97%
S=
8.5
99%
S=
10.9
32%
PVI STA: 5+ 129.62
PVI ELEV: 4318.32
LVC: 80.00
EV
CS
: 5
+1
69
.62
EV
CE
: 4
32
2.8
4
PVI STA: 5+ 763.61
PVI ELEV: 4383.59
LVC: 80.00
BV
CS
: 5
+7
23
.61
BV
CE
: 4
38
0.1
5
EV
CS
: 5
+8
03
.61
EV
CE
: 4
38
7.9
6
PVI STA: 5+ 528.02
PVI ELEV: 4363.33
LVC: 80.00
BV
CS
: 5
+4
88
.02
BV
CE
: 4
35
8.8
1
EV
CS
: 5
+5
68
.02
EV
CE
: 4
36
6.7
7
PVI STA: 5+ 904.32
PVI ELEV: 4398.97
LVC: 100.00
BV
CS
: 5
+8
54
.32
BV
CE
: 4
39
3.5
0
43
28
.6
8
43
37
.8
3
43
35
.4
6
43
33
.9
1
43
33
.8
7
43
36
.0
2
43
38
.7
5
43
42
.2
5
43
42
.6
2
43
45
.1
3
43
47
.4
9
43
50
.1
5
43
52
.3
9
43
53
.5
8
43
57
.0
9
43
57
.9
4
43
61
.6
4
43
65
.1
1
43
65
.8
4
43
66
.0
5
43
66
.6
4
43
71
.3
0
43
73
.4
2
43
73
.9
5
43
75
.0
0
43
76
.2
9
43
82
.3
6
43
85
.5
7
43
85
.6
2
43
84
.9
8
43
86
.1
9
43
87
.8
5
43
90
.1
0
43
92
.5
8
43
95
.6
1
43
96
.2
4
43
96
.1
4
43
24
.0
1
43
26
.2
7
43
28
.5
3
43
30
.7
9
43
33
.0
5
43
35
.3
1
43
37
.5
7
43
39
.8
3
43
42
.0
9
43
44
.3
5
43
46
.6
1
43
48
.8
6
43
51
.1
2
43
53
.3
8
43
55
.6
4
43
57
.9
0
43
60
.1
4
43
62
.2
5
43
64
.2
3
43
66
.0
7
43
67
.8
0
43
69
.5
2
43
71
.2
4
43
72
.9
6
43
74
.6
8
43
76
.4
0
43
78
.1
2
43
79
.8
4
43
81
.6
0
43
83
.4
7
43
85
.4
6
43
87
.5
7
43
89
.7
5
43
91
.9
4
43
94
.0
9
43
95
.5
6
43
96
.1
3
Lr= 49.40m
Lc= 45.45m
R= 80.00mLr= 88.07m
Lc= 32.91m
R= 250.00mLr= 34.31m
Lc= 27.10m
R= 100.00mLr= 52.58m
Lc= 26.16m
R= 80.00mLr= 90.24m
Lc= 36.12m
R= 12.00mLr= 67.94m
Lc= 33.80m
R= 12.00mLr= 123.80m
Lc= 87.40m
R= 38.00m
S= 11.30%
318.40m80.00m
S= 8.60%
155.58m80.00m
S= 10.93%
50.72m80.00m 100.00m
5+ 180 5+ 200 5+ 220 5+ 240 5+ 260 5+ 280 5+ 300 5+ 320 5+ 340 5+ 360 5+ 380 5+ 400 5+ 420 5+ 440 5+ 460 5+ 480 5+ 500 5+ 520 5+ 540 5+ 560 5+ 580 5+ 600 5+ 620 5+ 640 5+ 660 5+ 680 5+ 700 5+ 720 5+ 740 5+ 760 5+ 780 5+ 800 5+ 820 5+ 840 5+ 860 5+ 880 5+ 9
120
N-7
801900
N-7
801800
N-7
801900
N-7
802000
N-7
801800
N-7
801900
N-7
802000
N-7
802100
N-7
801900
N-7
802000
N-7
802100
N-7
802200
N-7
802000
N-7
802100
N-7
802300
N-7
802200
N-7
802100
N-7
802300
N-7
802200
N-7
802400
N-7
802300
N-7
802200
E-2
11300
E-2
11400
E-2
11300
E-2
11200
E-2
11400
E-2
11500
E-2
11300
E-2
11400
E-2
11500
E-2
11600
E-2
11400
E-2
11500
E-2
11600
E-2
11700
E-2
11500
E-2
11600
E-2
11700
E-2
11800
E-2
11600
E-2
11700
E-2
11800
E-2
11700
5+050
5+100
5+
150
5+200
5+250
5+300
5+350
5+4005+450
5+500
5+550
5+
60
0
5+650
5+
700 5+750
5+800
5+850
5+
90
0
5+
950
6+150
6+
200
6+
250
PC
: 5
+0
99
.96
PT:
5+
129.9
9
PC:
5+
179.4
0
PT
: 5
+2
24
.84
PC
: 5
+3
12
.91
PT
: 5
+3
45
.82
PC
: 5
+3
80
.13
PT
: 5
+4
07
.22
PC
: 5
+4
59
.81
PT
: 5
+4
85
.97
PC
: 5
+5
76
.21
PT
: 5
+6
12.3
2
PC
: 5
+6
80.2
6P
T: 5
+7
14
.07 P
C: 5
+8
37
.87
PT: 5+
925.27
PC:
6+
107.1
9 PT
: 6
+1
31
.59
PC
: 6
+1
59
.91
PT: 6+
201.03
PC: 6+
258.90
P.I. 90
P.I. 91
P.I. 92
P.I. 93
P.I. 94
P.I
. 9
5
P.I
. 9
6
P.I
. 97
P.I. 99
.I. 101
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
5+180.00
5+900.00
8
4378
4380
4382
4384
4386
4388
4390
4392
4394
4396
4398
4361
4362
4364
4366
4368
4370
4372
4374
4376
4378
4380
4342
4344
4346
4348
4350
4352
4354
4356
4358
4360
4362
4323
4324
4326
4328
4330
4332
4334
4336
4338
4340
4342
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-11.7
25%
S=
-9.9
73%
S=
-10.9
81%
PVI STA: 6+ 106.88
PVI ELEV: 4375.22
LVC: 80.00BV
CS
: 6
+0
66
.8
BV
CE
: 4
37
9.9
EV
CS
: 6
+1
46
.88
EV
CE
: 4
37
1.2
3
PVI STA: 6+ 538.71
PVI ELEV: 4329.25
LVC: 60.00
BV
CS
: 6
+5
08
.71
BV
CE
: 4
33
2.5
5
EV
CS
: 6
+5
68
.71
EV
CE
: 4
32
6.8
4
PVI STA: 5+ 904.32
PVI ELEV: 4398.97
LVC: 100.00
EV
CS
: 5
+9
54
.32
EV
CE
: 4
39
3.1
1
PVI STA: 6+ 250.82
PVI ELEV: 4360.86
LVC: 80.00
BV
CS
: 6
+2
10
.82
BV
CE
: 4
36
4.8
5
EV
CS
: 6
+2
90
.82
EV
CE
: 4
35
6.4
7
43
96
.7
6
43
95
.2
3
43
94
.3
0
43
91
.5
4
43
91
.0
5
43
92
.3
8
43
90
.2
9
43
81
.0
2
43
76
.0
2
43
75
.0
0
43
76
.4
9
43
75
.4
0
43
75
.3
1
43
71
.2
6
43
68
.6
8
43
67
.4
8
43
64
.0
4
43
61
.6
2
43
59
.5
2
43
58
.9
9
43
55
.6
5
43
53
.0
3
43
52
.0
5
43
49
.5
9
43
47
.1
6
43
44
.6
9
43
42
.4
6
43
40
.6
7
43
38
.1
8
43
37
.7
5
43
35
.2
8
43
31
.3
5
43
30
.4
4
43
29
.0
2
43
26
.3
0
43
25
.2
9
43
26
.6
0
43
95
.8
0
43
94
.5
5
43
92
.4
4
43
90
.1
0
43
87
.7
5
43
85
.4
1
43
83
.0
6
43
80
.7
2
43
78
.3
9
43
76
.1
5
43
73
.9
9
43
71
.9
2
43
69
.9
2
43
67
.9
3
43
65
.9
3
43
63
.9
3
43
61
.8
9
43
59
.8
0
43
57
.6
5
43
55
.4
6
43
53
.2
7
43
51
.0
7
43
48
.8
8
43
46
.6
8
43
44
.4
8
43
42
.2
9
43
40
.0
9
43
37
.9
0
43
35
.7
0
43
33
.5
0
43
31
.3
4
43
29
.3
5
43
27
.5
6
43
25
.9
3
43
24
.3
3
43
22
.7
2
43
21
.1
1
Lc= 87.40m
R= 38.00mLr= 94.04m
Lc= 44.54m
R= 15.00mLr= 43.33m
Lc= 24.40m
R= 30.00mLr= 28.32m
Lc= 41.12m
R= 40.00mLr= 57.87m
Lc= 53.42m
R= 30.00mLr= 46.60m
Lc= 30.36m
R= 350.00mLr= 67.84m
Lc= 31.57m
R= 60.00mLr= 82.16m
Lc= 29.53m
R= 40.00mLr= 7.46m
Lc= 23.29m
R= 60.00mLr= 63.8
112.56m100.00m 63.94m80.00m 217.88m80.00m 239.73m60.00m
5+ 920 5+ 940 5+ 960 5+ 980 6+ 000 6+ 020 6+ 040 6+ 060 6+ 080 6+ 100 6+ 120 6+ 140 6+ 160 6+ 180 6+ 200 6+ 220 6+ 240 6+ 260 6+ 280 6+ 300 6+ 320 6+ 340 6+ 360 6+ 380 6+ 400 6+ 420 6+ 440 6+ 460 6+ 480 6+ 500 6+ 520 6+ 540 6+ 560 6+ 580 6+ 600 6+ 620 6+
0
N-7
801700
N-7
801600
N-7
801700
N-7
801800
N-7
801700
N-7
801800
N-7
801900
N-7
801700
N-7
801800
N-7
801900
N-7
801800
N-7
801900
N-7
802000
N-7
801900
N-7
802000
N-7
802100
N-7
801900
N-7
802000
N-7
802100
0
E-210900
E-210800
E-210900
E-211000
-211100
E-210900
E-211000
E-211100
E-211200
E-211000
E-211100
E-211300
E-211200
00
E-211300
E-211200
E-211400
E-211300
E-211400
5+550
5+
60
0
5+
650
5+
700
5+750
5+800
5+850
5+
90
0
5+
95
0
6+
00
0
6+050
6+
100
6+150
6+
20
0
6+
25
0
6+300
6+350
6+400
6+450
6+500
6+550
6+
600
6+
65
0
6+
700
6+
75
0
6+
800
6+
85
0
6+
900
6+
950
7+
000
050
PT: 5
+612.3
2
PC
: 5
+680.2
6P
T: 5
+7
14
.07
PC
: 5
+8
37
.87
PT: 5+925.27
PC: 6+019.31
PT: 6+
063.85
PC:
6+107.1
9
PT
: 6
+1
31
.59
PC
: 6
+1
59
.91
PT: 6+201.03
PC: 6+258.90
PT: 6
+312.3
2
PC
: 6
+358.9
2 PT
: 6
+3
89.2
8
PC
: 6
+4
57.1
3
PT
: 6
+4
88
.69
PC
: 6
+5
70
.86
PT:
6+
600.3
9
PC:
6+
607.8
5
PT: 6+631.14
PC: 6+695.03
PT: 6+731.16
PC: 6+764.84
PT: 6+
794.09
PC: 6+
841.48
PT:
6+
878.2
5
P
P.I
. 96
P.I
. 97
P.I. 9
8
P.I. 99
P.I. 1
00
P.I. 101
P.I. 1
02
P.I. 103
P.I. 104
P.I. 1
05
P.I. 106
P.I
. 10
7
P.I.
108
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
5+920.00
6+640.00
9
43
05
43
06
43
08
43
10
43
12
43
14
43
16
43
18
43
20
43
22
43
24
42
88
42
90
42
92
42
94
42
96
42
98
43
00
43
02
43
04
43
06
43
08
42
71
42
72
42
74
42
76
42
78
42
80
42
82
42
84
42
86
42
88
42
90
42
57
42
58
42
60
42
62
42
64
42
66
42
68
42
70
42
72
42
74
42
76
CO
TA
TE
RR
EN
O
CO
TA
RA
SA
NT
E
ALIN
EA
MIE
NT
O H
OR
IZ
.
AL
IN
EA
MIE
NT
O V
ER
T.
PR
OG
RE
SIV
A
S=
-8.0
40%
S=
-8.6
20%
S=
-4
.707%
S=
-11.4
01%
PV
I S
TA
:7
+0
70
.17
PV
I E
LE
V:4
27
9.0
7
LV
C:6
0.0
0
BVCS: 7+ 040.17
BVCE: 4282.49
EVCS: 7+ 100.17
EVCE: 4276.48
PV
I S
TA
:7
+1
83
.67
PV
I E
LE
V:4
26
9.2
9
LV
C:6
0.0
0
BVCS: 7+ 153.67
BVCE: 4271.87
EVCS: 7+ 213.67
EVCE: 4267.87
PV
I S
TA
:7
+3
63
.11
PV
I E
LE
V:4
26
0.8
4
LV
C:8
0.0
0
BVCS: 7+ 323.11
BVCE: 4262.72
PV
I S
TA
:6
+8
48
.43
PV
I E
LE
V:4
30
4.3
5
LV
C:8
0.0
0
BVCS: 6+ 808.43
BVCE: 4307.57
EVCS: 6+ 888.43
EVCE: 4299.79
4325.85
4322.96
4320.89
4312.76
4310.71
4310.54
4309.70
4310.59
4310.73
4310.40
4304.78
4300.50
4299.39
4296.78
4294.36
4292.63
4290.29
4287.82
4285.29
4283.49
4280.94
4278.20
4277.16
4275.84
4273.74
4271.34
4269.63
4268.73
4268.37
4267.39
4266.77
4265.67
4264.51
4263.68
4262.55
4261.19
4319.50
4317.89
4316.29
4314.68
4313.07
4311.46
4309.85
4308.25
4306.61
4304.82
4302.86
4300.74
4298.47
4296.19
4293.91
4291.63
4289.35
4287.07
4284.79
4282.51
4280.32
4278.32
4276.50
4274.77
4273.05
4271.34
4269.83
4268.58
4267.58
4266.63
4265.69
4264.75
4263.81
4262.87
4261.95
4261.11
Lr=
63
.89
m
Lc=
36
.13
m
R=
12
.00
mLr=
33
.68
m
Lc=
29
.24
m
R=
10
0.0
0m
Lr=
47
.39
m
Lc=
36
.77
m
R=
12
.00
mLr=
17
6.5
5m
Lc=
27
.79
m
R=
14
0.0
0m
Lr=
23
.76
m
Lc=
34
.29
m
R=
80
.00
mLr=
51
.28
m
Lc=
25
.96
m
R=
12
0.0
0m
Lr=
14
3.5
5m
Lc=
31
.29
m
R=
80
.00
m
23
9.7
3m
80
.00
m5
3.5
0m
60
.00
m6
0.0
0m
10
9.4
3m
80
.00
m1
51
.74
m
6+
66
06
+6
80
6+
70
06
+7
20
6+
74
06
+7
60
6+
78
06
+8
00
6+
82
06
+8
40
6+
86
06
+8
80
6+
90
06
+9
20
6+
94
06
+9
60
6+
98
07
+0
00
7+
02
07
+0
40
7+
06
07
+0
80
7+
10
07
+1
20
7+
14
07
+1
60
7+
18
07
+2
00
7+
22
07
+2
40
7+
26
07
+2
80
7+
30
07
+3
20
7+
34
07
+3
60
7
801100
N- 7801200
N- 7801300
N- 7801400
N- 7801500
N- 7801600
N- 7801700
N- 7801800
N- 7801300
N- 7801400
N- 7801300
N- 7801400
N- 7801100
N- 7801200
N- 7801300
N- 7801400
N- 7801500
N- 7801600
N- 7801700
N- 7801800
N- 7801300
N- 7801400
N- 7801300
N- 7801400
N- 7801100
N- 7801200
N- 7801300
N- 7801400
N- 7801500
N- 7801600
N- 7801700
N- 7801800
N- 7801300
N- 7801400
N- 7801300
N- 7801400
E-2
10
80
0
E-2
10
90
0
E-2
11
00
0
E-2
10
80
0
E-2
10
90
0
E-2
11
00
0
E-2
10
80
0
E-2
10
90
0
E-2
11
00
0
E-2
10
80
0
E-2
10
90
0
E-2
11
00
0
E-2
10
80
0
E-2
10
90
0
E-2
11
00
0
E-2
10
80
0
E-2
10
90
0
E-2
11
00
0
E-2
10
80
0
E-2
10
90
0
E-2
11
00
0
E-2
10
80
0
E-2
10
90
0
E-2
11
00
0
6+500
6+550
6+
60
06
+6
50
6+
70
0
6+
75
0
6+
80
0
6+
850
6+
90
0
6+
95
0
7+
00
0
7+
05
0
7+
10
07
+1
50
7+
20
0
7+
25
0
7+
30
0
7+
35
0
7+
400
7+
450
PC
: 6
+570.8
6
PT: 6+ 600.39
PC: 6+ 607.85
PT: 6+ 631.14
PC: 6+ 695.03
PT: 6+ 731.16
PC: 6+ 764.84
PT: 6+ 794.09
PC: 6+ 841.48PT: 6+ 878.25
PC: 7+ 054.80
PT: 7+ 082.59
PC: 7+ 106.35
PT: 7+ 140.64
PC: 7+ 191.92
PT: 7+ 217.87
PC: 7+ 361.42
PT:
7+
392.7
1
P.I
. 104
P.I
. 1
05
P.I . 106
P.I
. 1
07
P.I . 108
P.I
. 1
09
P.I
. 1
10
P.I
. 1
11
P.I . 1
12
Me
tros
1:1
000
50
25
01
2.5
PP
/50
Co
nsu
ltora
:
20
0 0
4 40
2
10
30
50
-1
-10
13
5
Nº d
e L
ám
ina:
Títu
lo:
P L
A N
T A
Y P
E R
F I L
DE
:
A:
Pro
gre
siva
s:T
RA
MO
:
GE
RE
NT
E D
E P
RO
YE
CT
O:
FE
CH
AF
IRM
A
TO
PO
GR
AF
IA:
Pro
ye
cto
:
SU
PE
RV
ISO
R:
LA
JA R
AN
CH
O M
OLL
O –
TA
CA
RA
– C
HIC
HU
YO
HO
RIZ
ON
TA
L
VE
RT
ICA
L
Esca
las:
1: 1
000
1: 1
00
6+
66
0.0
0
7+
36
0.0
0
10
4248
4250
4252
4254
4256
4258
4260
4262
4264
4266
4268
4232
4234
4236
4238
4240
4242
4244
4246
4248
4250
4252
4216
4218
4220
4222
4224
4226
4228
4230
4232
4234
4236
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=-5.858%
S= -3.907%
S= -3.294%
S=-6.746%
S=
-8.2
95%
PVI STA: 7+ 363.11
PVI ELEV: 4260.84
LVC: 80.00
EV
CS
: 7
+4
03
.11
EV
CE
: 4
25
9.5
2
PVI STA: 7+ 659.18
PVI ELEV: 4246.23
LVC: 40.00
BV
CS
: 7
+6
39
.18
BV
CE
: 4
24
7.4
0
EV
CS
: 7
+6
79
.18
EV
CE
: 4
24
5.4
5
PVI STA: 7+ 469.81
PVI ELEV: 4257.32
LVC: 60.00
BV
CS
: 7
+4
39
.81
BV
CE
: 4
25
8.3
1
EV
CS
: 7
+4
99
.81
EV
CE
: 4
25
5.5
7
PVI STA: 7+ 782.64
PVI ELEV: 4241.41
LVC: 40.00
BV
CS
: 7
+7
62
.64
BV
CE
: 4
24
2.1
9
EV
CS
: 7
+8
02
.64
EV
CE
: 4
24
0.0
6
PVI STA: 7+ 996.16
PVI ELEV: 4227.00
LVC: 40.00
BV
CS
: 7
+9
76
.16
BV
CE
: 4
22
8.3
5
EV
CS
: 8
+0
16
.16
EV
CE
: 4
22
5.3
4
PVI STA: 8+ 109.66
PVI ELEV: 4217.59
LVC: 80.00
BV
CS
: 8
+0
69
.66
BV
CE
: 4
22
0.9
1
42
65
.6
6
42
64
.5
3
42
57
.8
7
42
58
.5
3
42
59
.9
3
42
57
.8
3
42
55
.7
0
42
53
.3
2
42
52
.8
3
42
52
.0
3
42
50
.3
6
42
49
.4
8
42
47
.8
2
42
46
.4
3
42
46
.3
8
42
45
.8
2
42
45
.5
5
42
43
.8
2
42
43
.4
5
42
43
.1
9
42
40
.6
4
42
39
.3
0
42
37
.5
5
42
36
.5
2
42
34
.2
1
42
33
.5
6
42
33
.4
6
42
30
.9
2
42
29
.9
4
42
28
.4
2
42
27
.4
3
42
25
.4
6
42
23
.3
0
42
21
.9
7
42
20
.8
9
42
18
.7
4
42
59
.6
3
42
58
.9
7
42
58
.3
1
42
57
.5
6
42
56
.6
4
42
55
.5
6
42
54
.3
8
42
53
.2
1
42
52
.0
4
42
50
.8
7
42
49
.7
0
42
48
.5
3
42
47
.3
5
42
46
.2
9
42
45
.4
2
42
44
.6
4
42
43
.8
5
42
43
.0
7
42
42
.2
9
42
41
.4
0
42
40
.2
3
42
38
.8
9
42
37
.5
4
42
36
.1
9
42
34
.8
4
42
33
.4
9
42
32
.1
4
42
30
.7
9
42
29
.4
4
42
28
.0
9
42
26
.6
3
42
25
.0
3
42
23
.3
7
42
21
.7
1
42
20
.0
3
42
18
.2
6
Lc= 31.29m
R= 80.00mLr= 130.32m
Lc= 24.69m
R= 120.00mLr= 61.70m
Lc= 42.70m
R= 80.00mLr= 52.13m
Lc= 24.18m
R= 35.00mLr= 4.44m
Lc= 24.54m
R= 25.00mLr= 33.21m
Lc= 27.14m
R= 60.00mLr= 86.80m
Lc= 29.39m
R= 40.00mLr= 19.52m
Lc= 51.59m
R= 38.00mLr= 77.29m
Lc= 31.66m
R= 50.00mLr= 6
139.36m60.00m 83.46m40.00m 40.00m 40.00m36.70m80.00m 173.52m 53.49m 80.00m
7+ 400 7+ 420 7+ 440 7+ 460 7+ 480 7+ 500 7+ 520 7+ 540 7+ 560 7+ 580 7+ 600 7+ 620 7+ 640 7+ 660 7+ 680 7+ 700 7+ 720 7+ 740 7+ 760 7+ 780 7+ 800 7+ 820 7+ 840 7+ 860 7+ 880 7+ 900 7+ 920 7+ 940 7+ 960 7+ 980 8+ 000 8+ 020 8+ 040 8+ 060 8+ 080 8+ 100
N-7
80
12
00
N-7
80
09
00
N-7
80
10
00
N-7
80
11
00
N-7
80
12
00
N-7
80
13
00
N-7
80
13
00
N-7
80
13
00
N-7
80
06
00
N-7
80
07
00
N-7
80
08
00
N-7
80
09
00
N-7
80
10
00
N-7
80
11
00
N-7
80
12
00
N-7
80
13
00
N-7
80
13
00
N-7
80
13
00
N-7
80
06
00
N-7
80
07
00
N-7
80
08
00
N-7
80
09
00
N-7
80
10
00
N-7
80
06
00
N-7
80
07
00
E-211100
E-211300
E-211200
E-211100
E-211300
E-211200
E-211100
E-211200
E-211000
E-211100
E-211200
E-211000
E-211100
E-211200
E-211000
E-211100
E-210900
E-211000
E-211100
E-211000
E-211100
7+ 350
7+400
7+450
7+500
7+ 550
7+ 600
7+650
7+7007+750
7+800
7+850
7+900
7+
950 8+
000
8+
050
8+100
8+150
PC
: 7
+3
61
.42
PT
: 7
+3
92.7
1
PC
: 7
+5
23.0
3
PT
: 7
+5
47
.72 PC
: 7
+6
09
.42
PT
: 7
+6
52
.11
PC
: 7
+7
04
.25
PT
: 7
+7
28
.43
PC
: 7
+7
32
.87
PT: 7
+757.4
0
PC
: 7
+790.6
2
PT
: 7
+8
17
.75
PC
: 7
+9
04
.55
PT: 7
+933.9
3
PC
: 7
+953.4
5
PT:
8+
005.0
4
PC:
8+
082.3
3
PT
: 8
+1
13
.99
P.I . 112
P.I . 113
P.I. 114
P.I . 115
P.I. 116
P.I. 117
P.I . 118
P.I. 119
P.I. 120
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
7+400.00
8+100.00
11
4196
4198
4200
4202
4204
4206
4208
4210
4212
4214
4216
4174
4176
4178
4180
4182
4184
4186
4188
4190
4192
4194
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= -3.856%
S=
-9.1
91%
S= -4.436%
S=
-8.9
92%
S= -1.816%
S=
-10.5
16%
PVI STA: 8+ 222.32
PVI ELEV: 4205.74
LVC: 60.00
BV
CS
: 8
+1
92
.32
BV
CE
: 4
20
8.9
0
EV
CS
: 8
+2
52
.32
EV
CE
: 4
20
4.5
9
PVI STA: 8+ 409.03
PVI ELEV: 4192.77
LVC: 40.00BV
CS
: 8
+3
89
.0
BV
CE
: 4
19
4.6
EV
CS
: 8
+4
29
.03
EV
CE
: 4
19
1.8
9
PVI STA: 8+ 608.49
PVI ELEV: 4179.68
LVC: 80.00
BV
CS
: 8
+5
68
.49
BV
CE
: 4
18
3.2
7
EV
CS
: 8
+6
48
.49
EV
CE
: 4
17
8.9
5
PVI STA: 8+ 109.66
PVI ELEV: 4217.59
LVC: 80.00
EV
CS
: 8
+1
49
.66
EV
CE
: 4
21
3.3
8
PVI STA: 8+ 300.89
PVI ELEV: 4202.71
LVC: 40.00
BV
CS
: 8
+2
80
.89
BV
CE
: 4
20
3.4
8
EV
CS
: 8
+3
20
.89
EV
CE
: 4
20
0.8
7
PVI STA: 8+ 515.26
PVI ELEV: 4188.06
LVC: 40.00
BV
CS
: 8
+4
95
.26
BV
CE
: 4
18
8.9
5
EV
CS
: 8
+5
35
.26
EV
CE
: 4
18
6.2
6
PVI STA: 8+ 777.79
PVI ELEV: 4176.60
LVC: 80.00
BV
CS
: 8
+7
37
.79
BV
CE
: 4
17
7.3
3
42
16
.9
4
42
18
.3
4
42
12
.3
1
42
11
.7
6
42
08
.4
5
42
06
.2
9
42
06
.1
2
42
04
.0
7
42
03
.8
3
42
03
.3
5
42
01
.7
3
41
99
.5
3
41
97
.7
4
41
96
.0
6
41
94
.2
2
41
92
.8
5
41
91
.9
0
41
91
.3
5
41
91
.4
3
41
90
.9
4
41
89
.1
0
41
86
.4
6
41
84
.6
4
41
82
.9
4
41
81
.7
4
41
80
.9
0
41
79
.9
1
41
78
.7
0
41
78
.7
6
41
80
.0
6
41
81
.2
0
41
79
.2
9
41
78
.1
3
41
77
.7
4
41
76
.5
6
41
75
.8
2
41
74
.8
3
42
16
.3
8
42
14
.3
9
42
12
.3
0
42
10
.1
9
42
08
.1
2
42
06
.4
1
42
05
.1
4
42
04
.2
9
42
03
.5
2
42
02
.5
0
42
00
.9
6
41
99
.1
2
41
97
.2
8
41
95
.4
4
41
93
.6
8
41
92
.3
4
41
91
.4
0
41
90
.5
1
41
89
.6
3
41
88
.7
3
41
87
.5
0
41
85
.8
4
41
84
.0
4
41
82
.3
0
41
80
.8
9
41
79
.8
3
41
79
.1
4
41
78
.7
4
41
78
.3
8
41
78
.0
2
41
77
.6
5
41
77
.2
9
41
76
.7
8
41
76
.0
3
41
75
.0
3
41
73
.8
0
41
72
.4
7
Lr= 60.81m
Lc= 73.21m
R= 80.00mLr= 222.95m
Lc= 27.78m
R= 30.00mLr= 31.27m
Lc= 26.28m
R= 100.00mLr= 87.57m
Lc= 30.96m
R= 25.00mLr= 78.22m
Lc= 35.61m
R= 80.00mLr= 33.75m
Lc= 37.78m
R= 120.00m
28.58m60.00m 68.14m40.00m 66.23m40.00m 33.23m40.00m 89.30m80.00m 195.37m80.00m42.66m80.00m
8+ 120 8+ 140 8+ 160 8+ 180 8+ 200 8+ 220 8+ 240 8+ 260 8+ 280 8+ 300 8+ 320 8+ 340 8+ 360 8+ 380 8+ 400 8+ 420 8+ 440 8+ 460 8+ 480 8+ 500 8+ 520 8+ 540 8+ 560 8+ 580 8+ 600 8+ 620 8+ 640 8+ 660 8+ 680 8+ 700 8+ 720 8+ 740 8+ 760 8+ 780 8+ 800 8+ 820 8+ 840
-7
79
99
00
N-7
80
00
00
N-7
80
01
00
N-7
80
02
00
N-7
80
03
00
N-7
80
04
00
N-7
80
05
00
N-7
80
06
00
N-7
79
99
00
N-7
80
00
00
N-7
80
01
00
N-7
80
02
00
N-7
80
03
00
N-7
80
04
00
N-7
80
05
00
N-7
80
06
00
N-7
80
00
00
N-7
80
01
00
N-7
80
02
00
N-7
80
03
00
N-7
80
04
00
N-7
80
05
00
N-7
80
06
00
000
E-211000
E-211100
E-211200
E-211000
E-211100
E-211200
E-211000
E-211100
E-211200
E-211000
E-211100
E-211200
E-211000
E-211100
E-211200
E-211000
E-211100
E-211200
E-211000
E-211100
E-211200
E-
8+050
8+100
8+150
8+200
8+
250
8+
300
8+
350
8+
400
8+
450
8+500
8+550
8+6008+650
8+
70
0
8+
75
0
8+
800
8+850
8+ 900
8+950
PC
: 8
+0
82.3
3
PT
: 8
+1
13
.99
PC
: 8
+1
74
.80
PT:
8+
248.0
1
PC:
8+
470.9
6
PT
: 8
+4
98
.74
PC
: 8
+5
30
.01
PT
: 8
+5
56
.29
PC
: 8
+6
43
.86
PT: 8+674.82
PC: 8+753.04
PT:
8+
788.6
5
PC:
8+
822.4
0
PT
: 8
+8
60
.18
PC
P.I. 120
P.I. 121
P.I. 122
P.I. 123
P.I.
124
P.I
. 125
P.I.
126
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
8+120.00
8+840.00
12
4156
4158
4160
4162
4164
4166
4168
4170
4172
4174
4176
4141
4142
4144
4146
4148
4150
4152
4154
4156
4158
4160
4123
4124
4126
4128
4130
4132
4134
4136
4138
4140
4142
4103
4104
4106
4108
4110
4112
4114
4116
4118
4120
4122
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=-6.645%
S=
-10.1
29%
S=
-8.4
51%
S=
-10.7
00%
PVI STA: 9+ 287.49
PVI ELEV: 4134.92
LVC: 40.00
BV
CS
: 9
+2
67
.49
BV
CE
: 4
13
6.9
5
EV
CS
: 9
+3
07
.49
EV
CE
: 4
13
3.2
3
PVI STA: 9+ 556.56
PVI ELEV: 4107.90
LVC: 80.00
BV
CS
: 9
+5
16
.56
BV
CE
: 4
11
2.1
8
PVI STA: 9+ 063.16
PVI ELEV: 4157.64
LVC: 100.00
BV
CS
: 9
+0
13
.16
BV
CE
: 4
16
0.9
6
EV
CS
: 9
+1
13
.16
EV
CE
: 4
15
2.5
8
PVI STA: 9+ 366.04
PVI ELEV: 4128.28
LVC: 40.00
BV
CS
: 9
+3
46
.04
BV
CE
: 4
12
9.9
7
EV
CS
: 9
+3
86
.04
EV
CE
: 4
12
6.1
4
41
73
.2
2
41
71
.3
3
41
69
.0
4
41
68
.9
3
41
68
.0
8
41
65
.8
2
41
63
.9
3
41
63
.0
9
41
61
.1
1
41
59
.9
7
41
58
.7
8
41
57
.2
9
41
55
.2
9
41
53
.2
6
41
50
.8
3
41
48
.6
6
41
47
.7
8
41
45
.3
5
41
43
.3
4
41
40
.7
9
41
38
.5
2
41
36
.0
8
41
34
.5
9
41
32
.9
7
41
31
.0
6
41
29
.0
7
41
27
.1
9
41
24
.9
3
41
22
.4
6
41
20
.5
6
41
18
.6
4
41
16
.4
5
41
14
.0
8
41
12
.2
8
41
10
.2
3
41
08
.0
2
41
05
.6
6
41
71
.1
4
41
69
.8
1
41
68
.4
8
41
67
.1
5
41
65
.8
3
41
64
.5
0
41
63
.1
7
41
61
.8
4
41
60
.5
0
41
59
.0
6
41
57
.4
7
41
55
.7
4
41
53
.8
8
41
51
.8
8
41
49
.8
6
41
47
.8
3
41
45
.8
1
41
43
.7
8
41
41
.7
6
41
39
.7
3
41
37
.7
0
41
35
.7
1
41
33
.8
7
41
32
.1
7
41
30
.4
8
41
28
.7
4
41
26
.7
8
41
24
.6
5
41
22
.5
1
41
20
.3
7
41
18
.2
3
41
16
.0
9
41
13
.9
5
41
11
.8
1
41
09
.6
9
41
07
.6
0
41
05
.5
4
Lc= 37.78m
R= 120.00mLr= 71.98m
Lc= 27.49m
R= 60.00mLr= 68.24m
Lc= 34.79m
R= 120.00mLr= 70.79m
Lc= 26.90m
R= 160.00mLr= 153.91m
Lc= 29.32m
R= 160.00mLr= 81.11m
Lc= 28.04m
R= 80.00mLr= 44.55m
Lc= 24.36m
R= 80.00mLr= 99.57m
195.37m 154.32m100.00m 38.55m40.00m 130.52m40.00m 80.00m
8+ 860 8+ 880 8+ 900 8+ 920 8+ 940 8+ 960 8+ 980 9+ 000 9+ 020 9+ 040 9+ 060 9+ 080 9+ 100 9+ 120 9+ 140 9+ 160 9+ 180 9+ 200 9+ 220 9+ 240 9+ 260 9+ 280 9+ 300 9+ 320 9+ 340 9+ 360 9+ 380 9+ 400 9+ 420 9+ 440 9+ 460 9+ 480 9+ 500 9+ 520 9+ 540 9+ 560 9+ 580
N-7
79
93
00
N-7
79
93
00
N-7
79
94
00
N-7
79
95
00
N-7
79
96
00
N-7
79
97
00
N-7
79
98
00
N-7
79
99
00
N-7
80
00
00
N-7
79
93
00
N-7
79
94
00
N-7
79
95
00
N-7
79
96
00
N-7
79
97
00
N-7
79
98
00
N-7
79
99
00
N-7
80
00
00
N
N-7
79
98
00
N-7
79
99
00
N-7
80
00
00
E-211000
E-211100
E-211200
E-211000
E-211100
E-211200
E-211100
E-211200
E-211100
E-211200
E-211100
E-211200
E-211100
E-211300
E-211200
E-211100
E-211300
E-211200
E-211100
E-211300
E-211200
8+
800
8+
850
8+900
8+950
9+000
9+050
9+100
9+150
9+200
9+250
9+300
9+350
9+4009+450
9+500 9+550
9+600
9+700
9+750
9+
800
PC:
8+
822.4
0
PT: 8
+860.1
8
PC
: 8
+932.1
6
PT
: 8
+9
59
.65
PC
: 9
+0
27
.89
PT
: 9
+0
62
.68
PC
: 9
+1
33
.47
PT
: 9
+1
60
.37
PC
: 9
+3
14
.28
PT
: 9
+3
43
.60
PC
: 9
+4
24
.70
PT
: 9
+4
52
.74
PC
: 9
+4
97
.29
PT
: 9
+5
21
.65
PC
: 9
+6
21
.22
+6
92
.29
PC
: 9
+7
49
.71
PT:
9+
774.4
6PC
: 9
+8
71.1
3
PT
: 9
+8
97
.19
P.I
. 126
P.I. 127
P.I. 128
P.I. 129
P.I. 130
P.I. 131
P.I. 132
P.I. 134
P.I. 136
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
8+860.00
9+580.00
13
4085
4086
4088
4090
4092
4094
4096
4098
4100
4102
4104
4066
4068
4070
4072
4074
4076
4078
4080
4082
4084
4086
4050
4052
4054
4056
4058
4060
4062
4064
4066
4068
4070
4031
4032
4034
4036
4038
4040
4042
4044
4046
4048
4050
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-10.0
81%
S= -3.599%
S=
-11.7
77%
S=
-8.7
49%
S=
-10.6
01%
PVI STA: 9+ 556.56
PVI ELEV: 4107.90
LVC: 80.00
EV
CS
: 9
+5
96
.56
EV
CE
: 4
10
3.8
6
PVI STA: 9+ 691.67
PVI ELEV: 4094.28
LVC: 40.00
BV
CS
: 9
+6
71
.67
BV
CE
: 4
09
6.2
9
EV
CS
: 9
+7
11
.67
EV
CE
: 4
09
3.5
6
PVI STA: 9+ 908.36
PVI ELEV: 4076.23
LVC: 60.00
BV
CS
: 9
+8
78
.36
BV
CE
: 4
07
9.7
6
EV
CS
: 9
+9
38
.36
EV
CE
: 4
07
3.6
0
PVI STA: 9+ 783.02
PVI ELEV: 4090.99
LVC: 80.00
BV
CS
: 9
+7
43
.02
BV
CE
: 4
09
2.4
3
EV
CS
: 9
+8
23
.02
EV
CE
: 4
08
6.2
8
PVI STA: 9+ 978.18
PVI ELEV: 4070.12
LVC: 40.00
BV
CS
: 9
+9
58
.18
BV
CE
: 4
07
1.8
7
EV
CS
: 9
+9
98
.18
EV
CE
: 4
06
8.0
0
41
03
.9
7
41
03
.1
3
41
00
.7
6
40
97
.8
3
40
95
.0
8
40
94
.6
5
40
93
.8
9
40
93
.2
4
40
92
.7
4
40
90
.9
3
40
89
.5
0
40
88
.1
7
40
82
.4
3
40
80
.6
1
40
80
.8
5
40
79
.2
3
40
76
.5
7
40
74
.3
9
40
72
.3
7
40
70
.7
3
40
68
.3
0
40
66
.7
9
40
63
.9
7
40
61
.8
4
40
60
.4
8
40
58
.2
2
40
55
.6
7
40
54
.2
8
40
52
.1
3
40
49
.4
0
40
47
.4
5
40
45
.4
4
40
42
.7
8
40
41
.6
8
40
39
.4
5
40
36
.3
7
40
34
.5
3
41
03
.5
2
41
01
.5
0
40
99
.4
9
40
97
.4
7
40
95
.5
1
40
94
.0
9
40
93
.2
6
40
92
.5
4
40
91
.6
7
40
90
.4
0
40
88
.7
2
40
86
.6
3
40
84
.2
8
40
81
.9
2
40
79
.5
7
40
77
.3
3
40
75
.3
0
40
73
.4
6
40
71
.7
1
40
69
.8
5
40
67
.8
1
40
65
.6
9
40
63
.5
7
40
61
.4
5
40
59
.3
3
40
57
.2
1
40
55
.0
8
40
52
.9
6
40
50
.8
4
40
48
.7
2
40
46
.6
0
40
44
.4
8
40
42
.3
6
40
40
.2
4
40
38
.1
2
40
36
.0
0
40
33
.8
8
Lr= 99.57m
Lc= 71.07m
R= 25.00mLr= 57.42m
Lc= 24.75m
R= 50.00mLr= 36.63m
Lc= 34.60m
R= 12.00mLr= 25.44m
Lc= 26.06m
R= 30.00mLr= 99.56m
Lc= 27.57m
R= 30.00mLr= 31.05m
Lc= 27.87m
R= 50.00mLr= 110.63m
Lc= 37.01m
R= 40.00mLr= 88.45m
Lc= 33.3
R= 200.0
75.11m80.00m 31.35m40.00m 55.34m80.00m 19.81m60.00m 349.16m40.00m
9+ 600 9+ 620 9+ 640 9+ 660 9+ 680 9+ 700 9+ 720 9+ 740 9+ 760 9+ 780 9+ 800 9+ 820 9+ 840 9+ 860 9+ 880 9+ 900 9+ 920 9+ 940 9+ 960 9+ 980 10+ 000 10+ 020 10+ 040 10+ 060 10+ 080 10+ 100 10+ 120 10+ 140 10+ 160 10+ 180 10+ 200 10+ 220 10+ 240 10+ 260 10+ 280 10+ 300 10+ 320
N-7
799000
N-7
798900
N-7
799000
N-7
799100
N-7
798900
N-7
799000
N-7
799100
N-7
799200
N-7
799000
N-7
799100
N-7
799200
N-7
799300
N-7
799
N-7
799200
N-7
799300
N-7
799400
N-7
799300
N-7
799400
N-7
799500
N-7
799400
E-2
10700
E-2
10800
E-2
10600
E-2
10700
E-2
10800
10900
E-2
10700
E-2
10800
E-2
10900
E-2
10800
E-2
10900
E-2
11000
E-2
10900
E-2
11000
E-2
11100
E-2
11000
E-2
11100
E-2
11200
E-2
11100
9+400
9+
450
9+
500
9+550
9+600
9+
650
9+
700
9+
750
9+
80
0
9+
850
9+900
9+950
10+0001
0+
05
0
10+100
10+150
10+200
10+250
10+300
10+350
10+400
10+450
10+500
10+550
10+600
10+650
10+700
10+750
10+800
PC
: 9
+4
24.7
0 PT:
9+
452.7
4
PC:
9+
497.2
9
PT
: 9
+5
21.6
5
PC
: 9
+6
21.2
2
PT:
9+
692.2
9
PC:
9+
749.7
1
PT: 9+774.46
PC: 9+811.09PT:
9+845.6
9
PC: 9+
871.13
PT
: 9
+8
97
.19
PC
: 9
+9
96
.76
PT: 10+
024.33
PC: 10+
055.37
PT
: 1
0+
083.2
4
PC
: 1
0+
19
3.8
8
PT
: 1
0+
23
0.8
9
PC
: 1
0+
31
9.3
4
PT: 1
0+
352.6
6
PC
: 1
0+
467.4
1
PT
: 1
0+
50
2.8
3
PC
: 1
0+
60
6.5
5PT
: 1
0+
642.8
2
PC
: 1
0+
76
2.6
6
PT
: 1
0+
79
2.2
6
P.I. 131
P.I. 132
P.I
. 133
P.I. 1
34
P.I. 135
P.I. 136
P.I. 137
P.I. 1
38
P.I. 139
P.I. 1
40
P.I
. 141
P.I
. 1
42
P.I. 143
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
9+600.00
10+320
14
4016
4018
4020
4022
4024
4026
4028
4030
4032
4034
4036
4000
4002
4004
4006
4008
4010
4012
4014
4016
4018
4020
3982
3984
3986
3988
3990
3992
3994
3996
3998
4000
4002
3964
3966
3968
3970
3972
3974
3976
3978
3980
3982
3984
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-8.7
69%
S=
-7.6
47%
S=
-10.4
09%
PVI STA: 10+ 367.33
PVI ELEV: 4028.86
LVC: 40.00
BV
CS
: 1
0+
34
7.3
3
BV
CE
: 4
03
0.9
8
EV
CS
: 1
0+
38
7.3
3
EV
CE
: 4
02
7.1
1
PVI STA: 10+ 538.63
PVI ELEV: 4013.84
LVC: 40.00B
VC
S: 1
0+
51
8.6
3
BV
CE
: 4
01
5.6
0
EV
CS
: 1
0+
55
8.6
3
EV
CE
: 4
01
2.3
1
PVI STA: 10+ 727.87
PVI ELEV: 3999.37
LVC: 80.00
BV
CS
: 1
0+
68
7.8
7
BV
CE
: 4
00
2.4
3
EV
CS
: 1
0+
76
7.8
7
EV
CE
: 3
99
5.2
1
40
31
.5
8
40
30
.4
6
40
30
.1
1
40
29
.3
7
40
27
.4
8
40
24
.5
8
40
21
.8
1
40
18
.2
4
40
13
.3
0
40
13
.2
1
40
14
.0
6
40
14
.8
4
40
14
.9
5
40
15
.0
6
40
12
.8
6
40
06
.2
3
40
05
.0
2
40
03
.9
4
40
02
.6
8
40
00
.7
3
39
98
.5
8
39
96
.5
5
39
94
.9
9
39
92
.8
8
39
92
.3
2
39
92
.2
0
39
91
.3
3
39
91
.2
7
39
88
.1
0
39
85
.8
7
39
77
.3
7
39
74
.3
5
39
73
.4
2
39
71
.8
0
39
69
.8
6
39
67
.6
4
39
65
.8
3
40
31
.7
6
40
29
.6
8
40
27
.7
7
40
26
.0
0
40
24
.2
5
40
22
.4
9
40
20
.7
4
40
18
.9
8
40
17
.2
3
40
15
.4
8
40
13
.7
9
40
12
.2
1
40
10
.6
8
40
09
.1
5
40
07
.6
2
40
06
.0
9
40
04
.5
6
40
03
.0
3
40
01
.4
8
39
99
.8
0
39
97
.9
8
39
96
.0
2
39
93
.9
5
39
91
.8
7
39
89
.7
8
39
87
.7
0
39
85
.6
2
39
83
.5
4
39
81
.4
6
39
79
.3
7
39
77
.2
9
39
75
.2
1
39
73
.1
3
39
71
.0
5
39
68
.9
7
39
66
.8
8
39
64
.8
0
Lc= 33.32m
R= 200.00mLr= 114.75m
Lc= 35.42m
R= 12.00mLr= 103.72m
Lc= 36.27m
R= 12.00mLr= 119.83m
Lc= 29.60m
R= 80.00mLr= 124.02m
Lc= 34.01m
R= 12.00mLr= 140.72m
349.16m 131.30m40.00m 129.24m40.00m 315.82m80.00m
10+ 340 10+ 360 10+ 380 10+ 400 10+ 420 10+ 440 10+ 460 10+ 480 10+ 500 10+ 520 10+ 540 10+ 560 10+ 580 10+ 600 10+ 620 10+ 640 10+ 660 10+ 680 10+ 700 10+ 720 10+ 740 10+ 760 10+ 780 10+ 800 10+ 820 10+ 840 10+ 860 10+ 880 10+ 900 10+ 920 10+ 940 10+ 960 10+ 980 11+ 000 11+ 020 11+ 040 11+ 060
N-7798900
N-7799000
N-7799100
N-7798900
N-7799000
N-7799100
N-7798900
N-7799000
N-7799100
N-7798900
N-7799000
N-7798900
N-7799000
N-7798900
N-7799000
N-7798900
N-7799000
N-7798800
N-7798900
N-7799000
00
0
E-2
10
30
0
E-2
10
40
0
E-2
10
50
0
E-2
10
60
0
E-2
10
70
0
E-2
10
80
0
E-2
10
90
0
E-2
11
00
0
E-2
10
30
0
E-2
10
40
0
E-2
10
50
0
E-2
10
60
0
E-2
10
70
0
E-2
10
80
0
E-2
10
90
0
E-2
11
00
0
E-2
10
30
0
E-2
10
40
0
E-2
10
50
0
10
+2
00
10+250
10+300
10+350
10+400
10+450
10+
500
10+550
10+600
10+650
10+700
10+750
10+
800
10+
850
10+
900
10
+9
50
11
+0
00
11
+0
50
11
+1
00
11
+1
50
11
+8
00
11+
850
11+
900
11+
950
12+
000
PT: 1
0+
230.8
9
PC
: 1
0+
319.3
4
PT
: 1
0+
35
2.6
6
PC
: 1
0+
46
7.4
1
PT: 1
0+
502.8
3
PC
: 1
0+
606.5
5
PT
: 1
0+
642.8
2
PC
: 1
0+
76
2.6
6 PT:
10+
792.2
6
PC:
10+
916.2
8
PT: 10+950.2
8
PC: 11+091.0
0
PT: 11+121.76
PC: 11+805.51
PT:
11+
833.7
5
PC:
11+
885.2
2
PT: 11+
924.25
P.I. 1
39
P.I. 140
P.I
. 141
P.I
. 142
P.I. 143
P.I.
144
P.I
. 14
5 P.I. 1
53
P.I. 1
54
HOJA Nº (16)
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
10+340
11+060
15
3947
3948
3950
3952
3954
3956
3958
3960
3962
3964
3966
3931
3932
3934
3936
3938
3940
3942
3944
3946
3948
3950
3914
3916
3918
3920
3922
3924
3926
3928
3930
3932
3934
3893
3894
3896
3898
3900
3902
3904
3906
3908
3910
3912
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-9.6
76%
S=
-9.8
41%
S=
-8.8
64%
PVI STA: 11+ 143.68
PVI ELEV: 3956.09
LVC: 120.00
BV
CS
: 1
1+
08
3.6
8
BV
CE
: 3
96
2.3
4
EV
CS
: 1
1+
20
3.6
8
EV
CE
: 3
95
0.2
9
PVI STA: 11+ 614.78
PVI ELEV: 3910.08
LVC: 80.00
EV
CS
: 1
1+
65
4.7
8
EV
CE
: 3
90
6.5
3
PVI STA: 11+ 354.60
PVI ELEV: 3935.68
LVC: 100.00
BV
CS
: 1
1+
30
4.6
0
BV
CE
: 3
94
0.5
2
EV
CS
: 1
1+
40
4.6
0
EV
CE
: 3
93
0.7
6
PVI STA: 11+ 725.22
PVI ELEV: 3900.29
LVC: 80.00
BV
CS
: 1
1+
68
5.2
2
BV
CE
: 3
90
3.8
3
EV
CS
: 1
1+
76
5.2
2
EV
CE
: 3
89
6.4
8
39
64
.3
6
39
63
.3
7
39
59
.9
1
39
57
.2
4
39
56
.8
7
39
53
.9
1
39
51
.7
3
39
47
.2
9
39
49
.1
5
39
47
.5
1
39
44
.7
0
39
42
.6
5
39
40
.7
7
39
38
.8
1
39
36
.8
6
39
33
.9
0
39
31
.0
8
39
31
.2
2
39
32
.0
2
39
26
.2
2
39
22
.8
9
39
20
.1
9
39
19
.6
9
39
18
.5
4
39
16
.7
5
39
13
.9
0
39
10
.6
7
39
10
.5
9
39
10
.6
8
39
08
.8
8
39
06
.3
0
39
03
.5
2
39
01
.1
3
38
99
.7
6
38
97
.5
1
38
97
.2
9
38
94
.4
1
39
62
.7
2
39
60
.6
5
39
58
.6
0
39
56
.5
7
39
54
.5
7
39
52
.5
9
39
50
.6
4
39
48
.7
1
39
46
.7
7
39
44
.8
4
39
42
.9
0
39
40
.9
7
39
39
.0
3
39
37
.0
9
39
35
.1
3
39
33
.1
8
39
31
.2
1
39
29
.2
5
39
27
.2
8
39
25
.3
1
39
23
.3
4
39
21
.3
7
39
19
.4
0
39
17
.4
4
39
15
.4
7
39
13
.5
0
39
11
.5
7
39
09
.6
9
39
07
.8
6
39
06
.0
7
39
04
.3
0
39
02
.5
1
39
00
.7
0
38
98
.8
5
38
96
.9
8
38
95
.0
7
38
93
.1
7
Lr= 140.72m
Lc= 30.75m
R= 60.00mLr= 37.94m
Lc= 32.84m
R= 25.00mLr= 21.90m
Lc= 27.02m
R= 25.00mLr= 38.72m
Lc= 27.30m
R= 50.00mLr= 29.68m
Lc= 36.32m
R= 80.00mLr= 56.67m
Lc= 36.25m
R= 12.00mLr= 95.29m
Lc= 27.56m
R= 35.00mLr= 144.58m
Lc= 32.43m
R= 50.00mLr= 39.26m
Lc=
R= 5
315.82m 100.91m120.00m 170.18m100.00m 30.44m80.00m 148.22m80.00m
11+ 080 11+ 100 11+ 120 11+ 140 11+ 160 11+ 180 11+ 200 11+ 220 11+ 240 11+ 260 11+ 280 11+ 300 11+ 320 11+ 340 11+ 360 11+ 380 11+ 400 11+ 420 11+ 440 11+ 460 11+ 480 11+ 500 11+ 520 11+ 540 11+ 560 11+ 580 11+ 600 11+ 620 11+ 640 11+ 660 11+ 680 11+ 700 11+ 720 11+ 740 11+ 760 11+ 780 11+ 800N-7799300
N-7799300
N-7799400
N-7799200
N-7799300
N-7799400
799100
N-7799200
N-7799300
N-7799100
N-7799200
N-7799300
N-7799000
N-7799100
N-7799200
N-7799000
N-7799100
N-7799200
N-7799000
N-7799100
E-2
10
70
0
E-2
10
80
0
E-2
10
90
0
00
E-2
10
60
0
E-2
10
70
0
E-2
10
80
0
E-2
10
90
0
E-2
10
40
0
E-2
10
50
0
E-2
10
60
0
E-2
10
70
0
E-2
10
80
0
E-2
10
20
0
E-2
10
30
0
E-2
10
40
0
E-2
10
50
0
E-2
10
60
0
E-2
10
30
0
E-2
10
40
0
10
+1
50
10
+2
00
10+
250
10+
300
10+
350
550
10+
600
10+
650
10+
700
11
+1
50
11+
200
11
+2
50
11+
300
11+
350
11
+4
0
11
+5
00
11
+5
50
11+
600
11+
650
11+
700
11
+7
50
PC: 10+193.88
PT: 10+
230.89
PC:
10+319.3
4
PT: 1
0+
352.6
6
PC:
10+606.5
5
PT:
10+
642.8
2
PC: 11+159.69
PT: 1
1+
192.5
3PC: 1
1+
214.4
4
PT: 11+241.46
PC: 11+280.17
PT
: 11
+3
07
.47
PC
: 11
+3
37
.15
PT: 11+373.48
PC: 11+561.68
PT: 11+
589.24
PC:
11+733.8
2
P.I
. 13
9
P.I. 1
40
P.I.
142P
.I. 1
46
P.I
. 14
7
P.I . 1
48
P.I . 1
49
P.I
. 15
1
P.I
. 15
2
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
11+080
11+800
16
3875
3876
3878
3880
3882
3884
3886
3888
3890
3892
3894
3856
3858
3860
3862
3864
3866
3868
3870
3872
3874
3876
3837
3838
3840
3842
3844
3846
3848
3850
3852
3854
3856
3816
3818
3820
3822
3824
3826
3828
3830
3832
3834
3836
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-9.5
20%
S=
-9.8
12%
S=
-9.9
88
%
S=
-11.0
85%
PVI STA: 12+ 246.11
PVI ELEV: 3848.13
LVC: 80.00
BV
CS
: 1
2+
20
6.1
1
BV
CE
: 3
85
2.5
6
EV
CS
: 1
2+
28
6.1
1
EV
CE
: 3
84
3.9
5
PVI STA: 12+ 452.00
PVI ELEV: 3826.61
LVC: 80.00
BV
CS
: 1
2+
41
2.0
0
BV
CE
: 3
83
0.7
9
EV
CS
: 1
2+
49
2.0
0
EV
CE
: 3
82
2.6
2
PVI STA: 11+ 953.44
PVI ELEV: 3878.56
LVC: 80.00
BV
CS
: 1
1+
91
3.4
4
BV
CE
: 3
88
2.3
7
EV
CS
: 1
1+
99
3.4
EV
CE
: 3
87
4.6
PVI STA: 12+ 110.94
PVI ELEV: 3863.11
LVC: 80.00
BV
CS
: 1
2+
07
0.9
4
BV
CE
: 3
86
7.0
3
EV
CS
: 1
2+
15
0.9
4
EV
CE
: 3
85
8.6
7
38
92
.7
0
38
90
.3
4
38
88
.6
0
38
86
.2
3
38
84
.6
2
38
82
.5
9
38
79
.6
5
38
78
.1
8
38
76
.8
6
38
75
.4
8
38
73
.3
3
38
71
.2
9
38
68
.8
3
38
65
.6
3
38
63
.0
8
38
61
.2
2
38
59
.4
1
38
57
.6
9
38
55
.8
4
38
53
.6
7
38
51
.5
5
38
50
.2
8
38
48
.2
6
38
47
.6
9
38
47
.3
9
38
46
.1
8
38
38
.0
4
38
35
.6
6
38
34
.3
9
38
32
.8
1
38
30
.7
1
38
28
.4
3
38
26
.4
2
38
25
.5
2
38
23
.7
5
38
20
.3
9
38
17
.9
5
38
91
.2
7
38
89
.3
6
38
87
.4
6
38
85
.5
5
38
83
.6
5
38
81
.7
4
38
79
.8
3
38
77
.9
0
38
75
.9
5
38
73
.9
9
38
72
.0
3
38
70
.0
7
38
68
.1
1
38
66
.1
4
38
64
.1
1
38
62
.0
3
38
59
.8
8
38
57
.6
7
38
55
.4
5
38
53
.2
4
38
51
.0
3
38
48
.8
5
38
46
.7
0
38
44
.5
9
38
42
.4
9
38
40
.4
0
38
38
.3
1
38
36
.2
3
38
34
.1
4
38
32
.0
5
38
29
.9
6
38
27
.8
9
38
25
.8
4
38
23
.8
2
38
21
.8
2
38
19
.8
2
38
17
.8
2
Lc= 28.24m
R= 50.00mLr= 51.47m
Lc= 39.03m
R= 160.00mLr= 202.68m
Lc= 35.02m
R= 250.00mLr= 84.99m
Lc= 24.64m
R= 60.00mLr= 42.71m
Lc= 34.73m
R= 12.00mLr= 66.64m
Lc= 26.20m
R= 100.00mLr= 25.18m
Lc= 34.13m
R= 60.00mLr= 77.11m
148.22m 77.50m80.00m 80.00m 86.63m80.00m55.17m 125.89m80.00m
11+ 820 11+ 840 11+ 860 11+ 880 11+ 900 11+ 920 11+ 940 11+ 960 11+ 980 12+ 000 12+ 020 12+ 040 12+ 060 12+ 080 12+ 100 12+ 120 12+ 140 12+ 160 12+ 180 12+ 200 12+ 220 12+ 240 12+ 260 12+ 280 12+ 300 12+ 320 12+ 340 12+ 360 12+ 380 12+ 400 12+ 420 12+ 440 12+ 460 12+ 480 12+ 500 12+ 520 12+ 54
-7798700
N-7798800
N-7798700
N-7798800
N-7798900
N-7798800
N-7798900
N-7798800
N-7798900
N-7799000
N-7798900
N-7799000
N-7798900
N-7799000
N-7799100
N-7799000
N-7799100
N-7799000
E-2
09
90
0
E-2
10
00
0
E-2
09
90
0
E-2
10
00
0
E-2
10
10
0
E-2
10
20
0
E-2
09
90
0
E-2
10
00
0
E-2
10
10
0
E-2
10
20
0
E-2
10
30
0
E-2
10
40
0
E-2
10
20
0
E-2
10
30
0
E-2
10
40
0
E-2
10
50
0
E-2
10
60
0
E-2
10
40
0
E-2
10
50
0
10+800
10+950
11+000
11+050
11+
100
11
+1
50
11+750
11+
800
11+850
11+900
11+950
12+000
12+050
12+100
12+150
12+200
12+250
12+
300
12+
350
12+
400
12+
450
12
+5
00
12
+5
50
12+900
12+950
13
+0
00
13+
050
PT
: 1
PT: 1
0+
950.2
8
PC
: 1
1+
091.0
0
PT: 11+121.7
6
PC: 11+159.6
9
PC
: 1
1+
73
3.8
2
PT:
11+
766.2
5
PC:
11+
805.5
1
PT
: 1
1+
83
3.7
5
PC
: 1
1+
88
5.2
2
PT
: 1
1+
92
4.2
5
PC
: 1
2+
12
6.9
4
PT
: 1
2+
16
1.9
5
PC
: 1
2+
24
6.9
4
PT: 1
2+
271.5
8
PC
: 1
2+
314.2
9
PT:
12+
349.0
2
PC:
12+
415.6
5
PT: 1
2+
441.8
5
PC
: 1
2+
467.0
3
PT: 12+501.17
PC: 12+578.28
PC: 12+
866.44
PT
: 1
2+
90
0.2
2 PC
: 1
2+
95
5.9
1 PT: 12+990.41
PC: 13+013.13
PT:
13+
047.2
9
P.I. 143
P.I. 1
45
P.I. 153 P.I. 154
P.I. 155
P.I. 156
P.I
. 157
P.I. 1
58
P.I. 1
59
P.I. 1
64
P.I. 1
65
P.I. 1
66
HO
JA N
º (1
6)
HOJA Nº (18)
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
11+820
12+540
17
3800
3802
3804
3806
3808
3810
3812
3814
3816
3818
3820
3783
3784
3786
3788
3790
3792
3794
3796
3798
3800
3802
3763
3764
3766
3768
3770
3772
3774
3776
3778
3780
3782
3743
3744
3746
3748
3750
3752
3754
3756
3758
3760
3762
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-11.1
98%
S=
-11.6
68%
S=
-7.305%
S=
-9.6
30%
S=
-9.9
75%
PVI STA: 12+ 695.61
PVI ELEV: 3800.82
LVC: 60.00
BV
CS
: 1
2+
66
5.6
1
BV
CE
: 3
80
4.3
2
EV
CS
: 1
2+
72
5.6
1
EV
CE
: 3
79
8.6
3
PVI STA: 12+ 985.12
PVI ELEV: 3771.86
LVC: 40.00
BV
CS
: 1
2+
96
5.1
2
BV
CE
: 3
77
4.1
0
EV
CS
: 1
3+
00
5.1
2
EV
CE
: 3
76
9.9
3
PVI STA: 12+ 608.63
PVI ELEV: 3810.97
LVC: 60.00
BV
CS
: 1
2+
57
8.6
3
BV
CE
: 3
81
3.9
6
EV
CS
: 1
2+
63
8.6
3
EV
CE
: 3
80
7.4
7
PVI STA: 12+ 784.43
PVI ELEV: 3794.33
LVC: 60.00
BV
CS
: 1
2+
75
4.4
3
BV
CE
: 3
79
6.5
2
EV
CS
: 1
2+
81
4.4
3
EV
CE
: 3
79
0.9
7
PVI STA: 13+ 121.12
PVI ELEV: 3758.76
LVC: 80.00BV
CS
: 1
3+
08
1.1
BV
CE
: 3
76
2.
EV
CS
: 1
3+
16
1.1
2
EV
CE
: 3
75
4.7
7
PVI STA: 13+ 2
PVI ELEV: 374
LVC: 60.00
BV
CS
: 1
3+
26
8.8
7
BV
CE
: 3
74
4.0
2
38
15
.7
4
38
14
.8
5
38
13
.8
9
38
12
.0
6
38
09
.0
5
38
05
.9
5
38
02
.2
8
38
00
.2
6
37
99
.0
4
37
98
.0
3
37
96
.6
8
37
95
.3
7
37
92
.8
3
37
91
.2
7
37
88
.6
8
37
86
.6
3
37
84
.1
2
37
81
.5
7
37
81
.4
8
37
78
.1
1
37
74
.8
3
37
73
.2
0
37
72
.7
2
37
69
.6
7
37
68
.4
5
37
66
.8
2
37
63
.9
1
37
61
.5
5
37
59
.6
1
37
57
.5
7
37
56
.6
1
37
53
.3
5
37
51
.4
1
37
49
.9
2
37
49
.7
8
37
47
.1
0
37
44
.6
7
38
15
.8
3
38
13
.8
3
38
11
.7
7
38
09
.5
9
38
07
.3
1
38
04
.9
7
38
02
.7
2
38
00
.7
4
37
99
.0
5
37
97
.5
8
37
96
.1
1
37
94
.4
4
37
92
.5
2
37
90
.3
5
37
88
.1
1
37
85
.8
7
37
83
.6
3
37
81
.3
9
37
79
.1
5
37
76
.9
1
37
74
.6
7
37
72
.4
8
37
70
.4
3
37
68
.5
0
37
66
.5
7
37
64
.6
5
37
62
.7
2
37
60
.7
9
37
58
.8
4
37
56
.8
7
37
54
.8
8
37
52
.8
9
37
50
.8
9
37
48
.9
0
37
46
.9
0
37
44
.9
1
37
42
.9
0
Lr= 77.11m
Lc= 25.19m
R= 60.00mLr= 35.09m
Lc= 63.59m
R= 25.00mLr= 49.36m
Lc= 28.48m
R= 80.00mLr= 40.52m
Lc= 27.99m
R= 60.00mLr= 17.93m
Lc= 33.79m
R= 50.00mLr= 55.68m
Lc= 34.51m
R= 40.00mLr= 22.71m
Lc= 34.16m
R= 100.00mLr= 82.65m
Lc= 28.75m
R= 50.00mLr= 33.22m
Lc= 33.47m
R= 30.00mLr= 72.72m
86.63m 60.00m 150.69m60.00m 40.00m 60.00m26.98m 28.82m60.00m 75.99m 107.75m80.00m
12+ 560 12+ 580 12+ 600 12+ 620 12+ 640 12+ 660 12+ 680 12+ 700 12+ 720 12+ 740 12+ 760 12+ 780 12+ 800 12+ 820 12+ 840 12+ 860 12+ 880 12+ 900 12+ 920 12+ 940 12+ 960 12+ 980 13+ 000 13+ 020 13+ 040 13+ 060 13+ 080 13+ 100 13+ 120 13+ 140 13+ 160 13+ 180 13+ 200 13+ 220 13+ 240 13+ 260 13+
N-7798600
N-7798500
N-7798600
N-7798700
N-7798800
N-7798600
N-7798700
N-7798800
N-7798900
N-779870
N-7798800
N-7798900
N-7799000
N-7799100
N-7798900
N-7799000
N-7799100
N-779900
N-7799100
E-209800
E-209700
E-209800
E-209900
E-209800
E-209900
E-209800
E-209900
E-210000
E-209900
E-210000
E-210100
E-210000
E-210100
E-210000
E-210100
E-210200
350
12+400
12+450
12+
500
12+
550
12+600
12+
650
12+700
12+750
12+800
12+850
12+900
12+950
13+
000
13+050
13+100
13+
150
13+200 13+250
13+300
13+350
3+400
PT
: 1
2+
34
9.0
2
PC
: 1
2+
41
5.6
5
PT
: 1
2+
44
1.8
5
PC
: 1
2+
46
7.0
3
PT:
12+
501.1
7
PC
: 12+
578.2
8
PT
: 1
2+
60
3.4
7
PC
: 1
2+
63
8.5
6P
T: 1
2+
70
2.1
5
PC
: 1
2+
75
1.5
2
PT
: 1
2+
78
0.0
0
PC
: 1
2+
82
0.5
1
PT
: 1
2+
848.5
0
PC
: 1
2+
86
6.4
4
PT
: 1
2+
90
0.2
2
PC
: 1
2+
95
5.9
1
PT: 1
2+
990.4
1
PC
: 1
3+
013.1
3
PT
: 1
3+
04
7.2
9
PC
: 1
3+
12
9.9
4
PT:
13+
158.6
8
PC:
13+
191.9
1 PT
: 1
3+
22
5.3
8
PC
: 1
3+
29
8.1
0
PT
: 1
3+
32
6.9
6
PC
: 1
3+
38
5.1
4P.I. 158
P.I. 159
P.I. 160
P.I
. 1
61
P.I. 162 P.I. 163
P.I. 164
P.I. 165
P.I. 166
P.I. 167
P.I. 168
P.I. 169
.I. 170
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
12+560
13+280
18
3725
3726
3728
3730
3732
3734
3736
3738
3740
3742
3744
3710
3712
3714
3716
3718
3720
3722
3724
3726
3728
3730
3691
3692
3694
3696
3698
3700
3702
3704
3706
3708
3710
3670
3672
3674
3676
3678
3680
3682
3684
3686
3688
3690
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-11.5
86%
S= -2.900%
S=
-11.9
41%
S=-5.547%
S=
-9.1
48%
S=
-10.3
45%
PVI STA: 13+ 519.94
PVI ELEV: 3715.42
LVC: 40.00
BV
CS
: 1
3+
49
9.9
4
BV
CE
: 3
71
7.7
3
EV
CS
: 1
3+
53
9.9
4
EV
CE
: 3
71
4.8
4
PVI STA: 13+ 752.47
PVI ELEV: 3694.10
LVC: 40.00
BV
CS
: 1
3+
73
2.4
7
BV
CE
: 3
69
6.4
9
EV
CS
: 1
3+
77
2.4
7
EV
CE
: 3
69
2.2
7
PVI STA: 13+ 915.58
PVI ELEV: 3678.39
LVC: 40.00
BV
CS
: 1
3+
89
5.5
8
BV
CE
: 3
68
0.4
6
EV
CS
: 1
3+
93
5.5
8
EV
CE
: 3
67
7.2
8
PVI STA: 13+ 298.87
PVI ELEV: 3741.03
LVC: 60.00
EV
CS
: 1
3+
32
8.8
7
EV
CE
: 3
73
7.5
5
PVI STA: 13+ 591.25
PVI ELEV: 3713.35
LVC: 40.00
BV
CS
: 1
3+
57
1.2
5
BV
CE
: 3
71
3.9
3
EV
CS
: 1
3+
61
1.2
5
EV
CE
: 3
71
0.9
6
PVI STA: 13+ 849.52
PVI ELEV: 3685.22
LVC: 40.00
BV
CS
: 1
3+
82
9.5
2
BV
CE
: 3
68
7.0
5
EV
CS
: 1
3+
86
9.5
2
EV
CE
: 3
68
3.1
5
PVI STA: 13+ 993.82
PVI ELEV: 3674.05
LVC: 40.00
BV
CS
: 1
3+
97
3.8
2
BV
CE
: 3
67
5.1
6
EV
CS
: 1
4+
01
3.8
2
EV
CE
: 3
67
1.8
1
37
43
.6
0
37
39
.8
0
37
38
.0
2
37
35
.0
9
37
35
.5
4
37
28
.1
1
37
30
.7
0
37
28
.1
5
37
25
.9
5
37
23
.6
0
37
22
.3
1
37
18
.0
4
37
20
.3
8
37
20
.4
0
37
16
.2
7
37
14
.8
3
37
11
.8
1
37
09
.4
7
37
09
.0
7
37
05
.6
3
37
11
.1
3
37
02
.7
1
37
02
.6
3
37
00
.0
8
36
97
.3
4
36
93
.0
4
36
90
.5
1
36
89
.3
0
36
86
.7
0
36
84
.6
9
36
82
.7
8
36
79
.7
6
36
82
.2
2
36
81
.1
3
36
79
.0
7
36
75
.2
5
36
71
.0
6
37
40
.7
9
37
38
.5
7
37
36
.2
7
37
33
.9
5
37
31
.6
3
37
29
.3
1
37
27
.0
0
37
24
.6
8
37
22
.3
6
37
20
.0
5
37
17
.7
3
37
15
.8
5
37
14
.8
4
37
14
.2
6
37
13
.5
9
37
12
.1
6
37
09
.9
2
37
07
.5
3
37
05
.1
4
37
02
.7
5
37
00
.3
6
36
97
.9
8
36
95
.6
1
36
93
.4
7
36
91
.5
8
36
89
.7
5
36
87
.9
2
36
86
.0
8
36
84
.1
2
36
82
.0
7
36
80
.0
1
36
78
.2
9
36
77
.0
3
36
75
.9
2
36
74
.7
9
36
73
.2
2
36
71
.1
2
Lr= 72.72m
Lc= 28.86m
R= 60.00mLr= 58.18m
Lc= 30.64m
R= 250.00mLr= 18.01m
Lc= 28.18m
R= 30.00mLr= 38.68m
Lc= 39.58m
R= 25.00mLr= 23.08m
Lc= 33.38m
R= 30.00mLr= 33.33m
Lc= 21.90m
R= 25.00mLr= 52.84m
Lc= 45.81m
R= 60.00mLr= 45.37m
Lc= 21.34m
R= 80.00mLr= 59.93m
Lc= 22.55m
R= 35.00mLr= 9.82m
Lc= 31.65m
R= 20.00mLr= 21.12m
Lc= 32.90m
R= 20.00mLr= 19.19m
Lc= 24
R= 80
171.07m60.00m 31.31m40.00m 121.21m40.00m 40.00m 38.24m40.00m 120.940.00m57.05m 26.06m40.00m
13+ 300 13+ 320 13+ 340 13+ 360 13+ 380 13+ 400 13+ 420 13+ 440 13+ 460 13+ 480 13+ 500 13+ 520 13+ 540 13+ 560 13+ 580 13+ 600 13+ 620 13+ 640 13+ 660 13+ 680 13+ 700 13+ 720 13+ 740 13+ 760 13+ 780 13+ 800 13+ 820 13+ 840 13+ 860 13+ 880 13+ 900 13+ 920 13+ 940 13+ 960 13+ 980 14+ 000 14+
N-7
79
80
00
N-7
79
79
00
N-7
79
80
00
N-7
79
81
00
N-7
79
82
00
N-7
79
79
00
N-7
79
80
00
N-7
79
81
00
N-7
79
82
00
N-7
79
83
00
N-7
79
84
00
N-7
79
85
00
N-7
79
82
00
N-7
79
83
00
N-7
79
84
00
N-7
79
85
00
N-7
79
86
00
N-7
N-7
79
85
00
N-7
79
86
00
E-209600
E-209700
E-209500
E-209600
E-209700
E-209600
E-209700
E-209600
E-209700
E-209800
E-209600
E-209700
E-209800
E-209700
E-209800
E-209700
E-209800
E-209900
E-209800
E-209900
13+250
13+300
13+350 13+40013+450
13+
500
13+
550
13+600
13+650
13+700
13+750
13+80013+850
13+900
13+
950
14+
000
14+050
PT
: 1
3+
225.3
8
PC
: 1
3+
29
8.1
0
PT
: 1
3+
32
6.9
6
PC
: 1
3+
38
5.1
4
PT
: 1
3+
41
5.7
8
PC
: 1
3+
43
3.7
8
PT:
13+
461.9
6
PC:
13+
500.6
4
PT:
13+
540.2
2
PC:
13+
563.2
9
PT
: 1
3+
59
6.6
8
PC
: 1
3+
63
0.0
1
PT
: 1
3+
651.9
0
PC
: 1
3+
70
4.7
4
PT
: 1
3+
75
0.5
5
PC
: 1
3+
79
5.9
2
PT
: 1
3+
81
7.2
7
PC
: 1
3+
87
7.2
0
PT: 1
3+
899.7
5
PC
: 1
3+
909.5
7
PT: 13+941.23
PC: 13+
962.35
PT:
13+
995.2
5
PC:
14+
014.4
4
PT
: 1
4+
03
9.0
1
P.I.
P.I. 169
P.I. 170
P.I. 171
P.I. 172
P.I. 173
P.I. 174
P.I. 175
P.I. 176
P.I. 177
P.I. 178
P.I. 179
P.I. 180
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
13+300
14+020
19
3653
3654
3656
3658
3660
3662
3664
3666
3668
3670
3672
3640
3642
3644
3646
3648
3650
3652
3654
3656
3658
3660
3623
3624
3626
3628
3630
3632
3634
3636
3638
3640
3642
3615
3616
3618
3620
3622
3624
3626
3628
3630
3632
3634
3605
3606
3608
3610
3612
3614
3616
3618
3620
3622
3624
3590
3592
3594
3596
3598
3600
3602
3604
3606
3608
3610
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-11.1
88%
S=
-12.0
01%
S=
-9.9
93
%
S=
-8.3
41%
PVI STA: 14+ 174.74
PVI ELEV: 3653.80
LVC: 80.00
BV
CS
: 1
4+
13
4.7
4
BV
CE
: 3
65
8.2
8
EV
CS
: 1
4+
21
4.7
4
EV
CE
: 3
64
9.8
1
PVI STA: 14+ 337.53
PVI ELEV: 3637.54
LVC: 60.00
BV
CS
: 1
4+
30
7.5
3
BV
CE
: 3
64
0.5
3
EV
CS
: 1
4+
36
7.5
3
EV
CE
: 3
63
5.0
3
PVI STA: 14+ 462.94
PVI ELEV: 3627.08
LVC: 80.00
BV
CS
: 1
4+
42
2.9
4
BV
CE
: 3
63
0.4
1
EV
CS
: 1
4+
50
2.9
4
EV
CE
: 3
62
2.2
8
36
70
.6
6
36
68
.3
1
36
64
.9
4
36
63
.8
4
36
62
.5
9
36
66
.5
8
36
59
.5
9
36
57
.7
7
36
56
.2
7
36
52
.4
7
36
48
.9
8
36
48
.1
6
36
46
.2
1
36
43
.3
7
36
42
.2
4
36
39
.6
8
36
36
.5
9
36
39
.7
5
36
37
.4
6
36
33
.1
0
36
31
.7
5
36
29
.5
4
36
27
.9
4
36
29
.1
5
36
30
.3
1
36
34
.2
4
36
39
.4
0
36
38
.5
5
36
34
.0
0
36
22
.9
3
36
19
.7
1
36
17
.5
1
36
12
.4
7
36
00
.9
4
35
98
.1
8
35
95
.7
6
36
68
.8
8
36
66
.6
4
36
64
.4
0
36
62
.1
7
36
59
.9
3
36
57
.6
9
36
55
.5
0
36
53
.3
7
36
51
.3
0
36
49
.2
8
36
47
.2
8
36
45
.2
8
36
43
.2
9
36
41
.2
9
36
39
.3
1
36
37
.4
4
36
35
.6
7
36
33
.9
9
36
32
.3
3
36
30
.6
6
36
28
.9
2
36
27
.0
1
36
24
.9
1
36
22
.6
3
36
20
.2
3
36
17
.8
3
36
15
.4
3
36
13
.0
3
36
10
.6
3
36
08
.2
3
36
05
.8
3
36
03
.4
3
36
01
.0
3
35
98
.6
3
35
96
.2
3
35
93
.8
3
Lc= 24.57m
R= 80.00mLr= 75.00m
Lc= 27.74m
R= 25.00mLr= 15.44m
Lc= 29.28m
R= 15.00mLr= 105.92m
Lc= 28.12m
R= 30.00mLr= 28.16m
Lc= 36.13m
R= 25.00mLr= 14.77m
Lc= 22.99m
R= 30.00mLr= 95.47m
Lc= 0.68m
R= 25.00mLr= 69.17m
Lc= 37.13m
R= 12.00mLr= 50.45m
Lc= 36.84m
R= 12.00mLr= 41.27m
Lc= 19
R= 25
120.92m 80.00m 80.00m 469.20m92.79m 55.41m60.00m
14+ 040 14+ 060 14+ 080 14+ 100 14+ 120 14+ 140 14+ 160 14+ 180 14+ 200 14+ 220 14+ 240 14+ 260 14+ 280 14+ 300 14+ 320 14+ 340 14+ 360 14+ 380 14+ 400 14+ 420 14+ 440 14+ 460 14+ 480 14+ 500 14+ 520 14+ 540 14+ 560 14+ 580 14+ 600 14+ 620 14+ 640 14+ 660 14+ 680 14+ 700 14+ 720 14+ 740 1
N-7
79
74
00
N-7
79
75
00
N-7
79
74
00
N-7
79
75
00
N-7
79
76
00
N-7
79
77
00
N-7
79
74
00
N-7
79
75
00
N-7
79
76
00
N-7
79
77
00
N-7
79
78
00
N-7
79
79
00
N-7
79
76
00
N-7
79
77
00
N-7
79
78
00
N-7
79
79
00
N-7
79
80
00
N-7
79
78
00
N-7
79
79
00
N-7
79
80
00
E-209300
E-209400
E-209300
E-209400
E-209500
E-209400
E-209500
09600
E-209400
E-209500
E-209600
E-209500
E-209600
E-209700
E-209500
E-209600
E-209700
E-209600
E-209700
E-209
13+850
13+
900
13+
950
14+
000
14+050
14+100
14
+1
50
14+200
14+250
14+300
14+350
14+
400
14+450
14+500
14+550
14
+6
00
14+650
14
+7
00
14+750
14+
800
14+
850
PC
: 1
3+
87
7.2
0
PT:
13+
899.7
5
PC:
13+
909.5
7 PT: 1
3+
941.2
3PC: 1
3+
962.3
5PT:
13+
995.2
5 PC:
14+
014.4
4
PT
: 1
4+
039.0
1
PC
: 1
4+
11
4.0
2
PT: 14+141.76
PC: 14+157.20
PT
: 1
4+
18
6.4
7
PC
: 1
4+
29
2.3
9
PT: 1
4+
320.5
1 PC
: 1
4+
348.6
7
PT: 1
4+
384.8
0PC: 1
4+
399.5
7
PT
: 1
4+
42
2.5
6
PC
: 1
4+
51
8.0
2P
T: 1
4+
51
8.7
1
PC
: 1
4+
58
7.8
7P
T: 1
4+
62
5.0
1
PC
: 1
4+
67
5.4
6P
T: 1
4+
71
2.3
0
PC
: 1
4+
75
3.5
7
PT: 1
4+
773.0
5
PC: 1
4+
863.5
8
: 1
4+
88
9.0
6
90
4.3
6
P.I. 177
P.I. 178
P.I. 179
P.I. 180
P.I
. 181
P.I. 182
P.I. 183
P.I. 184
P.I. 1
85
P.I. 186
P.I
. 1
87
P. I
. 1
88
P.I. 1
89
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
14+040
14+740
20
3578
3580
3582
3584
3586
3588
3590
3592
3594
3596
3598
3564
3566
3568
3570
3572
3574
3576
3578
3580
3582
3584
3549
3550
3552
3554
3556
3558
3560
3562
3564
3566
3568
3533
3534
3536
3538
3540
3542
3544
3546
3548
3550
3552
3520
3522
3524
3526
3528
3530
3532
3534
3536
3538
3540
3508
3510
3512
3514
3516
3518
3520
3522
3524
3526
3528
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-12.0
11%
S= -3.920%
S=
-10.9
34%
PVI STA: 15+ 245.53
PVI ELEV: 3533.14
LVC: 60.00
BV
CS
: 1
5+
21
5.5
3
BV
CE
: 3
53
6.7
4
EV
CS
: 1
5+
27
5.5
3
EV
CE
: 3
53
1.9
6
PVI STA: 15
PVI ELEV: 3
LVC: 40
BV
CS
: 1
5+
48
6.9
3
BV
CE
: 3
51
1.5
5
PVI STA: 15+ 032.14
PVI ELEV: 3558.77
LVC: 120.00
BV
CS
: 1
4+
97
2.1
4
BV
CE
: 3
56
5.9
7
EV
CS
: 1
5+
09
2.1
4
EV
CE
: 3
55
1.5
6
PVI STA: 15+ 314.07
PVI ELEV: 3530.45
LVC: 40.00
BV
CS
: 1
5+
29
4.0
7
BV
CE
: 3
53
1.2
4
EV
CS
: 1
5+
33
4.0
7
EV
CE
: 3
52
8.2
7
35
92
.1
5
35
89
.8
0
35
88
.1
3
35
82
.6
0
35
82
.4
1
35
81
.0
9
35
77
.8
9
35
75
.7
5
35
74
.5
9
35
70
.6
3
35
68
.1
6
35
68
.1
5
35
65
.7
4
35
64
.6
9
35
75
.2
1
35
57
.1
7
35
55
.7
4
35
50
.9
2
35
49
.5
3
35
52
.0
3
35
44
.4
9
35
46
.8
7
35
41
.8
1
35
39
.4
1
35
37
.1
2
35
36
.3
0
35
33
.0
0
35
32
.3
6
35
30
.6
2
35
27
.8
0
35
25
.3
1
35
23
.5
8
35
21
.7
3
35
21
.4
7
35
16
.6
6
35
16
.5
5
35
89
.0
3
35
86
.6
3
35
84
.2
3
35
81
.8
3
35
79
.4
3
35
77
.0
3
35
74
.6
3
35
72
.2
3
35
69
.8
3
35
67
.4
3
35
65
.0
3
35
62
.6
2
35
60
.2
2
35
57
.8
2
35
55
.4
2
35
53
.0
2
35
50
.6
2
35
48
.2
2
35
45
.8
1
35
43
.4
1
35
41
.0
1
35
38
.6
1
35
36
.2
2
35
34
.2
1
35
32
.7
3
35
31
.7
9
35
30
.9
7
35
29
.6
3
35
27
.6
2
35
25
.4
3
35
23
.2
4
35
21
.0
6
35
18
.8
7
35
16
.6
8
35
14
.5
0
35
12
.3
1
Lc= 19.48m
R= 25.00mLr= 90.53m
Lc= 25.49m
R= 60.00mLr= 15.29m
Lc= 23.76m
R= 25.00mLr= 8.59m
Lc= 21.45m
R= 40.00mLr= 7.57m
Lc= 21.37m
R= 40.00mLr= 49.32m
Lc= 28.19m
R= 50.00mLr= 82.77m
Lc= 24.84m
R= 35.00mLr= 16.20m
Lc= 19.43m
R= 40.00mLr= 10.61m
Lc= 20.64m
R= 25.00mLr= 5.39m
Lc= 23.73m
R= 25.00mLr= 6.37m
Lc= 18.26m
R= 30.00mLr= 13.74m
Lc= 20.99m
R= 60.00mLr= 36.77m
Lc= 31.39m
R= 30.00mLr= 29.54m
Lc= 25.75m
R= 40.00mLr= 41.46m
Lc= 3
R= 25
123.39m120.00m 18.54m60.00m 152.86m40.00m 40.00469.20m
14+ 780 14+ 800 14+ 820 14+ 840 14+ 860 14+ 880 14+ 900 14+ 920 14+ 940 14+ 960 14+ 980 15+ 000 15+ 020 15+ 040 15+ 060 15+ 080 15+ 100 15+ 120 15+ 140 15+ 160 15+ 180 15+ 200 15+ 220 15+ 240 15+ 260 15+ 280 15+ 300 15+ 320 15+ 340 15+ 360 15+ 380 15+ 400 15+ 420 15+ 440 15+ 460 15+ 480
N-7
797300
N-7
797200
N-7
797300
N-7
797200
N-7
797300
N-7
797400
N-7
797300
N-7
797400
N-7
797300
N-7
797400
N-7
797500
N-7
797400
N-7
797500
N-7
797600
N-7
797500
N-7
797600
N-7
797500
N-7
797600
E-208800
E-208900
E-208700
E-208800
E-208900
E-209000
E-209100
E-208900
E-209000
E-209100
E-209200
E-209000
E-209100
E-209200
E-209300
E-209400
E-209200
E-209300
E-209400
E-209300
14+500
14+550
14+650
14+700
14+750
14+800
14+850
14+900
14+950
15+
000
15+050
15+100
15+150
15+200
15+250
15+300
15+350
15
+4
00
15
+4
50
15
+5
00
5+550
PC
: 1
4+
51
8
PT
: 1
4+
518
PT
: 1
4+
625.0
1
PC
: 1
4+
67
5.4
6PT
: 1
4+
712.3
0 PC
: 1
4+
75
3.5
7
PT
: 1
4+
77
3.0
5
PC
: 1
4+
86
3.5
8
PT
: 1
4+
88
9.0
6
PC
: 1
4+
90
4.3
6
PT: 1
4+
928.1
2
PC: 1
4+
936.7
1
PT
: 1
4+
95
8.1
6
PC
: 1
4+
96
5.7
3
PT: 1
4+
987.1
0
PC: 1
5+
036.4
2
PT
: 1
5+
06
4.6
1
PC
: 1
5+
14
7.3
8 PT
: 1
5+
17
2.2
2
PC
: 1
5+
18
8.4
2
PT
: 1
5+
20
7.8
5
PC
: 1
5+
21
8.4
6
PT:
15+
239.0
9
PC:
15+
244.4
8
PT
: 1
5+
26
8.2
1P
C: 1
5+
27
4.5
8
PT
: 1
5+
29
2.8
4
PC
: 1
5+
30
6.5
8
PT
: 1
5+
32
7.5
7
PC
: 1
5+
36
4.3
4
PT: 15+395.7
2
PC: 15+425.2
7
PT: 15+451.01
PC: 15+492.47
PT
: 1
5+
5
P.I. 186
P.I
. 188
P.I. 189
P.I. 190
P.I. 191
P.I.
192P.I
. 193
P.I.
194
P.I. 195
P.I. 196
P.I. 197
P.I. 198
P.I. 199
P.I. 200
P.I. 201
P.I
. 2
02
P.I
. 20
3
204
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
14+780
15+480
21
3493
3494
3496
3498
3500
3502
3504
3506
3508
3510
3512
3485
3486
3488
3490
3492
3494
3496
3498
3500
3502
3504
3470
3472
3474
3476
3478
3480
3482
3484
3486
3488
3490
3455
3456
3458
3460
3462
3464
3466
3468
3470
3472
3474
3439
3440
3442
3444
3446
3448
3450
3452
3454
3456
3458
3430
3432
3434
3436
3438
3440
3442
3444
3446
3448
3450
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-10.7
52%
S=
-10.7
36%
S=
-9.6
47%
PVI STA: 15+ 506.93
PVI ELEV: 3509.37
LVC: 40.00
EV
CS
: 1
5+
52
6.9
3
EV
CE
: 3
50
7.2
1
PVI STA: 15+ 621.02
PVI ELEV: 3497.10
LVC: 60.00
BV
CS
: 1
5+
59
1.0
2
BV
CE
: 3
50
0.3
2
EV
CS
: 1
5+
65
1.0
2
EV
CE
: 3
49
4.2
0
PVI STA: 15+ 878.22
PVI ELEV: 3472.29
LVC: 60.00
BV
CS
: 1
5+
84
8.2
2
BV
CE
: 3
47
5.1
8
EV
CS
: 1
5+
90
8.2
2
EV
CE
: 3
46
9.0
6
PVI STA: 16+ 133.08
PVI ELEV: 3444.92
LVC: 60.00
BV
CS
: 1
6+
10
3.0
8
BV
CE
: 3
44
8.1
4
EV
CS
: 1
6+
16
3.0
8
EV
CE
: 3
44
1.3
2
35
12
.5
9
35
11
.7
2
35
10
.3
9
35
08
.8
6
35
05
.9
8
35
02
.0
7
34
99
.3
8
34
97
.7
7
35
02
.4
8
35
04
.4
1
35
02
.7
2
34
92
.9
0
34
89
.3
7
34
87
.0
2
34
85
.7
5
34
87
.9
5
34
81
.0
9
34
79
.2
7
34
76
.6
4
34
74
.5
1
34
74
.4
3
34
71
.7
9
34
68
.6
1
34
66
.8
2
34
65
.3
4
34
64
.3
2
34
66
.2
2
34
63
.9
1
34
57
.0
4
34
51
.5
0
34
49
.4
3
34
51
.0
0
34
47
.5
1
34
46
.3
9
34
43
.0
3
34
42
.0
7
34
40
.3
2
35
10
.1
3
35
07
.9
6
35
05
.8
1
35
03
.6
6
35
01
.5
1
34
99
.3
7
34
97
.2
9
34
95
.2
8
34
93
.3
4
34
91
.4
1
34
89
.4
8
34
87
.5
5
34
85
.6
2
34
83
.6
9
34
81
.7
6
34
79
.8
3
34
77
.9
0
34
75
.9
7
34
74
.0
3
34
72
.0
2
34
69
.9
4
34
67
.8
0
34
65
.6
5
34
63
.5
1
34
61
.3
6
34
59
.2
1
34
57
.0
6
34
54
.9
2
34
52
.7
7
34
50
.6
2
34
48
.4
7
34
46
.3
0
34
44
.0
4
34
41
.6
9
34
39
.2
9
34
36
.8
9
34
34
.4
9
Lc= 30.83m
R= 25.00mLr= 32.27m
Lc= 26.57m
R= 25.00mLr= 82.71m
Lc= 43.06m
R= 25.00mLr= 73.87m
Lc= 32.25m
R= 25.00mLr= 2.94m
Lc= 20.27m
R= 25.00mLr= 110.88m
Lc= 18.26m
R= 60.00mLr= 24.31m
Lc= 24.05m
R= 25.00mLr= 32.76m
Lc= 35.60m
R= 12.00mLr= 31.98m
Lc= 22.23m
R= 25.00mLr= 38.21m
Lc= 29.49m
R= 100.00mLr= 80.76m
64.09m40.00m 60.00m 343.87m60.00m194.86m197.20m 60.00m
15+ 500 15+ 520 15+ 540 15+ 560 15+ 580 15+ 600 15+ 620 15+ 640 15+ 660 15+ 680 15+ 700 15+ 720 15+ 740 15+ 760 15+ 780 15+ 800 15+ 820 15+ 840 15+ 860 15+ 880 15+ 900 15+ 920 15+ 940 15+ 960 15+ 980 16+ 000 16+ 020 16+ 040 16+ 060 16+ 080 16+ 100 16+ 120 16+ 140 16+ 160 16+ 180 16+ 200 16+ 220
N-7
79
67
00
N-7
79
66
00
N-7
79
67
00
N-7
79
68
00
N-7
79
69
00
N-7
79
67
00
N-7
79
68
00
N-7
79
69
00
N-7
79
70
00
N-7
79
71
00
N-7
79
69
00
N-7
79
70
00
N-7
79
71
00
N-7
79
72
00
N-7
79
73
00
N-7
79
71
00
N-7
79
72
00
E-208700
E-208600
E-208700
E-208800
E-208700
E-208800
E-208700
E-208800
E-208900
E-208800
E-208900
E-208800
E-208900
E-209000
E-208800
E-208900
E-209000
E-208900
E-209000
15+300
15+350
15+400
15
+4
50
15+
500
15+550
15+
600
15+
650
15+700
15+
750
15+800
15+850
15+900
15+950
16+000
16+050
16+100
16+150
16+20016+250
16
+3
00
16+350
16+400
16+450
16+500
16+60016+650
5+
268.2
1
C:
15+
274.5
8P
T: 1
5+
29
2.8
4
PC
: 1
5+
30
6.5
8
PT
: 1
5+
327.5
7
PC
: 1
5+
36
4.3
4
PT: 1
5+
395.7
2 PC
: 1
5+
425.2
7 PT: 15+451.01
PC: 15+492.47
PT
: 1
5+
52
3.3
0
PC
: 1
5+
55
5.5
7
PT: 15+
582.14
PC: 15+
664.85
PT:
15+
707.9
1
PC:
15+
781.7
9
PT: 1
5+
814.0
4
PC
: 1
5+
816.9
8
PT
: 1
5+
83
7.2
5
PC
: 1
5+
94
8.1
4
PT
: 1
5+
966.4
0
PC
: 1
5+
99
0.7
1
PT
: 1
6+
014.7
5
PC
: 1
6+
04
7.5
1
PT: 1
6+
083.1
1
PC
: 1
6+
115.0
9
PT
: 1
6+
13
7.3
2
PC
: 1
6+
17
5.5
3
PT
: 1
6+
20
5.0
2
PC
: 1
6+
28
5.7
8P
T: 1
6+
32
2.3
8
PC
: 1
6+
39
0.9
6
PT
: 1
6+
41
7.7
2
PC
: 1
6+
50
1.3
9
+6
96
.48
16
+7
21
.95
P.I. 200
P.I
. 202
P.I. 203P.I. 204
P.I. 205
P.I. 206
P.I. 207
P.I. 208
P.I. 209
P.I
. 210
P.I. 211
P.I. 212
P.I
. 2
13
P.I. 214
P.I. 216
HO
JA N
º (23)
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
15+500
16+220
22
3415
3416
3418
3420
3422
3424
3426
3428
3430
3432
3434
3401
3402
3404
3406
3408
3410
3412
3414
3416
3418
3420
3385
3386
3388
3390
3392
3394
3396
3398
3400
3402
3404
3370
3372
3374
3376
3378
3380
3382
3384
3386
3388
3390
3353
3354
3356
3358
3360
3362
3364
3366
3368
3370
3372
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
=-1
2.0
00%
S=
-7.414%
S=
-9.9
87
%
S= 0.077%
PVI STA: 16+ 536.95
PVI ELEV: 3396.46
LVC: 60.00
BV
CS
: 1
6+
50
6.9
5
BV
CE
: 3
40
0.0
6
EV
CS
: 1
6+
56
6.9
5
EV
CE
: 3
39
4.2
3
PVI STA: 16+ 878.94
PVI ELEV: 3365.01
LVC: 40.00
BV
CS
: 1
6+
85
8.9
4
BV
CE
: 3
36
7.0
1
EV
CS
: 1
6+
89
8.9
4
EV
CE
: 3
36
5.0
3
PVI STA: 16+ 939.58
PVI ELEV: 3365.06
LVC: 40.00
BV
CS
: 1
6+
91
9.5
8
BV
CE
: 3
36
5.0
4
EV
CS
: 1
6+
95
9.5
8
EV
CE
: 3
36
6.0
4
PVI STA: 16+ 642.27
PVI ELEV: 3388.65
LVC: 80.00
BV
CS
: 1
6+
60
2.2
7
BV
CE
: 3
39
1.6
2
EV
CS
: 1
6+
68
2.2
7
EV
CE
: 3
38
4.6
6
34
38
.2
9
34
35
.0
8
34
34
.6
6
34
34
.0
3
34
24
.1
1
34
16
.8
7
34
15
.8
0
34
15
.4
2
34
15
.1
7
34
17
.2
6
34
16
.1
5
34
15
.0
1
34
14
.1
2
34
11
.7
0
34
03
.2
5
33
95
.2
9
33
94
.6
5
33
95
.1
6
33
94
.1
8
33
91
.7
5
33
90
.2
9
33
95
.6
2
33
94
.5
7
33
87
.5
3
33
80
.7
7
33
79
.8
2
33
79
.8
4
33
75
.8
4
33
72
.8
3
33
72
.0
0
33
72
.4
6
33
67
.2
4
33
59
.2
7
33
52
.7
5
33
52
.7
3
33
65
.8
8
33
71
.6
7
34
32
.0
9
34
29
.6
9
34
27
.2
9
34
24
.8
9
34
22
.4
9
34
20
.0
9
34
17
.6
9
34
15
.2
9
34
12
.8
9
34
10
.4
9
34
08
.0
9
34
05
.6
9
34
03
.2
9
34
00
.8
9
33
98
.5
6
33
96
.5
1
33
94
.7
7
33
93
.2
7
33
91
.7
8
33
90
.2
5
33
88
.5
9
33
86
.8
0
33
84
.8
8
33
82
.8
8
33
80
.8
9
33
78
.8
9
33
76
.8
9
33
74
.8
9
33
72
.9
0
33
70
.9
0
33
68
.9
0
33
66
.9
1
33
65
.4
7
33
65
.0
3
33
65
.0
4
33
65
.3
1
33
66
.0
6
Lr= 80.76m
Lc= 36.60m
R= 12.00mLr= 68.58m
Lc= 26.76m
R= 80.00mLr= 83.67m
Lc= 36.59m
R= 12.00mLr= 67.35m
Lc= 31.27m
R= 50.00mLr= 24.55m
Lc= 35.32m
R= 12.00mLr= 25.47m
Lc= 25.19m
R= 40.00mLr= 74.45m
Lc= 27.58m
R= 25.00mLr= 13.67m
Lc= 29.81m
R= 25.00mLr= 33.36m
Lc= 16.92m
R= 25.00mLr= 34.48m
343.87m 35.31m60.00m 176.67m80.00mS= 0.08%
20.64m40.00m
S= 4.89%
83.81m40.00m
16+ 240 16+ 260 16+ 280 16+ 300 16+ 320 16+ 340 16+ 360 16+ 380 16+ 400 16+ 420 16+ 440 16+ 460 16+ 480 16+ 500 16+ 520 16+ 540 16+ 560 16+ 580 16+ 600 16+ 620 16+ 640 16+ 660 16+ 680 16+ 700 16+ 720 16+ 740 16+ 760 16+ 780 16+ 800 16+ 820 16+ 840 16+ 860 16+ 880 16+ 900 16+ 920 16+ 940 16+ 960
796600
N-7796700
N-7796800
N-7796700
N-7796800
N-7796700
N-7796800
N-7796900
N-7796800
N-7796900
N-7796800
N-7796900
N-7797000
N-7796900
N-7797000
N-7796900
N-7797000
N-7797100
N-77969
E-2
08
30
0
E-2
08
30
0
E-2
08
40
0
E-2
08
50
0
E-2
08
30
0
E-2
08
40
0
E-2
08
50
0
E-2
08
60
0
E-2
08
70
0
E-2
08
40
0
E-2
08
50
0
E-2
08
60
0
E-2
08
70
0
E-2
08
80
0
E-2
08
90
0
E-2
08
70
0
E-2
08
80
0
E-2
08
90
0
E-2
08
90
0
15
+6
00
15
+6
50
15+700
15+750
15+
800
15+850
15+900
15+950
16+000
16
+1
00
16+150
16+
200
16+
250
16
+3
00
16+
350
16+400
16+450
16+500
16+550
16+600
16+
650
16+
700
16+750
16+800
16
+8
50
16+900
16+950
17
+0
00
17
+0
50
17+10017+150
17+
200
+555.5
7 PT: 15+582.14
PC: 15+664.85
PT
: 1
5+
70
7.9
1
PC
: 1
5+
78
1.7
9
PT: 15+814.04PC: 15+816.98
PT
: 1
5+
837.2
5
PC
: 1
5+
94
8.1
4
PT
: 1
5+
96
6.4
0
PC
: 1
5+
99
0
PT: 16+014.
PC: 16+115.09
PT
: 1
6+
137.3
2
PC
: 1
6+
17
5.5
3
PT:
16+
205.0
2
PC:
16+
285.7
8
PT: 1
6+
322.3
8
PC
: 1
6+
390.9
6
PT
: 1
6+
41
7.7
2
PC
: 1
6+
50
1.3
9
PT
: 1
6+
53
7.9
8
PC
: 1
6+
60
5.3
3
PT: 16+
636.61
PC: 16+
661.16
PT:
16+
696.4
8
PC:
16+
721.9
5 PT
: 1
6+
74
7.1
4
PC
: 1
6+
82
1.5
9
PT: 16+849.17
PC: 16+862.84
PT
: 1
6+
89
2.6
4
PC
: 1
6+
92
6.0
1
PT: 1
6+
942.9
3
PC
: 1
6+
977.4
0
PT: 16+991.90
PC: 17+071.36
PT
: 1
7+
10
1.1
4
PC
: 1
7+
15
4.8
6
PT: 17+179.76
P.I. 2
05
P.I. 206
P.I. 2
07
P.I. 208 P.I. 2
09
P.I. 2
11
P.I. 212
P.I
. 213
P.I. 214
P.I
. 2
15
P.I. 2
16
P.I.
217
P.I. 218
P.I. 2
19
P.I. 2
20
P.I. 221
P.I
. 222
P.I. 2
23
P.I. 2
24
HO
JA Nº (22)
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
16+240
16+960
23
3364
3366
3368
3370
3372
3374
3376
3378
3380
3382
3384
3374
3376
3378
3380
3382
3384
3386
3388
3390
3392
3394
3387
3388
3390
3392
3394
3396
3398
3400
3402
3404
3406
3401
3402
3404
3406
3408
3410
3412
3414
3416
3418
3420
3416
3418
3420
3422
3424
3426
3428
3430
3432
3434
3436
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= 4.895%
S= 4.363%
S=
12.0
00%
PVI STA: 17+ 241.25
PVI ELEV: 3378.93
LVC: 60.00
BV
CS
: 1
7+
21
1.2
5
BV
CE
: 3
37
7.6
2
EV
CS
: 1
7+
27
1.2
5
EV
CE
: 3
38
2.5
3
PVI STA: 17+ 073.39
PVI ELEV: 3371.61
LVC: 60.00
BV
CS
: 1
7+
04
3.3
9
BV
CE
: 3
37
0.1
4
EV
CS
: 1
7+
10
3.3
9
EV
CE
: 3
37
2.9
2
PVI STA: 17+ 637.94
PVI ELEV: 3426.54
LVC: 80.00
BV
CS
: 1
7+
59
7.9
4
BV
CE
: 3
42
1.7
4
EV
CS
: 1
7+
67
7.9
4
EV
CE
: 3
42
3.6
4
33
66
.6
0
33
71
.7
0
33
73
.2
1
33
71
.9
9
33
71
.6
1
33
73
.8
4
33
76
.7
0
33
79
.0
1
33
79
.7
9
33
91
.0
9
33
80
.9
1
33
82
.7
9
33
85
.2
6
33
84
.7
4
33
85
.5
1
33
88
.3
4
33
96
.3
5
34
02
.1
8
33
94
.3
6
33
98
.6
8
34
03
.6
5
34
06
.2
0
34
04
.1
7
34
11
.0
2
34
11
.1
1
34
11
.1
1
34
20
.8
0
34
19
.3
1
34
18
.4
3
34
21
.7
2
34
23
.0
3
34
27
.6
8
34
32
.5
4
34
31
.0
7
34
29
.7
8
34
32
.3
7
34
31
.9
8
33
67
.0
4
33
68
.0
2
33
69
.0
0
33
69
.9
8
33
70
.9
4
33
71
.8
7
33
72
.7
7
33
73
.6
4
33
74
.5
2
33
75
.3
9
33
76
.2
6
33
77
.1
3
33
78
.0
6
33
79
.4
1
33
81
.2
6
33
83
.5
8
33
85
.9
8
33
88
.3
8
33
90
.7
8
33
93
.1
8
33
95
.5
8
33
97
.9
8
34
00
.3
8
34
02
.7
8
34
05
.1
8
34
07
.5
8
34
09
.9
8
34
12
.3
8
34
14
.7
8
34
17
.1
8
34
19
.5
8
34
21
.9
8
34
23
.8
0
34
24
.6
6
34
24
.5
5
34
23
.4
9
34
22
.0
4
Lr= 34.48m
Lc= 14.49m
R= 25.00mLr= 79.47m
Lc= 29.77m
R= 25.00mLr= 53.72m
Lc= 24.90m
R= 25.00mLr= 107.81m
Lc= 42.94m
R= 25.00mLr= 48.83m
Lc= 21.99m
R= 25.00mLr= 4.67m
Lc= 19.30m
R= 60.00mLr= 21.17m
Lc= 21.93m
R= 50.00mLr= 19.18m
Lc= 33.82m
R= 25.00mLr= 34.55m
Lc= 20.27m
R= 100.00mLr= 41.76m
Lc= 18.08m
R= 60.00mLr= 9.86m
Lc= 20.33m
R= 40.00mLr= 44.17m
Lc=
R= 1
S= 4.89%
83.81m
S= 4.36%
107.86m60.00m
S= 12.00%
326.69m60.00m 161.17m80.00m
16+ 980 17+ 000 17+ 020 17+ 040 17+ 060 17+ 080 17+ 100 17+ 120 17+ 140 17+ 160 17+ 180 17+ 200 17+ 220 17+ 240 17+ 260 17+ 280 17+ 300 17+ 320 17+ 340 17+ 360 17+ 380 17+ 400 17+ 420 17+ 440 17+ 460 17+ 480 17+ 500 17+ 520 17+ 540 17+ 560 17+ 580 17+ 600 17+ 620 17+ 640 17+ 660 17+ 680 17+ 700N-7796500
N-7796600
N-7796700
N-7796600
N-7796700
N-7796600
N-7796700
N-7796800
N-7796700
N-7796800
N-7796700
N-7796800
N-7796900
N-7796800
N-7796900
N-7796800
N-7796900
N-7797000
E-2
07
90
0
E-2
07
90
0
E-2
08
00
0
E-2
08
10
0
E-2
07
90
0
E-2
08
00
0
E-2
08
10
0
E-2
08
20
0
E-2
08
30
0
E-2
08
10
0
E-2
08
20
0
E-2
08
30
0
E-2
08
40
0
E-2
08
50
0
E-2
08
30
0
E-2
08
40
0
E-2
08
50
0
E-2
08
50
0
16+800
16
+8
50
17
+0
00
17
+0
50
17+100 17+150
17+
200
17+
250
17+300
17+
350
17
+4
00
17
+4
50
17
+5
00
17+550
17+60017+650
17+700
17+800
PT
: 1
6+
53
7.9
8
PC
: 1
6+
82
1.5
9
PT: 16+849.17
PC: 16+862 .40
PT: 16+991.90
PC: 17+071.36
PT
: 1
7+
10
1.1
4
PC
: 1
7+
15
4.8
6
PT: 17+179.76
PC: 17+
287.57
PT:
17+
330.5
1
PC:
17+
379.3
4
PT: 17+401.32
PC: 17+405.99
PT: 17+425.29
PC: 17+446.46
PT: 17+468.39
PC: 17+487.57
PT
: 1
7+
52
1.4
0
PC
: 1
7+
55
5.9
5
PT
: 1
7+
57
6.2
2
PC
: 1
7+
61
7.9
T: 1
7+
63
6.0
6
PC
: 1
7+
64
5.9
1 PT
: 1
7+
66
6.2 P
C
P.I. 2
19
P.I
. 222
P.I.
223P.I.
224
P.I. 225
P.I
. 22
6
P.I
. 22
7
P.I
. 2
28
P.I. 2
29
P.I. 230
P.I. 231
P.I. 232
P.I. 235
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
16+980
17+700
24
3410
3412
3414
3416
3418
3420
3422
3424
3426
3428
3430
3407
3408
3410
3412
3414
3416
3418
3420
3422
3424
3426
3414
3416
3418
3420
3422
3424
3426
3428
3430
3432
3434
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-7.240%
S=
9.1
80%
S= -3.141%
S= 3.129%
PVI STA: 17+ 869.12
PVI ELEV: 3409.80
LVC: 60.00
BV
CS
: 1
7+
83
9.1
2
BV
CE
: 3
41
1.9
7
EV
CS
: 1
7+
89
9.1
2
EV
CE
: 3
41
2.5
5
PVI STA: 18+ 155.84
PVI ELEV: 3418.79
LVC: 60.00
BV
CS
: 1
8+
12
5.8
4
BV
CE
: 3
41
9.7
4
EV
CS
: 1
8+
18
5.8
4
EV
CE
: 3
41
9.7
3
PVI STA: 18+ 015.20
PVI ELEV: 3423.21
LVC: 80.00
BV
CS
: 1
7+
97
5.2
0
BV
CE
: 3
41
9.5
4
EV
CS
: 1
8+
05
5.2
0
EV
CE
: 3
42
1.9
5
PVI STA: 18+ 372.74
PVI ELEV: 3425.58
LVC: 80.00
BV
CS
: 1
8+
33
2.7
4
BV
CE
: 3
42
4.3
3
EV
CS
: 1
8+
41
2.7
4
EV
CE
: 3
42
5.4
8
34
27
.1
0
34
23
.5
8
34
24
.9
1
34
20
.4
9
34
22
.5
4
34
19
.9
2
34
19
.0
3
34
13
.0
7
34
15
.9
3
34
16
.8
9
34
22
.4
3
34
18
.7
0
34
23
.4
2
34
24
.7
0
34
25
.4
2
34
26
.2
7
34
26
.1
5
34
31
.1
1
34
27
.2
1
34
26
.8
6
34
24
.3
5
34
27
.6
5
34
25
.1
1
34
28
.8
6
34
23
.0
1
34
28
.0
0
34
33
.0
3
34
29
.0
0
34
30
.0
0
34
32
.9
8
34
31
.1
2
34
30
.3
6
34
29
.6
5
34
31
.0
3
34
29
.9
5
34
34
.5
5
34
31
.8
2
34
20
.6
0
34
19
.1
5
34
17
.7
0
34
16
.2
5
34
14
.8
0
34
13
.3
6
34
11
.9
1
34
11
.0
6
34
11
.3
0
34
12
.6
3
34
14
.4
7
34
16
.3
1
34
18
.1
4
34
19
.9
6
34
21
.3
4
34
22
.1
1
34
22
.2
5
34
21
.8
0
34
21
.1
8
34
20
.5
5
34
19
.9
2
34
19
.4
0
34
19
.2
7
34
19
.5
7
34
20
.1
8
34
20
.8
0
34
21
.4
3
34
22
.0
5
34
22
.6
8
34
23
.3
0
34
23
.9
3
34
24
.5
4
34
25
.0
2
34
25
.3
3
34
25
.4
7
34
25
.4
6
34
25
.4
0
Lc= 32.35m
R= 120.00mLr= 17.64m
Lc= 16.90m
R= 30.00mLr= 10.08m
Lc= 28.59m
R= 25.00mLr= 27.02m
Lc= 28.71m
R= 80.00mLr= 15.92m
Lc= 15.00m
R= 30.00mLr= 24.40m
Lc= 47.46m
R= 30.00mLr= 43.30m
Lc= 19.35m
R= 80.00mLr= 32.42m
Lc= 28.67m
R= 30.00mLr= 10.42m
Lc= 22.64m
R= 60.00mLr= 14.38m
Lc= 17.13m
R= 25.00mLr= 29.98m
Lc= 15.56m
R= 25.00mLr= 11.90m
Lc= 17.25m
R= 25.00mLr= 5.75m
Lc= 20.13m
R= 20.00mLr= 23.67m
Lc= 35.81m
R= 50.00mLr= 28.02m
Lc= 20.84m
R= 40.00mLr= 31.71m
Lc= 24.15m
R= 50.00mLr= 16.66m
Lc= 2
R= 15
161.17mS= 9.18%
76.09m60.00m 70.64m80.00m
S= 3.13%
146.90m60.00m 143.75m80.00m
17+ 720 17+ 740 17+ 760 17+ 780 17+ 800 17+ 820 17+ 840 17+ 860 17+ 880 17+ 900 17+ 920 17+ 940 17+ 960 17+ 980 18+ 000 18+ 020 18+ 040 18+ 060 18+ 080 18+ 100 18+ 120 18+ 140 18+ 160 18+ 180 18+ 200 18+ 220 18+ 240 18+ 260 18+ 280 18+ 300 18+ 320 18+ 340 18+ 360 18+ 380 18+ 400 18+ 420 18+ 440
-7796100
96000
N-7
796100
N-7
796200
N-7
796000
N-7
796100
N-7
796200
N-7
796300
N-7
796100
N-7
796200
N-7
796300
N-7
796400
N-7
796200
N-7
796300
N-7
796400
N-7
796500
N-7
796300
N-7
796400
N-7
796500
N-7
796600
N-7
796400
N-7
796500
N-7
796600
N-7
796
7600
E-2
07700
E-2
07500
E-2
07600
E-2
07700
E-2
07800
E-2
07600
E-2
07700
E-2
07800
E-2
07900
E-2
07700
E-2
07800
E-2
07900
-208000
E-2
07800
E-2
07900
E-2
08000
0
E-2
07900
E-2
08000
E-2
08100
E-2
08000
E-2
08100
17+650
17+700
17+750
17+800
17+850
17+900
17+950
18
+0
00
18
+0
50
18+100
18+150
18+200
18+250
18+
300
18+350
18+
400
18+450
18
+5
00
18+
550
PC
: 1
7+
61
7.9
7
PT
: 1
7+
636.0
6
PC
: 1
7+
64
5.9
1
PT
: 1
7+
66
6.2
5
PC
: 1
7+
71
0.4
1
PT
: 1
7+
74
2.7
6
PC
: 1
7+
76
0.4
0
PT: 1
7+
777.3
0
PC: 1
7+
787.3
8
PT
: 1
7+
81
5.9
7
PC
: 1
7+
84
2.9
9
PT
: 1
7+
87
1.7
1
PC
: 1
7+
88
7.6
3
PT: 1
7+
902.6
3
PC
: 1
7+
927.0
3
PT: 17+
974.49
PC: 18+
017.79
PT: 18+037.14
PC: 18+069.56
PT
: 1
8+
09
8.2
3
PC
: 1
8+
10
8.6
5
PT:
18+
131.2
8
PC:
18+
145.6
6
PT
: 1
8+
16
2.7
9
PC
: 1
8+
19
2.7
7
PT: 1
8+
208.3
3
PC
: 1
8+
220.2
3
PT
: 1
8+
23
7.4
8
PC
: 1
8+
24
3.2
2
PT: 1
8+
263.35
PC: 1
8+
287.03
PT
: 1
8+
32
2.8
4
PC
: 1
8+
35
0.8
6
PT: 1
8+
371.6
9
PC: 1
8+
403.4
0
PT
: 1
8+
42
7.5
5
PC
: 1
8+
44
4.2
0
PT: 18+
471.92
PC: 18+
485.01
PT: 18+513.38
PC: 18+525.51
PT
: 1
8+
55
8.8
2
18
+5
85
.26
P.I. 231
P.I. 232
P.I. 233
P.I. 2
34
P.I. 235
P.I. 236P.I.
237
P.I. 238
P.I
. 2
39
P.I. 2
40
P.I. 241
P.I. 242 P.I. 243
P.I. 244
P.I. 245
P.I. 2
46
P.I. 2
47
P.I. 2
48
P.I
. 2
49
P.I
. 2
50
.I.
251
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
17+720
18+440
25
3418
3420
3422
3424
3426
3428
3430
3432
3434
3436
3438
3426
3428
3430
3432
3434
3436
3438
3440
3442
3444
3446
3441
3442
3444
3446
3448
3450
3452
3454
3456
3458
3460
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= - 0.264%
S= 2.535%
S=
12.0
15%
S=
8.3
86%
PVI STA: 18+ 576.49
PVI ELEV: 3425.04
LVC: 40.00
BV
CS
: 1
8+
55
6.4
9
BV
CE
: 3
42
5.1
0
EV
CS
: 1
8+
59
6.4
9
EV
CE
: 3
42
5.5
5
PVI STA: 18+ 774.88
PVI ELEV: 3430.07
LVC: 120.00
BV
CS
: 1
8+
71
4.8
8
BV
CE
: 3
42
8.5
5
EV
CS
: 1
8+
83
4.8
8
EV
CE
: 3
43
7.2
8
PVI STA: 18+ 960.58
PVI ELEV: 3452.38
LVC: 40.00
BV
CS
: 1
8+
94
0.5
8
BV
CE
: 3
44
9.9
8
EV
CS
: 1
8+
98
0.5
8
EV
CE
: 3
45
4.0
6
34
25
.2
9
34
32
.9
7
34
29
.3
3
34
29
.2
0
34
30
.3
8
34
29
.0
5
34
28
.6
8
34
31
.5
9
34
31
.8
8
34
31
.1
3
34
30
.8
2
34
34
.1
5
34
30
.4
2
34
32
.7
3
34
34
.2
3
34
34
.5
7
34
35
.6
9
34
37
.7
8
34
41
.0
3
34
44
.7
1
34
46
.3
4
34
46
.0
6
34
48
.8
2
34
51
.0
1
34
53
.1
7
34
53
.8
8
34
54
.6
8
34
57
.8
8
34
59
.4
1
34
60
.4
0
34
25
.3
5
34
25
.3
0
34
25
.2
5
34
25
.1
9
34
25
.1
4
34
25
.0
9
34
25
.2
3
34
25
.6
4
34
26
.1
5
34
26
.6
5
34
27
.1
6
34
27
.6
7
34
28
.1
7
34
28
.6
9
34
29
.4
4
34
30
.5
0
34
31
.8
8
34
33
.5
7
34
35
.5
8
34
37
.9
0
34
40
.3
0
34
42
.7
0
34
45
.1
1
34
47
.5
1
34
49
.9
1
34
52
.1
4
34
54
.0
1
34
55
.6
9
34
57
.3
7
34
59
.0
4
Lc= 27.71m
R= 15.00mLr= 13.09m
Lc= 28.37m
R= 80.00mLr= 12.12m
Lc= 33.32m
R= 25.00mLr= 26.44m
Lc= 59.20m
R= 45.00mLr= 17.69m
Lc= 42.86m
R= 25.00mLr= 79.65m
Lc= 94.79m
R= 65.00mLr= 18.38m
Lc= 26.03m
R= 50.00mLr= 39.40m
Lc= 39.99m
R= 25.00mLr= 46.75m
143.75mS= 2.54%
118.39m40.00m
S= 12.01%
105.70m120.00m
S= 8.39%
73.45m40.00m
18+ 460 18+ 480 18+ 500 18+ 520 18+ 540 18+ 560 18+ 580 18+ 600 18+ 620 18+ 640 18+ 660 18+ 680 18+ 700 18+ 720 18+ 740 18+ 760 18+ 780 18+ 800 18+ 820 18+ 840 18+ 860 18+ 880 18+ 900 18+ 920 18+ 940 18+ 960 18+ 980 19+ 000 19+ 020 19+ 040
N-7796100
0
N-7796100
N-7796200
N-7796300
N-7796100
N-7796200
N-7796100
N-7796200
N-7796100
N-7796200
N-7796100
N-7796200
N-7796000
N-7796100
N-7796200
N-7796000
N-7796100
N-7796200
N-7796
20
76
00
E-2
07
70
0
E-2
07
00
0
E-2
07
10
0
E-2
07
20
0
E-2
07
30
0
E-2
07
40
0
E-2
07
50
0
E-2
07
60
0
E-2
07
70
0
E-2
07
00
0
E-2
07
10
0
E-2
07
20
0
E-2
07
30
0
E-2
07
40
0
E-2
07
50
0
E-2
07
60
0
E-2
07
70
0
E-2
07
10
0
E-2
07
20
0
19+050
18+300
18+
350
18+400
18+450
18+
500
18+550
18+600
18+
650
18+
700
18+
750
18+
800
18+850
18+900
18+
950
19+000
PT
: 1
8+
26
3.3
5
PC
: 1
8+
28
7.0
3
PT:
18+
322.8
4
PC:
18+
350.8
6
PT
: 1
8+
37
1.6
9
PC
: 1
8+
40
3.4
0
PT:
18+
427.5
5
PC:
18+
444.2
0
PT: 18+471.92
PC: 18+485.01
PT: 1
8+
513.3
8
PC: 1
8+
525.5
1
PT: 1
8+
558.8
2
PC
: 1
8+
585.2
6
PT: 1
8+
644.4
7
PC: 1
8+
662.1
6
PT: 18+
705.01
PC:
18+784.6
6
PT
: 1
8+
879.4
6
PC
: 1
8+
89
7.8
3
PT: 18+923.86
PC: 18+
963.26
PT: 1
9+
003.2
5
EP: 1
9+
050.0
0
19+050
19+060
19+080
19+100
19+120
19
+1
40
19
+1
60
19
+1
80
0
BP: 1
9+
050.0
0
PC
: 1
9+
121.5
3
Mid
: 19+
136.04 PT: 19+150.55
PC: 19+186.90
id: 19+196.90
P.I. 246
P.I. 247
P.I. 248
P.I. 249
P.I
. 250
P.I. 251
P.I. 252
P.I. 253
P.I. 254
P.I
. 255
P.I. 256
Metros
1:1000
5025012.5
PP /50
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
P L A N T A Y P E R F I L
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO – TACARA – CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
18+460
19+040
26
