pp tramo ii.pdf
TRANSCRIPT
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34
52
34
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34
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70
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42
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34
50
34
52
34
54
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=
8.3
86%
S=
4.9
41%
S=
-11.9
86%
S=
-8.1
34%
S=
-3
.94
1%
S=
-0
.01
9%
S=
-0
.07
9%
STA = 19+ 050.00
ELEV = 3459.89
PV
I S
TA
:1
9+
25
0.7
6
PV
I E
LE
V:3
45
4.7
1
LV
C:4
0.0
0
BVCS: 19+ 230.76
BVCE: 3457.11
EVCS: 19+ 270.76
EVCE: 3453.09
PV
I S
TA
:1
9+
37
6.8
9
PV
I E
LE
V:3
44
4.4
5
LV
C:6
0.0
0
BVCS: 19+ 346.89
BVCE: 3446.89
EVCS: 19+ 406.89
EVCE: 3443.27
PV
I S
TA
:1
9+
53
0.4
2
PV
I E
LE
V:3
43
8.4
0
LV
C:4
0.0
0
BVCS: 19+ 510.42
BVCE: 3439.19
EVCS: 19+ 550.42
EVCE: 3438.40
PV
I S
TA
:1
9+
74
6.9
2
PV
I E
LE
V:3
43
8.2
9
LV
C:6
0.0
0
BVCS: 19+ 716.92
BVCE: 3438.31
EVCS: 19+ 776.92
EVCE: 3440.10
PV
I S
TA
:1
9+
10
3.5
4
PV
I E
LE
V:3
46
4.3
8
LV
C:4
0.0
0
BVCS: 19+ 083.54
BVCE: 3462.70
EVCS: 19+ 123.54
EVCE: 3465.37
PV
I S
TA
:1
9+
15
0.6
7
PV
I E
LE
V:3
46
6.7
1
LV
C:5
0.0
0
BVCS: 19+ 125.67
BVCE: 3465.47
EVCS: 19+ 175.67
EVCE: 3463.71
PV
I S
TA
:1
9+
62
0.2
0
PV
I E
LE
V:3
43
8.3
9
LV
C:6
0.0
0
BVCS: 19+ 590.20
BVCE: 3438.39
EVCS: 19+ 650.20
EVCE: 3438.36
3460.86
3463.57
3465.74
3466.36
3467.41
3467.25
3466.10
3463.83
3461.66
3460.22
3457.33
3457.64
3454.44
3454.67
3449.40
3449.76
3449.19
3448.05
3446.34
3446.60
3447.88
3447.36
3445.50
3444.58
3442.82
3441.99
3441.91
3442.19
3441.27
3442.46
3441.87
3443.94
3441.66
3440.67
3442.01
3442.89
3445.70
3460.73
3462.41
3463.97
3465.19
3465.83
3465.18
3463.19
3460.80
3458.40
3456.04
3454.02
3452.33
3450.71
3449.08
3447.45
3445.89
3444.58
3443.56
3442.75
3441.97
3441.18
3440.39
3439.60
3438.86
3438.45
3438.40
3438.39
3438.39
3438.38
3438.37
3438.35
3438.34
3438.32
3438.31
3438.56
3439.22
3440.28
Lr=
71
.53
m
Lc=
29
.02
m
R=
30
.00
mLr=
36
.34
m
Lc=
20
.00
m
R=
80
.00
mLr=
11
.24
m
Lc=
19
.47
m
R=
60
.00
mLr=
68
.98
m
Lc=
27
.37
m
R=
40
.00
mLr=
17
.05
m
Lc=
25
.88
m
R=
50
.00
mLr=
12
.76
m
Lc=
22
.82
m
R=
12
0.0
0m
Lr=
39
.13
m
Lc=
19
.90
m
R=
12
0.0
0m
Lr=
37
.57
m
Lc=
22
.41
m
R=
60
.00
mLr=
28
.57
m
Lc=
15
.80
m
R=
25
0.0
0m
Lr=
31
.80
m
Lc=
21
.84
m
R=
50
.00
mLr=
47
.79
m
Lc=
23
.71
m
R=
40
.00
mLr=
66
.63
m
Lc=
21
.77
m
R=
18
0.0
0m
S=
8.3
9%
33
.54
m
S=
4.9
4%
2.1
3m
40
.00
m5
5.0
9m
50
.00
m7
6.1
3m
40
.00
m1
03
.54
m6
0.0
0m
39
.77
m4
0.0
0m
66
.73
m6
0.0
0m
S=
6.0
37
.09
60
.00
m
19
+0
60
19
+0
80
19
+1
00
19
+1
20
19
+1
40
19
+1
60
19
+1
80
19
+2
00
19
+2
20
19
+2
40
19
+2
60
19
+2
80
19
+3
00
19
+3
20
19
+3
40
19
+3
60
19
+3
80
19
+4
00
19
+4
20
19
+4
40
19
+4
60
19
+4
80
19
+5
00
19
+5
20
19
+5
40
19
+5
60
19
+5
80
19
+6
00
19
+6
20
19
+6
40
19
+6
60
19
+6
80
19
+7
00
19
+7
20
19
+7
40
19
+7
60
19
+7
80
N-7795600
N-7795700
N-7795500
N-7795600
N-7795700
N-7795800
N-7795900
N-7795600
N-7795700
N-7795800
N-7795900
N-7796000
N-7796100
N-7795900
N-7796000
N-7796100
N-7796200
N-7796100
N-7796200
E-2
06
90
0
E-2
06
80
0
E-2
06
90
0
E-2
07
00
0
E-2
06
80
0
E-2
06
90
0
E-2
07
00
0
E-2
06
90
0
E-2
07
00
0
E-2
06
90
0
E-2
07
00
0
E-2
07
10
0
E-2
07
00
0
E-2
07
10
0
E-2
07
00
0
E-2
07
10
0
E-2
07
20
0
E-2
07
10
0
E-2
07
20
0
19+ 050
18+
950
19+
000
PT:
18+
923.8
6
PC:
18+
963.2
6PT: 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
19
+2
00
19
+2
20
19
+2
40
19
+2
60
19
+2
80
19
+3
00
19
+3
20
19
+3
40
19
+3
60
19
+3
80
19
+4
00
19
+4
20
19
+4
40
19
+4
60
19
+4
80
19
+5
00
19
+5
20
19
+5
40
19
+5
60
19
+5
80
19
+6
00
19
+6
20
19
+6
40
19
+6
60
19
+6
80
19
+7
00
19
+7
20
19
+7
40
19
+7
60
19
+7
80
19
+8
00
19
+8
20
BP: 1
9+
050.0
0
PC: 1
9+
121.5
3
Mid: 19+ 136.04
PT: 19+ 150.55
PC: 19+ 186.90
Mid: 19+ 196.90
PT: 19+
206.90
PC: 19+
218.14
Mid: 19+ 227.88
PT: 19+ 237.61
PC: 19+ 306.59
Mid: 19+ 320.27
PT: 19+333.96
PC: 19+351.01Mid: 19+ 363.94
PT: 19+ 376.88
PC: 19+ 389.64
Mid: 19+ 401.05
PT: 19+ 412.46
PC: 19+ 451.59
Mid: 19+ 461.54
PT: 19+ 471.49
PC: 19+ 509.05
Mid: 19+ 520.26
PT: 19+ 531.46
PC: 19+ 560.03
Mid: 19+ 567.93
PT: 19+ 575.83
PC: 19+ 607.63
Mid: 19+ 618.55
PT: 19+ 629.47
PC: 19+ 677.26
Mid: 19+ 689.12
PT: 19+ 700.97
PC: 19+ 767.60
Mid: 19+ 778.49
PT: 19+ 789.38
PC: 19+ 813.49
Mid: 19+ 823.0
P.I
P.I
. 2
57
P.I
. 2
58
P.I
. 2
59
P.I
. 2
60
P.I
. 2
61
P.I
. 2
62
P.I
. 2
63
P.I
. 2
64
P.I
. 2
65
P.I
. 2
66
P.I
. 2
67
P.I
. 2
68
. I.
26
9
Me
tros
1:1
000
50
25
01
2.5
Co
nsu
ltora
:
20
0 0
4 40
2
10
30
50
-1
-10
13
5
Nº d
e L
ám
ina:
Títu
lo:
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
RA
NC
HO
MO
LLO
- TA
CA
RA
- CH
ICH
UY
O
HO
RIZ
ON
TA
L
VE
RT
ICA
L
Esca
las:
1: 1
000
1: 1
00
19+
060
19+
780
27
34
39
34
40
34
42
34
44
34
46
34
48
34
50
34
52
34
54
34
56
34
58
34
51
34
52
34
54
34
56
34
58
34
60
34
62
34
64
34
66
34
68
34
70
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=
6.0
34%
S=
3.2
70
%
S=
1.7
47
%
S=
5.2
54%
S=
1.1
83
%
S=
-4
.00
0%
S=
4.6
21%
PV
I S
TA
:2
0+
23
6.4
8
PV
I E
LE
V:3
45
4.5
5
LV
C:6
0.0
0
BVCS: 20+ 206.48
BVCE: 3454.03
EVCS: 20+ 266.48
EVCE: 3456.13
PV
I S
TA
:2
0+
48
6.6
9
PV
I E
LE
V:3
45
7.8
3
LV
C:4
0.0
0
BVCS: 20+ 466.69
BVCE: 3458.63
EVCS: 20+ 506.69
EVCE: 3458.75
PV
I S
TA
:1
9+
83
4.0
1
PV
I E
LE
V:3
44
3.5
4
LV
C:4
0.0
0
BVCS: 19+ 814.01
BVCE: 3442.33
EVCS: 19+ 854.01
EVCE: 3444.19
PV
I S
TA
:2
0+
09
5.2
4
PV
I E
LE
V:3
45
2.0
8
LV
C:4
0.0
0
BVCS: 20+ 075.24
BVCE: 3451.43
EVCS: 20+ 115.24
EVCE: 3452.43
PV
I S
TA
:2
0+
32
4.6
9
PV
I E
LE
V:3
45
9.1
8
LV
C:6
0.0
0
BVCS: 20+ 294.69
BVCE: 3457.61
EVCS: 20+ 354.69
EVCE: 3459.54
PV
I S
TA
:2
0+
42
3.5
2
PV
I E
LE
V:3
46
0.3
5
LV
C:6
0.0
0
BVCS: 20+ 393.52
BVCE: 3460.00
EVCS: 20+ 453.52
EVCE: 3459.15
PV
I S
TA
:2
0+
PV
I E
LE
V:3
LV
C:4
0.
BVCS: 20+ 511.87
BVCE: 3458.99
3445.29
3447.21
3446.70
3446.94
3447.44
3448.85
3452.22
3449.46
3450.88
3450.97
3452.28
3453.61
3454.26
3455.35
3456.27
3456.17
3456.24
3456.89
3458.02
3458.17
3457.25
3458.65
3456.64
3459.45
3459.16
3461.60
3462.51
3462.63
3462.55
3463.09
3463.27
3463.98
3463.97
3463.94
3458.46
3462.28
3465.08
3441.49
3442.68
3443.67
3444.39
3445.04
3445.70
3446.35
3447.01
3447.66
3448.31
3448.97
3449.62
3450.28
3450.93
3451.58
3452.12
3452.51
3452.86
3453.21
3453.56
3453.91
3454.32
3454.94
3455.80
3456.84
3457.88
3458.72
3459.29
3459.60
3459.84
3460.06
3460.01
3459.62
3458.89
3458.29
3458.49
3459.32
Lc=
21
.77
m
R=
18
0.0
0mLr=
24
.11
m
Lc=
19
.09
m
R=
60
.00
mLr=
28
.80
m
Lc=
21
.93
m
R=
50
.00
mLr=
17
.75
m
Lc=
16
.75
m
R=
25
.00
mLr=
6.2
9m
Lc=
18
.40
m
R=
30
.00
mLr=
30
.00
m
Lc=
21
.31
m
R=
18
0.0
0m
Lr=
74
.50
m
Lc=
24
.32
m
R=
14
0.0
0m
Lr=
14
.78
m
Lc=
19
.48
m
R=
14
0.0
0m
Lr=
25
.78
m
Lc=
21
.04
m
R=
40
.00
mLr=
20
.49
m
Lc=
40
.69
m
R=
40
.00
mLr=
16
.27
m
Lc=
24
.03
m
R=
60
.00
mLr=
8.3
5m
Lc=
20
.96
m
R=
40
.00
mLr=
8.6
9m
Lc=
24
.92
m
R=
40
.00
mLr=
26
.67
m
Lc=
21
.81
m
R=
18
0.0
0m
Lr=
36
.28
m
Lc=
24
.05
m
R=
50
.00
mLr=
33
.03
m
Lc=
22
.77
m
R=
40
.00
mLr=
15
.85
m Lc=
20
R=
30
S=
6.0
3%
37
.09
m
S=
3.2
7%
22
1.2
3m
40
.00
mS
=1
.75
%
91
.24
m4
0.0
0m
S=
5.2
5%
28
.21
m6
0.0
0m
60
.00
m4
0.0
0m
S=
1.1
8%
38
.83
m1
3.1
6m
S=
4.6
2%
5.1
8m
60
.00
m4
0.0
0m
19
+8
00
19
+8
20
19
+8
40
19
+8
60
19
+8
80
19
+9
00
19
+9
20
19
+9
40
19
+9
60
19
+9
80
20
+0
00
20
+0
20
20
+0
40
20
+0
60
20
+0
80
20
+1
00
20
+1
20
20
+1
40
20
+1
60
20
+1
80
20
+2
00
20
+2
20
20
+2
40
20
+2
60
20
+2
80
20
+3
00
20
+3
20
20
+3
40
20
+3
60
20
+3
80
20
+4
00
20
+4
20
20
+4
40
20
+4
60
20
+4
80
20
+5
00
20
+5
2
N-7794900
N-7795000
N-7794900
N-7795000
N-7795100
N-7795200
N-7794
N-7795000
N-7795100
N-7795200
N-7795300
N-7795400
-7795500
N-7795200
N-7795300
N-7795400
N-7795500
N-7795600
N-7795400
N-7795500
E-2
06
50
0
E-2
06
60
0
E-2
06
50
0
E-2
06
60
0
E-2
06
70
0
E-2
06
60
0
E-2
06
70
0
E-2
06
60
0
E-2
06
70
0
E-2
06
80
0
E-2
06
70
0
E-2
06
80
0
E-2
06
70
0
E-2
06
80
0
E-2
06
90
0
E-2
06
70
0
E-2
06
80
0
E-2
06
90
0
E-2
06
80
0
19
+7
19
+7
60
19
+7
80
19
+8
00
19
+8
20
19
+8
40
19
+8
60
19
+8
80
19
+9
00
19+
920
19
+9
40
19
+9
60
19
+9
80
20
+0
00
20
+0
20
20
+0
40
20
+0
60
20
+0
80
20
+1
00
20
+1
20
20
+1
40
20
+1
60
20+
180
20
+2
00
20
+2
20
20
+2
40
20
+2
60
20
+2
80
20
+3
00
20
+3
20
20
+3
40
20
+3
60
20
+3
80
20
+4
00
20
+4
20
20
+4
40
20
+4
60
20
+4
80
20
+5
00
20
+5
20
20+
540
20+
560
PC: 19+ 767.60
Mid: 19+ 778.49
PT: 19+ 789.38
PC: 19+ 813.49
Mid: 19+ 823.03
PT: 19+ 832.57
PC: 19+ 861.38Mid: 19+ 872.34
PT: 19+ 883.31
PC: 19+ 901.06
Mid: 19+ 909.44
PT: 1
9+
917.81
PC: 1
9+
924.10
Mid: 19+ 933.31PT: 19+ 942.51
PC: 19+ 972.51
Mid: 19+ 983.16
PT: 19+ 993.81
PC: 20+ 068.31
Mid: 20+ 080.47
PT: 20+ 092.63
PC: 20+ 107.41
Mid: 20+ 117.15
PT: 20+ 126.89
PC: 20+ 152.67
Mid: 20+ 163.20
PT: 20+
173.72
PC:
20+194.2
1
Mid: 20+ 214.55
PT: 20+ 234.90
PC: 20+ 251.17Mid: 20+ 263.18
PT: 20+ 275.20
PC: 20+ 283.54
Mid: 20+ 294.02
PT: 20+304.50
PC: 20+313.20Mid: 20+ 325.66
PT: 20+ 338.12
PC: 20+ 364.79
Mid: 20+ 375.69
PT: 20+ 386.60
PC: 20+ 422.88
Mid: 20+ 434.90
PT: 20+ 446.9
3
PC: 20+ 479.9
5
Mid: 20+ 491.34
PT: 20+ 502.72
PC: 20+ 518.57
Mid: 20+ 528.98
PT: 20+
539.39
PC:
20+556.9
2
74.06
P.I
. 2
68
P.I
. 2
69
P.I
. 2
70
P.I
. 2
71
P.I
. 2
72
P.I
. 2
73
P.I
. 2
74
P.I
. 2
75
P.I
. 2
76
P.I
. 2
77
P.I
. 2
78
P. I
. 2
79
P.I
. 2
80
P.I
. 2
81
P.I
. 2
82
P.I
. 2
83
P.I
. 2
84
85
Me
tros
1:1
000
50
25
01
2.5
Co
nsu
ltora
:
20
0 0
4 40
2
10
30
50
-1
-10
13
5
Nº d
e L
ám
ina:
Títu
lo:
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
RA
NC
HO
MO
LLO
- TA
CA
RA
- CH
ICH
UY
O
HO
RIZ
ON
TA
L
VE
RT
ICA
L
Esca
las:
1: 1
000
1: 1
00
19+
800
20+
520
28
3453
3454
3456
3458
3460
3462
3464
3466
3468
3470
3472
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= 0.249%
S= 1.410%
S= - 0.570%
S= 4.501%
S= -2.059%
S= - 1.174%
PVI STA: 20+ 603.42
PVI ELEV: 3459.08
LVC: 40.00
BV
CS
: 2
0+
58
3.4
2
BV
CE
: 3
45
9.3
1
EV
CS
: 2
0+
62
3.4
2
EV
CE
: 3
45
9.1
2
PVI STA: 20+ 722.42
PVI ELEV: 3459.37
LVC: 40.00
BV
CS
: 2
0+
70
2.4
2
BV
CE
: 3
45
9.3
2
EV
CS
: 2
0+
74
2.4
2
EV
CE
: 3
45
9.6
5
PVI STA: 21+ 009.50
PVI ELEV: 3460.15
LVC: 40.00
BV
CS
: 2
0+
98
9.5
0
BV
CE
: 3
46
0.2
7
EV
CS
: 2
1+
02
9.5
0
EV
CE
: 3
46
1.0
5
PVI STA: 20+ 531.87
PVI ELEV: 3459.91
LVC: 40.00
EV
CS
: 2
0+
55
1.8
7
EV
CE
: 3
45
9.6
8
PVI STA: 20+ 844.57
PVI ELEV: 3461.09
LVC: 40.00
BV
CS
: 2
0+
82
4.5
7
BV
CE
: 3
46
0.8
1
EV
CS
: 2
0+
86
4.5
7
EV
CE
: 3
46
0.9
8
PVI STA: 21+ 170.72
PVI ELEV: 3467.41
LVC: 60.00
BV
CS
: 2
1+
14
0.7
2
BV
CE
: 3
46
6.0
6
EV
CS
: 2
1+
20
0.7
2
EV
CE
: 3
46
6.7
9
34
62
.5
9
34
62
.5
9
34
66
.0
0
34
63
.8
6
34
64
.8
4
34
63
.5
9
34
64
.1
1
34
66
.1
5
34
60
.9
3
34
54
.5
5
34
62
.0
2
34
62
.1
3
34
64
.8
4
34
63
.6
0
34
59
.3
6
34
68
.0
7
34
66
.9
0
34
64
.7
3
34
64
.8
4
34
62
.5
9
34
63
.1
5
34
61
.9
2
34
60
.8
2
34
60
.3
4
34
62
.8
2
34
63
.8
5
34
64
.2
8
34
65
.4
8
34
68
.5
1
34
69
.6
9
34
69
.8
7
34
71
.7
1
34
71
.4
0
34
71
.6
5
34
69
.4
7
34
68
.0
1
34
67
.5
6
34
59
.7
2
34
59
.5
8
34
59
.3
5
34
59
.1
6
34
59
.1
2
34
59
.1
7
34
59
.2
2
34
59
.2
7
34
59
.3
2
34
59
.4
1
34
59
.6
2
34
59
.9
0
34
60
.1
8
34
60
.4
7
34
60
.7
5
34
60
.9
7
34
61
.0
0
34
60
.8
9
34
60
.7
8
34
60
.6
6
34
60
.5
5
34
60
.4
4
34
60
.3
2
34
60
.2
8
34
60
.6
8
34
61
.5
3
34
62
.4
3
34
63
.3
3
34
64
.2
3
34
65
.1
3
34
66
.0
3
34
66
.7
2
34
66
.9
8
34
66
.8
1
34
66
.4
0
34
65
.9
8
34
65
.5
7
Lc= 20.82m
R= 30.00mLr= 17.53m
Lc= 34.28m
R= 60.00mLr= 27.88m
Lc= 27.03m
R= 60.00mLr= 24.98m
Lc= 24.67m
R= 40.00mLr= 5.19m
Lc= 38.04m
R= 20.00mLr= 10.03m
Lc= 20.23m
R= 30.00mLr= 109.20m
Lc= 26.43m
R= 80.00mLr= 56.01m
Lc= 28.69m
R= 25.00mLr= 101.57m
Lc= 21.34m
R= 350.00mLr= 30.03m
Lc= 22.89m
R= 140.00mLr= 13.64m
Lc= 28.74m
R= 80.00mLr= 115.41m
S= 0.25%
79.00m40.00m
S= 1.41%
82.15m40.00m 124.94m40.00m
S= 4.50%
111.22m40.00m 87.20m60.00m31.55m40.00m
20+ 540 20+ 560 20+ 580 20+ 600 20+ 620 20+ 640 20+ 660 20+ 680 20+ 700 20+ 720 20+ 740 20+ 760 20+ 780 20+ 800 20+ 820 20+ 840 20+ 860 20+ 880 20+ 900 20+ 920 20+ 940 20+ 960 20+ 980 21+ 000 21+ 020 21+ 040 21+ 060 21+ 080 21+ 100 21+ 120 21+ 140 21+ 160 21+ 180 21+ 200 21+ 220 21+ 240 21+
N-7794900
N-7794900
N-7794800
N-7795000
N-7794900
N-7794800
N-7795000
N-7794900
N-7794800
N-7794700
N-7794900
N-7794800
N-7794700
N-7794900
N-7794800
N-7794700
N-7794800
N-7794600
N-7794700
N-7794800
67
00
64
00
E-2
06
50
0
E-2
06
60
0
E-2
06
70
0
61
00
E-2
06
20
0
E-2
06
30
0
E-2
06
40
0
E-2
06
50
0
E-2
06
60
0
E-2
06
70
0
E-2
06
00
0
E-2
06
10
0
E-2
06
20
0
E-2
06
30
0
E-2
06
40
0
E-2
06
50
0
E-2
06
10
0
E-2
06
20
0
20
+5
40
20
+5
60
20
+5
80
20
+6
00
20
+6
20
20
+6
40
20
+6
60
20
+6
80
20
+7
00
20+
720
20+740
20+760
20+780
20+800
20+820
20+840
20+860
20+880
21+
000
21+
020
21+
040
21+
060
21+
080
21+
100
21+
120
21+
140
21+
160
21+
180
21
+2
00
21
+2
20
21
+2
40
21
+2
60
Mid: 20+528.98
PT: 20+539.39
PC: 20+556.92
Mid: 20+574.06
PT: 20+591.20
PC: 20+619.09
Mid: 20+632.60
PT: 20+
646.12
PC: 20+
671.10 Mid: 20+683.44
PT: 20+695.78
PC: 20+700.97
Mid
: 20+
719.9
9
PT
: 2
0+
73
9.0
1
PC
: 2
0+
74
9.0
4
Mid
: 2
0+
75
9.1
6PT
: 2
0+
769.2
7
1
PC: 21+091.18
Mid: 21+
101.85PT: 21+
112.52
PC: 21+
142.55
Mid
: 21+
153.9
9
PT: 2
1+
165.4
3
PC: 2
1+
179.0
7M
id: 21+193.44
PT: 21+207.81
+457.9
0
Mid
: 2
1+
48
3.9
5
(30)21+264.01
P.I
. 28
4
P.I
. 28
5
P.I
. 28
6
P.I
. 28
7
P.I. 2
88
P.I. 289
P.I . 2
92
P.I
. 293
P.I . 2
94
P.I. 297
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
20+540
21+260
29
3461
3462
3464
3466
3468
3470
3472
3474
3476
3478
3480
3471
3472
3474
3476
3478
3480
3482
3484
3486
3488
3490
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
12.0
01%
S= -4.194%
S= - 1.070%
S= 4.074%
PVI STA: 21+ 327.92
PVI ELEV: 3464.17
LVC: 80.00
BV
CS
: 2
1+
28
7.9
2
BV
CE
: 3
46
5.0
0
EV
CS
: 2
1+
36
7.9
2
EV
CE
: 3
46
8.9
7
PVI STA: 21+ 635.53
PVI ELEV: 3477.70
LVC: 60.00
BV
CS
: 2
1+
60
5.5
3
BV
CE
: 3
47
8.9
6
EV
CS
: 2
1+
66
5.5
3
EV
CE
: 3
47
7.3
8
PVI STA: 21+ 789.46
PVI ELEV: 3476.05
LVC: 40.00
BV
CS
: 2
1+
76
9.4
6
BV
CE
: 3
47
6.2
7
EV
CS
: 2
1+
80
9.4
6
EV
CE
: 3
47
6.8
7
PVI STA: 21+ 491.11
PVI ELEV: 3483.76
LVC: 40.00
BV
CS
: 2
1+
47
1.1
1
BV
CE
: 3
48
1.3
6
EV
CS
: 2
1+
51
1.1
1
EV
CE
: 3
48
2.9
2
PVI STA: 21+ 940.84
PVI ELEV: 3482.22
LVC: 40.00
BV
CS
: 2
1+
92
0.8
4
BV
CE
: 3
48
1.4
1
EV
CS
: 2
1+
96
0.8
4
EV
CE
: 3
48
2.4
0
34
65
.2
0
34
64
.6
1
34
65
.3
6
34
66
.2
2
34
69
.4
5
34
70
.5
3
34
70
.5
9
34
69
.7
6
34
71
.4
4
34
81
.9
0
34
84
.7
7
34
86
.8
4
34
87
.4
8
34
87
.5
4
34
85
.7
3
34
83
.0
3
34
82
.3
5
34
82
.1
4
34
82
.0
7
34
83
.2
2
34
80
.8
1
34
78
.8
2
34
77
.6
2
34
77
.9
5
34
77
.6
5
34
75
.4
4
34
76
.4
3
34
76
.6
9
34
81
.7
1
34
82
.4
0
34
81
.2
8
34
83
.4
0
34
84
.1
1
34
86
.8
7
34
87
.3
8
34
85
.6
2
34
86
.6
8
34
65
.1
6
34
64
.8
8
34
65
.2
4
34
66
.3
1
34
68
.0
8
34
70
.4
2
34
72
.8
2
34
75
.2
2
34
77
.6
2
34
80
.0
2
34
82
.2
6
34
83
.1
3
34
82
.5
5
34
81
.7
1
34
80
.8
7
34
80
.0
3
34
79
.1
9
34
78
.4
1
34
77
.8
2
34
77
.4
5
34
77
.2
2
34
77
.0
1
34
76
.8
0
34
76
.5
8
34
76
.3
7
34
76
.2
3
34
76
.5
4
34
77
.3
0
34
78
.1
1
34
78
.9
3
34
79
.7
4
34
80
.5
6
34
81
.3
7
34
82
.0
4
34
82
.3
9
34
82
.5
6
34
82
.7
4
Lr= 115.41m
Lc= 30.17m
R= 25.00mLr= 30.84m
Lc= 22.68m
R= 25.00mLr= 50.99m
Lc= 52.10m
R= 25.00mLr= 44.01m
Lc= 22.98m
R= 50.00mLr= 27.02m
Lc= 22.66m
R= 30.00mLr= 29.58m
Lc= 28.98m
R= 50.00mLr= 49.22m
Lc= 25.51m
R= 40.00mLr= 54.98m
Lc= 25.53m
R= 100.00mLr= 35.61m
Lc= 23.34m
R= 100.00mLr= 34.27m
Lc= 25.44m
R= 120.00mLr= 40.66m
Lc=
R=
87.20mS= 12.00%
103.19m80.00m 94.42m40.00m 103.93m60.00m
S= 4.07%
111.38m40.00m
S= 0.88%
202.88m40.00m
21+ 280 21+ 300 21+ 320 21+ 340 21+ 360 21+ 380 21+ 400 21+ 420 21+ 440 21+ 460 21+ 480 21+ 500 21+ 520 21+ 540 21+ 560 21+ 580 21+ 600 21+ 620 21+ 640 21+ 660 21+ 680 21+ 700 21+ 720 21+ 740 21+ 760 21+ 780 21+ 800 21+ 820 21+ 840 21+ 860 21+ 880 21+ 900 21+ 920 21+ 940 21+ 960 21+ 980 22+
00
N-7795100
N-7795000
N-7795100
N-7795000
N-7795100
N-7795000
N-7795100
N-7795000
N-7795100
N-7795200
N-7795000
N-7795100
N-7795200
N-7795100
N-7795200
N-7795100
N-7795200
-2
05
60
0
E-2
05
70
0
E-2
05
80
0
E-2
05
90
0
E-2
06
00
0
20
61
00
E-2
05
60
0
E-2
05
70
0
E-2
05
80
0
E-2
05
90
0
E-2
06
00
0
E-2
06
10
0
E-2
06
20
0
E-2
06
30
0
E-2
05
90
0
E-2
06
00
0
E-2
06
10
0
E-2
06
20
0
E-2
06
30
0
26
02
1+
28
02
1+
30
02
1+
32
0
21+
340
21+360
21+380
21+400
21+420
21+440
21+46021+480
21
+5
00
21
+5
20
21
+5
40
21
+5
60
21
+5
80
21
+6
00
21+
620
21+640
21+660
21+680
21+700
21+720
21+740
21+
760
21+
780
21+
800
21+
820
21+
840
21
+8
60
21
+8
80
21
+9
00
21
+9
20
21
+9
40
21
+9
60
21
+9
80
2+
00
0
PC: 21+323.22M
id: 21+338.31
PT
: 2
1+
353.4
0
PC
: 2
1+
38
4.2
4
Mid
: 2
1+
39
5.5
8 PT
: 2
1+
406.9
2
PC
: 2
1+
45
7.9
0
Mid
: 2
1+
483.9
5
PT: 21+510.00
PC: 21+554.01
Mid: 21+565.51PT: 21+577.00
PC: 21+604.02
Mid
: 21+
615.3
5
PT
: 2
1+
62
6.6
9
PC
: 2
1+
65
6.2
7
Mid
: 2
1+
67
0.7
6
PT
: 2
1+
68
5.2
5
PC
: 2
1+
73
4.4
7
Mid
: 2
1+
747.2
3
PT:
21+
759.9
8
PC:
21+
814.9
6
Mid
: 21+
827.7
2
PT: 21+
840.49
PC: 21+
876.10 Mid: 2
1+887.77
PT: 21+899.44
PC: 21+933.71
Mid: 21+946.43
PT: 21+
959.15
PC:
P.I
. 295
P.I. 296
P.I.
297
P.I
. 29
8
P.I
. 299
P.I. 300
P.I. 301
P.I. 3
02
P.I
. 30
3
P.I
. 30
4
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
21+280
22+000
30
3480
3482
3484
3486
3488
3490
3492
3494
3496
3498
3500
3492
3494
3496
3498
3500
3502
3504
3506
3508
3510
3512
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= 0.876%
S=
7.9
91%
S= 0.491%
S=
7.158%
PVI STA: 22+ 183.72
PVI ELEV: 3484.35
LVC: 40.00
BV
CS
: 2
2+
16
3.7
2
BV
CE
: 3
48
4.1
7
EV
CS
: 2
2+
20
3.7
2
EV
CE
: 3
48
5.9
5
PVI STA: 22+ 536.97
PVI ELEV: 3496.83
LVC: 40.00
BV
CS
: 2
2+
51
6.9
7
BV
CE
: 3
49
6.7
4
EV
CS
: 2
2+
55
6.9
7
EV
CE
: 3
49
8.2
7
PVI STA: 22+ 327.09
PVI ELEV: 3495.80
LVC: 120.00
BV
CS
: 2
2+
26
7.0
9
BV
CE
: 3
49
1.0
1
EV
CS
: 2
2+
38
7.0
9
EV
CE
: 3
49
6.1
0
PVI STA: 22+ 654.59
PVI ELEV: 3505.25
LVC: 40.00
BV
CS
: 2
2+
63
4.5
9
BV
CE
: 3
50
3.8
2
EV
CS
: 2
2+
67
4.5
9
EV
CE
: 3
50
5.3
7
34
84
.9
4
34
85
.1
9
34
85
.5
0
34
85
.3
9
34
88
.5
6
34
85
.6
1
34
85
.3
6
34
89
.4
7
34
90
.8
0
34
89
.4
5
34
88
.5
2
34
89
.9
6
34
91
.5
8
34
95
.0
2
34
96
.4
7
34
97
.7
4
35
01
.6
2
34
98
.4
1
35
00
.2
4
34
99
.9
1
35
01
.0
9
34
99
.7
3
34
99
.3
6
34
97
.9
7
35
04
.1
5
35
04
.1
6
35
04
.2
5
35
01
.3
4
35
05
.5
3
35
04
.8
9
35
07
.3
2
35
06
.1
8
35
08
.0
2
35
08
.7
7
35
09
.8
9
35
09
.5
2
34
82
.9
1
34
83
.0
9
34
83
.2
6
34
83
.4
4
34
83
.6
1
34
83
.7
9
34
83
.9
6
34
84
.1
4
34
84
.5
5
34
85
.6
6
34
87
.2
5
34
88
.8
4
34
90
.4
4
34
91
.9
9
34
93
.3
0
34
94
.3
6
34
95
.1
7
34
95
.7
4
34
96
.0
5
34
96
.1
6
34
96
.2
6
34
96
.3
6
34
96
.4
6
34
96
.5
6
34
96
.6
5
34
96
.7
6
34
97
.2
9
34
98
.4
8
34
99
.9
2
35
01
.3
5
35
02
.7
8
35
04
.1
9
35
05
.1
1
35
05
.4
0
35
05
.5
2
35
05
.6
3
Lc= 24.44m
R= 50.00mLr= 107.64m
Lc= 24.19m
R= 25.00mLr= 11.77m
Lc= 26.41m
R= 25.00mLr= 6.47m
Lc= 25.45m
R= 25.00mLr= 13.53m
Lc= 26.99m
R= 60.00mLr= 49.58m
Lc= 24.01m
R= 40.00mLr= 0.04m
Lc= 27.28m
R= 40.00mLr= 15.29m
Lc= 28.01m
R= 120.00mLr= 43.98m
Lc= 28.93m
R= 40.00mLr= 6.91m
Lc= 30.04m
R= 30.00mLr= 23.56m
Lc= 17.76m
R= 40.00mLr= 53.32m
Lc= 22.51m
R= 350.00mLr= 54.99m
Lc= 22.16m
R= 60.00mLr= 61.17m
S= 0.88%
202.88m
S= 7.99%
63.36m40.00m
S= 0.49%
129.88m120.00m
S= 7.16%
77.63m40.00m
S= 0.58%
159.71m40.00m
22+ 020 22+ 040 22+ 060 22+ 080 22+ 100 22+ 120 22+ 140 22+ 160 22+ 180 22+ 200 22+ 220 22+ 240 22+ 260 22+ 280 22+ 300 22+ 320 22+ 340 22+ 360 22+ 380 22+ 400 22+ 420 22+ 440 22+ 460 22+ 480 22+ 500 22+ 520 22+ 540 22+ 560 22+ 580 22+ 600 22+ 620 22+ 640 22+ 660 22+ 680 22+ 700 22+ 720 2
N-7794600
N-7794700
N-7794800
N-7794600
N-7794700
N-7794800
N-7794700
N-7794900
N-7794800
N-7794700
N-7794900
N-7794800
N-7794900
N-7794800
N-7795000
N-7794900
N-779
N-7795000
N-7794900
N-7795000
N-7795100
E-2
05
20
0
E-2
05
30
0
E-2
05
20
0
E-2
05
30
0
E-2
05
40
0
50
0
E-2
05
20
0
E-2
05
30
0
E-2
05
40
0
E-2
05
50
0
E-2
05
60
0
E-2
05
40
0
E-2
05
50
0
E-2
05
60
0
E-2
05
70
0
E-2
05
80
0
E-2
05
60
0
E-2
05
70
0
E-2
05
80
0
E-2
05
80
0
21+
880
21+
900
21+
920
21+
940
21+
960
21+
980
22+
000
22+020
22+040
22+060
22+080
22+100
22+120
22+140
22+
160
22
+1
80
22
+2
00
22+
220
22+
240
22+260
22+280
22+300
22+320
22+
340
22+360
22+380
22+400 22+420 22+440 22+460
22+480
22+50022+520
22+540
22+
560
22+
580
22+
600
22+
620
22+
640
22+
660
22+
680
22+700
22+720
22+740
22+760
22+780
22+
800
22+
820
Mid
: 21+
88
PT: 21+
899.44
PC:
21+933.7
1 Mid
: 21+
946.4
3
PT:
21+
959.1
5
PC:
21+
999.8
1
Mid
: 2
2+
012.0
4
PT
: 2
2+
02
4.2
6
PC
: 2
2+
13
1.8
9
Mid
: 2
2+
14
3.9
9
PT: 2
2+
156.0
9
PC: 2
2+
167.8
6
Mid: 22+181.06
PT: 22+194.27
PC: 22+200.73 Mid: 22+213.46
PT: 2
2+
226.1
9
PC: 2
2+
239.7
1
Mid
: 2
2+
253.2
1
PT
: 2
2+
26
6.7
0
PC
: 2
2+
31
6.2
9
Mid
: 2
2+
328.2
9
PT: 2
2+
340.30
PC: 2
2+
340.34
Mid
: 2
2+
353.9
8
PT
: 2
2+
36
7.6
2
PC
: 2
2+
38
2.9
1
Mid
: 2
2+
39
6.9
2
PT
: 2
2+
41
0.9
2
PC
: 2
2+
45
4.9
0 Mid
: 2
2+
46
9.3
7
PT: 2
2+
483.8
3
PC: 2
2+
490.7
4
Mid
: 2
2+
50
5.7
7
PT
: 2
2+
52
0.7
9
PC
: 2
2+
54
4.3
5
Mid
: 2
2+
553.2
3
PT:
22+
562.1
1
PC:
22+
615.4
3
Mid
: 22+
626.6
9
PT:
22+
637.9
5
PC:
22+
692.9
4
Mid
: 2
2+
704.0
1
PT
: 2
2+
71
5.0
9 PC
: 2
2+
77
6.2
7
Mid
: 2
2+
79
2.0
0
22+807.73
P.I. 3
03
P.I. 3
04
P.I. 305
P.I. 306
P.I
. 3
07
P.I
. 3
08
P.I. 3
09
P.I.
310
P.I. 3
11
P.I. 312
P.I. 313
P.I. 314
P.I. 315
P.I. 3
16
P.I. 317
P.I. 318
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
22+020
22+720
31
3502
3504
3506
3508
3510
3512
3514
3516
3518
3520
3522
3516
3518
3520
3522
3524
3526
3528
3530
3532
3534
3536
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= 0.580%
S= 2.026%
S= 1.970%
S= 3.832%
S=6.2
64%
PVI STA: 22+ 854.31
PVI ELEV: 3506.41
LVC: 40.00
BV
CS
: 2
2+
83
4.3
1
BV
CE
: 3
50
6.3
0
EV
CS
: 2
2+
87
4.3
1
EV
CE
: 3
50
6.8
2
PVI STA: 22+ 950.86
PVI ELEV: 3508.37
LVC: 40.00
BV
CS
: 2
2+
93
0.8
6
BV
CE
: 3
50
7.9
7
EV
CS
: 2
2+
97
0.8
6
EV
CE
: 3
50
9.1
4
PVI STA: 23+ 135.48
PVI ELEV: 3515.45
LVC: 60.00
BV
CS
: 2
3+
10
5.4
8
BV
CE
: 3
51
4.3
0
EV
CS
: 2
3+
16
5.4
8
EV
CE
: 3
51
7.3
2
PVI STA: 23+ 432.87
PVI ELEV: 3525.66
LVC: 40.00
BV
CS
: 2
3+
41
2.8
7
BV
CE
: 3
52
5.2
7
EV
CS
: 2
3+
45
2.8
7
EV
CE
: 3
52
6.8
8
PVI STA: 23+ 237.00
PVI ELEV: 3521.80
LVC: 80.00
BV
CS
: 2
3+
19
7.0
0
BV
CE
: 3
51
9.3
0
EV
CS
: 2
3+
27
7.0
0
EV
CE
: 3
52
2.5
9
35
11
.9
3
35
11
.6
9
35
12
.9
1
35
09
.6
8
35
08
.9
4
35
14
.5
8
35
09
.4
7
35
11
.2
7
35
10
.3
9
35
11
.4
0
35
11
.6
3
35
09
.8
1
35
11
.1
8
35
14
.3
6
35
14
.6
5
35
16
.3
6
35
18
.2
4
35
17
.4
6
35
17
.2
3
35
18
.5
0
35
21
.8
8
35
21
.5
5
35
24
.6
3
35
26
.0
8
35
25
.5
8
35
30
.2
8
35
23
.3
2
35
26
.5
6
35
27
.7
9
35
26
.1
4
35
26
.0
8
35
27
.7
9
35
28
.9
7
35
29
.1
6
35
29
.6
6
35
32
.3
8
35
05
.8
7
35
05
.9
8
35
06
.1
0
35
06
.2
2
35
06
.3
4
35
06
.5
7
35
06
.9
3
35
07
.3
4
35
07
.7
5
35
08
.1
7
35
08
.7
5
35
09
.4
9
35
10
.2
5
35
11
.0
2
35
11
.7
9
35
12
.5
5
35
13
.3
2
35
14
.0
9
35
14
.8
9
35
15
.8
6
35
16
.9
9
35
18
.2
3
35
19
.4
8
35
20
.6
0
35
21
.5
0
35
22
.1
8
35
22
.6
5
35
23
.0
4
35
23
.4
4
35
23
.8
3
35
24
.2
3
35
24
.6
2
35
25
.0
1
35
25
.4
3
35
26
.1
8
35
27
.3
1
Lr= 61.17m
Lc= 31.47m
R= 25.00mLr= 44.36m
Lc= 19.29m
R= 25.00mLr= 9.24m
Lc= 18.74m
R= 30.00mLr= 26.22m
Lc= 26.93m
R= 80.00mLr= 16.68m
Lc= 23.01m
R= 50.00mLr= 21.25m
Lc= 32.90m
R= 60.00mLr= 18.45m
Lc= 24.71m
R= 50.00mLr= 64.24m
Lc= 28.48m
R= 350.00mLr= 12.12m
Lc= 26.30m
R= 25.00mLr= 29.98m
Lc= 29.83m
R= 25.00mLr= 29.67m
Lc= 20.80m
R= 80.00mLr= 80.40m
Lc= 22.80m
R= 100.00mLr= 20.92m
Lc= 25.52m
R= 100.00m
S= 0.58%
159.71m
S= 2.03%
56.56m40.00m 40.00m
S= 1.97%
135.88m80.00m
S= 6.07%
51.14m40.00m
S= 3.83%
134.62m
S= 6.26%
31.51m60.00m
22+ 760 22+ 780 22+ 800 22+ 820 22+ 840 22+ 860 22+ 880 22+ 900 22+ 920 22+ 940 22+ 960 22+ 980 23+ 000 23+ 020 23+ 040 23+ 060 23+ 080 23+ 100 23+ 120 23+ 140 23+ 160 23+ 180 23+ 200 23+ 220 23+ 240 23+ 260 23+ 280 23+ 300 23+ 320 23+ 340 23+ 360 23+ 380 23+ 400 23+ 420 23+ 440 23+ 460
N-7
794900
N-7
795000
N-7
795100
N-7
794900
0
N-7
795000
N-7
795100
N-7
794900
N-7
794800
N-7
795000
N-7
794700
N-7
794900
N-7
794800
N-7
794600
N-7
794700
N-7
794800
4500
N-7
794600
N-7
794700
N-7
794800
N-7
794600
N-7
794700
00
E-2
05100
E-2
05200
E-2
05000
E-2
05100
E-2
05200
E-2
05300
E-2
04900
E-2
05000
E-2
05100
E-2
05200
E-2
04700
E-2
04800
E-2
04900
E-2
05000
E-2
04700
E-2
04800
E-2
04900
E-2
04700
E-2
04800
22
+6
60
22
+6
80
22
+7
00
22
+7
20
22
+7
40
22
+7
60
22
+7
80
22+800
22+820
22+840
22+860
22+880 22+900
22+920 22+940
22+960
22+98023+000
23+020
23+040
23+060
23+08023+100
23+120
23+140
23+16023+180 23+200
23+
220
23+
240
23+
260 23+280
23+300
23+32023+340
23+36023+380
23+40023+420
23+440
23+460 23+480
23+500
23+52040
PC: 22+692.94
Mid: 22+704.01
PT: 22+715.09
PC: 22+776.27
Mid
: 22+
792.0
0
PT
: 2
2+
80
7.7
3
PC
: 2
2+
85
2.0
9
Mid
: 2
2+
86
1.7
3
PT: 2
2+
871.3
8
PC
: 2
2+
880.6
2
Mid
: 2
2+
88
9.9
8
PT
: 2
2+
89
9.3
5
PC
: 2
2+
92
5.5
7
Mid
: 2
2+
93
9.0
4
PT
: 2
2+
95
2.5
0
PC
: 2
2+
96
9.1
9
Mid
: 2
2+
98
0.6
9
PT
: 2
2+
99
2.1
9
PC
: 2
3+
01
3.4
5
Mid
: 2
3+
02
9.8
9
PT
: 2
3+
04
6.3
4
PC
: 2
3+
06
4.8
0
Mid
: 2
3+
07
7.1
5
PT
: 2
3+
08
9.5
0
PC
: 2
3+
15
3.7
4
Mid
: 2
3+
16
7.9
9
PT
: 2
3+
18
2.2
3
PC
: 2
3+
19
4.3
5
Mid
: 2
3+
207.5
0
PT: 23+220.65
PC: 23+250.63
Mid
: 2
3+
26
5.5
5
PT
: 2
3+
28
0.4
6
PC
: 2
3+
31
0.1
3
Mid
: 2
3+
32
0.5
3
PT
: 2
3+
33
0.9
3
PC
: 2
3+
41
1.3
2
Mid
: 2
3+
42
2.7
2
PT
: 2
3+
43
4.1
3
PC
: 2
3+
45
5.0
5
Mid
: 2
3+
46
7.8
0
PT
: 2
3+
48
0.5
6
P.I
. 31
7
P.I. 3
18
P.I. 319
P.I. 320
P.I. 321
P.I. 322P.I. 323
P.I. 324
P.I. 325
P.I. 3
26
P.I. 3
27P.I. 328
P.I. 329
P.I. 330
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
22+760
23+460
32
3527
3528
3530
3532
3534
3536
3538
3540
3542
3544
3546
3542
3544
3546
3548
3550
3552
3554
3556
3558
3560
3562
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=6.0
71%
S= 3.254%
S=
11.9
97%
S= 1.905%
S=
-6.787%
S= 0.642%
S= 0.697%ST
A =
2
3+
63
1.6
5
EL
EV
=
3
53
1.8
9
PVI STA: 23+ 730.83
PVI ELEV: 3532.58
LVC: 40.00
BV
CS
: 2
3+
71
0.8
3
BV
CE
: 3
53
2.4
4
EV
CS
: 2
3+
75
0.8
3
EV
CE
: 3
53
3.2
3
PVI STA: 23+ 860.18
PVI ELEV: 3536.79
LVC: 60.00
BV
CS
: 2
3+
83
0.1
8
BV
CE
: 3
53
5.8
1
EV
CS
: 2
3+
89
0.1
8
EV
CE
: 3
54
0.3
9
PVI STA: 24+ 168.65
PVI ELEV: 3549.44
LVC: 40.00
BV
CS
: 2
4+
14
8.6
5
BV
CE
: 3
55
0.7
9
EV
CS
: 2
4+
18
8.6
5
EV
CE
: 3
55
1.0
6
PVI STA: 23+ 524.02
PVI ELEV: 3531.20
LVC: 40.00
BV
CS
: 2
3+
50
4.0
2
BV
CE
: 3
52
9.9
8
EV
CS
: 2
3+
54
4.0
2
EV
CE
: 3
53
1.3
2
PVI STA: 24+ 004.26
PVI ELEV: 3554.07
LVC: 40.00
BV
CS
: 2
3+
98
4.2
6
BV
CE
: 3
55
1.6
7
EV
CS
: 2
4+
02
4.2
6
EV
CE
: 3
55
4.4
5
PVI STA: 24+ 079.28
PVI ELEV: 3555.50
LVC: 40.00
BV
CS
: 2
4+
05
9.2
8
BV
CE
: 3
55
5.1
2
EV
CS
: 2
4+
09
9.2
8
EV
CE
: 3
55
4.1
4
35
33
.8
2
35
36
.5
3
35
36
.7
8
35
33
.7
3
35
34
.1
4
35
35
.0
9
35
33
.7
1
35
35
.1
1
35
35
.6
9
35
36
.2
9
35
37
.0
3
35
35
.6
6
35
35
.7
2
35
36
.6
6
35
37
.2
8
35
38
.7
6
35
38
.1
8
35
39
.1
1
35
38
.0
4
35
41
.1
9
35
41
.4
5
35
45
.6
8
35
45
.7
0
35
48
.8
3
35
50
.5
1
35
53
.3
7
35
53
.8
0
35
54
.5
4
35
55
.6
5
35
56
.6
7
35
57
.9
3
35
54
.7
7
35
54
.3
3
35
54
.3
6
35
52
.6
0
35
52
.7
1
35
54
.6
1
35
28
.5
2
35
29
.7
4
35
30
.7
8
35
31
.2
9
35
31
.4
3
35
31
.5
6
35
31
.6
8
35
31
.8
1
35
31
.9
5
35
32
.0
8
35
32
.2
2
35
32
.3
6
35
32
.5
3
35
32
.9
1
35
33
.5
3
35
34
.1
8
35
34
.8
3
35
35
.4
8
35
36
.2
0
35
37
.4
3
35
39
.2
4
35
41
.5
6
35
43
.9
6
35
46
.3
6
35
48
.7
6
35
51
.1
6
35
53
.2
5
35
54
.3
5
35
54
.7
5
35
55
.1
3
35
55
.0
5
35
54
.1
0
35
52
.7
4
35
51
.3
8
35
50
.2
6
35
50
.5
0
35
51
.9
8
Lc= 25.52m
R= 100.00mLr= 77.81m
Lc= 21.54m
R= 50.00mLr= 33.44m
Lc= 25.41m
R= 80.00mLr= 88.71m
Lc= 41.18m
R= 80.00mLr= 25.83m
Lc= 27.72m
R= 80.00mLr= 28.81m
Lc= 24.70m
R= 120.00mLr= 18.73m
Lc= 27.36m
R= 120.00mLr= 18.55m
Lc= 24.33m
R= 50.00mLr= 48.84m
Lc= 24.09m
R= 120.00mLr= 30.45m
Lc= 21.86m
R= 30.00mLr= 15.56m
Lc= 19.20m
R= 80.00mLr= 5.00m
Lc= 22.53m
R= 160.00mLr= 57.73m
Lc= 2
R= 50
S= 6.07%
51.14m40.00m
S= 3.25%
79.34m40.00m
S= 12.00%
94.08m60.00m
S= 1.90%
35.02m40.00m 49.37m40.00m
S= 8.12%
94.25m40.00m
S= 0.64%
87.64m
S= 0.70%
79.18m
23+ 480 23+ 500 23+ 520 23+ 540 23+ 560 23+ 580 23+ 600 23+ 620 23+ 640 23+ 660 23+ 680 23+ 700 23+ 720 23+ 740 23+ 760 23+ 780 23+ 800 23+ 820 23+ 840 23+ 860 23+ 880 23+ 900 23+ 920 23+ 940 23+ 960 23+ 980 24+ 000 24+ 020 24+ 040 24+ 060 24+ 080 24+ 100 24+ 120 24+ 140 24+ 160 24+ 180 24+ 200
N-7
79
56
00
N-7
79
54
00
N-7
79
55
00
N-7
79
56
00
N-7
79
57
00
N-7
79
52
00
N-7
79
53
00
N-7
79
54
00
N-7
79
55
00
N-7
79
56
00
N-7
79
57
00
N-7
79
50
00
N-7
79
51
00
N-7
79
52
00
N-7
79
53
00
N-7
79
54
00
N-7
79
55
00
N-7
79
50
00
N-7
79
51
00
N-7
79
52
00
N-7
79
53
00
N-7
79
51
00
E- 204600
E-204700
E-204600
E-204700
E-204800
E-204500
E-204600
E-204700
E-204500
E-204600
E-204700
E-204400
E-204500
E-204600
E-204400
E-204500
E-204600
E-204300
E-204400
E-204500
E-204400
E-204500
23+440
23+460
23+480
23+500
23+520
23+540
23+560
23+58023+600
23+620
23+640
23+660
23+680
23+700
23+720
23+740
23+ 760
23+ 780
23+ 800
23+82023+840
23+860
23+ 88023+ 900
23+ 920
23+ 940 23+960
23+980
24+000
24+020
24+040
24+060
24+080
24+ 100
24+ 12024+ 140
24+ 160
24+ 180
24+ 200
24+22024+240
PC
: 2
3+
455.0
5M
id: 2
3+
467.8
0
PT
: 2
3+
48
0.5
6
PC
: 2
3+
55
8.3
7
Mid
: 2
3+
56
9.1
4
PT
: 2
3+
57
9.9
1
PC
: 2
3+
61
3.3
5
Mid
: 2
3+
62
6.0
5
PT
: 2
3+
63
8.7
6
PC
: 2
3+
72
7.4
6
Mid
: 2
3+
74
8.0
6
PT
: 2
3+
76
8.6
5
PC
: 2
3+
79
4.4
8
Mid
: 2
3+
80
8.3
4
PT
: 2
3+
82
2.2
0
PC
: 2
3+
85
1.0
2
Mid
: 2
3+
86
3.3
6
PT
: 2
3+
87
5.7
1
PC
: 2
3+
89
4.4
5
Mid
: 2
3+
90
8.1
3
PT
: 2
3+
92
1.8
1
PC
: 2
3+
94
0.3
6
Mid
: 2
3+
95
2.5
3
PT
: 2
3+
96
4.6
9
PC
: 2
4+
01
3.5
4
Mid
: 2
4+
02
5.5
8
PT
: 2
4+
03
7.6
3
PC
: 2
4+
06
8.0
8
Mid
: 2
4+
07
9.0
1
PT
: 2
4+
08
9.9
4
PC
: 2
4+
10
5.5
0
Mid
: 2
4+
11
5.1
0
PT
: 2
4+
12
4.7
0
PC
: 2
4+
12
9.7
0
Mid
: 2
4+
14
0.9
7
PT
: 2
4+
15
2.2
3 PC
: 2
4+
20
9.9
6
Mid
: 2
4+
22
3.0
0
PT
: 2
4+
23
6.0
4P.I. 330
P.I. 331 P.I. 332
P.I. 333
P.I. 334 P.I. 335
P.I . 336
P.I . 337
P.I. 338
P.I. 339
P.I . 340P.I . 341
P.I. 342
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
23+480
24+200
33
3551
3552
3554
3556
3558
3560
3562
3564
3566
3568
3570
3558
3560
3562
3564
3566
3568
3570
3572
3574
3576
3578
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
8.1
20%
S=5.3
24%
S= -1.371%
S= 1.060%
S= 4.363%
PVI STA: 24+ 510.66
PVI ELEV: 3564.05
LVC: 40.00
BV
CS
: 2
4+
49
0.6
6
BV
CE
: 3
56
4.3
2
EV
CS
: 2
4+
53
0.6
6
EV
CE
: 3
56
4.2
6
PVI STA: 24+ 823.48
PVI ELEV: 3567.36
LVC: 60.00
BV
CS
: 2
4+
79
3.4
8
BV
CE
: 3
56
7.0
5
EV
CS
: 2
4+
85
3.4
8
EV
CE
: 3
56
8.6
7
PVI STA: 24+ 302.91
PVI ELEV: 3560.34
LVC: 40.00
BV
CS
: 2
4+
28
2.9
1
BV
CE
: 3
55
8.7
1
EV
CS
: 2
4+
32
2.9
1
EV
CE
: 3
56
1.4
0
PVI STA: 24+ 400.89
PVI ELEV: 3565.55
LVC: 40.00
BV
CS
: 2
4+
38
0.8
9
BV
CE
: 3
56
4.4
9
EV
CS
: 2
4+
42
0.8
9
EV
CE
: 3
56
5.2
8
PVI STA: 24+ 937.89
PVI ELEV: 3572.36
LVC: 40.00
BV
CS
: 2
4+
91
7.8
9
BV
CE
: 3
57
1.4
8
35
54
.9
0
35
59
.0
8
35
60
.4
2
35
62
.4
5
35
64
.7
0
35
64
.7
7
35
64
.6
3
35
65
.5
3
35
68
.4
3
35
67
.8
8
35
67
.2
7
35
68
.8
5
35
67
.4
2
35
67
.4
0
35
65
.6
6
35
64
.6
1
35
66
.0
3
35
67
.0
5
35
65
.6
5
35
66
.3
8
35
67
.4
8
35
67
.5
4
35
67
.0
3
35
68
.9
9
35
69
.2
1
35
66
.4
5
35
67
.7
3
35
68
.8
3
35
69
.7
1
35
69
.0
1
35
68
.9
1
35
69
.1
2
35
70
.0
5
35
70
.6
3
35
72
.9
3
35
75
.4
0
35
76
.4
5
35
53
.6
1
35
55
.2
3
35
56
.8
5
35
58
.4
8
35
60
.0
0
35
61
.2
5
35
62
.3
1
35
63
.3
8
35
64
.4
4
35
65
.2
0
35
65
.2
9
35
65
.0
2
35
64
.7
4
35
64
.4
7
35
64
.2
2
35
64
.1
8
35
64
.3
6
35
64
.5
7
35
64
.7
8
35
65
.0
0
35
65
.2
1
35
65
.4
2
35
65
.6
3
35
65
.8
4
35
66
.0
6
35
66
.2
7
35
66
.4
8
35
66
.6
9
35
66
.9
0
35
67
.1
3
35
67
.5
2
35
68
.1
4
35
68
.9
6
35
69
.8
3
35
70
.7
0
35
71
.5
7
35
72
.0
7
Lc= 26.07m
R= 50.00mLr= 34.26m
Lc= 25.04m
R= 50.00mLr= 46.13m
Lc= 19.53m
R= 30.00mLr= 68.16m
Lc= 22.26m
R= 50.00mLr= 15.74m
Lc= 26.04m
R= 80.00mLr= 30.97m
Lc= 29.87m
R= 120.00mLr= 40.37m
Lc= 28.48m
R= 180.00mLr= 24.96m
Lc= 21.19m
R= 160.00mLr= 19.76m
Lc= 24.57m
R= 140.00mLr= 41.78m
Lc= 22.36m
R= 200.00mLr= 148.96m
Lc= 22.88m
R= 40.00mLr= 4
S= 8.12%
94.25m
S= 5.32%
57.98m40.00m 69.77m40.00m
S= 1.06%
262.82m40.00m
S= 4.36%
64.41m60.00m 40.00m
24+ 220 24+ 240 24+ 260 24+ 280 24+ 300 24+ 320 24+ 340 24+ 360 24+ 380 24+ 400 24+ 420 24+ 440 24+ 460 24+ 480 24+ 500 24+ 520 24+ 540 24+ 560 24+ 580 24+ 600 24+ 620 24+ 640 24+ 660 24+ 680 24+ 700 24+ 720 24+ 740 24+ 760 24+ 780 24+ 800 24+ 820 24+ 840 24+ 860 24+ 880 24+ 900 24+ 920 24+ 940
N-7
79
63
00
N-7
79
61
00
N-7
79
62
00
N-7
79
63
00
N-7
79
59
00
N-7
79
60
00
N-7
79
61
00
N-7
79
62
00
N-7
79
63
00
N-7
79
57
00
N-7
79
58
00
N-7
79
59
00
N-7
79
60
00
N-7
79
61
00
N-7
79
57
00
N-7
79
58
00
N-7
79
59
00
N-7
79
57
00
E- 204300
E-204400
E-204500
E-204300
E-204400
E-204200
E-204300
E-204400
E-204200
E-204300
E-204100
E-204200
E-204300
E-204100
E-204200
E-204000
E-204100
E-204200
24+ 180
24+ 200
24+220
24+240
24+260
24+280
24+ 300
24+ 320
24+ 340
24+360
24+380
24+400
24+420
24+440 24+460
24+ 480
24+ 500
24+ 520
24+ 54024+ 560
24+ 58024+ 600
24+620 24+64024+660
24+680
24+700 24+720 24+740 24+76024+780
24+80024+820
24+84024+860
24+88024+900
24+920 24+ 940
24+960
24+980
PC
: 2
4+
20
9.9
6
Mid
: 2
4+
22
3.0
0
PT
: 2
4+
23
6.0
4
PC
: 2
4+
27
0.3
0
Mid
: 2
4+
28
2.8
2
PT
: 2
4+
29
5.3
4
PC
: 2
4+
34
1.4
7
Mid
: 2
4+
35
1.2
3P
T: 2
4+
36
0.9
9
PC
: 2
4+
42
9.1
6
Mid
: 2
4+
44
0.2
8
PT
: 2
4+
45
1.4
1
PC
: 2
4+
46
7.1
5
Mid
: 2
4+
48
0.1
7
PT
: 2
4+
49
3.1
9
PC
: 2
4+
52
4.1
5
Mid
: 2
4+
53
9.0
9
PT
: 2
4+
55
4.0
2
PC
: 2
4+
59
4.4
0
Mid
: 2
4+
60
8.6
3
PT
: 2
4+
62
2.8
7
PC
: 2
4+
64
7.8
3
Mid
: 2
4+
65
8.4
2
PT
: 2
4+
66
9.0
1
PC
: 2
4+
68
8.7
7
Mid
: 2
4+
70
1.0
5
PT
: 2
4+
71
3.3
4
PC
: 2
4+
75
5.1
2
Mid
: 2
4+
76
6.3
0
PT
: 2
4+
77
7.4
8
PC
: 2
4+
92
6.4
4
Mid
: 2
4+
93
7.8
8
PT
: 2
4+
949.3
3P.I. 342
P.I. 343
P.I. 344
P.I. 345
P.I . 346
P.I . 347
P.I. 348 P.I. 349
P.I. 350 P.I. 351
P.I . 352
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
24+220
24+940
34
3569
3570
3572
3574
3576
3578
3580
3582
3584
3586
3588
3569
3570
3572
3574
3576
3578
3580
3582
3584
3586
3588
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= -1.897%
S=6.6
27%
S= -2.263%
PVI STA: 25+ 084.81
PVI ELEV: 3569.57
LVC: 40.00
BV
CS
: 2
5+
06
4.8
1
BV
CE
: 3
56
9.9
5
EV
CS
: 2
5+
10
4.8
1
EV
CE
: 3
57
0.8
9
PVI STA: 25+ 248.10
PVI ELEV: 3580.39
LVC: 60.00
BV
CS
: 2
5+
21
8.1
0
BV
CE
: 3
57
8.4
0
EV
CS
: 2
5+
27
8.1
0
EV
CE
: 3
58
3.6
6
PVI STA: 25+ 594.67
PVI ELEV: 3590.36
LVC: 100.00
BV
CS
: 2
5+
54
4.6
7
BV
CE
: 3
59
1.4
9
EV
CS
: 2
5+
64
4.6
7
EV
CE
: 3
59
2.3
9
PVI STA: 24+ 937.89
PVI ELEV: 3572.36
LVC: 40.00
EV
CS
: 2
4+
95
7.8
9
EV
CE
: 3
57
1.9
8
PVI STA: 25+ 383.32
PVI ELEV: 3595.14
LVC: 40.00
BV
CS
: 2
5+
36
3.3
2
BV
CE
: 3
59
2.9
6
EV
CS
: 2
5+
40
3.3
2
EV
CE
: 3
59
4.6
9
35
74
.8
6
35
73
.5
3
35
74
.1
0
35
74
.8
8
35
72
.8
9
35
70
.8
7
35
69
.9
2
35
70
.2
2
35
71
.3
4
35
73
.9
7
35
75
.1
5
35
76
.3
5
35
80
.1
9
35
80
.9
6
35
82
.5
1
35
85
.7
8
35
87
.8
7
35
92
.6
9
35
92
.9
2
35
93
.5
6
35
94
.2
9
35
95
.6
7
35
95
.8
1
35
95
.7
9
35
97
.2
0
35
95
.8
7
35
96
.1
4
35
96
.6
4
35
96
.5
1
35
96
.9
8
35
94
.2
4
35
95
.3
6
35
95
.2
0
35
95
.2
0
35
96
.5
9
35
95
.9
1
35
96
.6
0
35
71
.9
4
35
71
.5
6
35
71
.1
8
35
70
.8
0
35
70
.4
2
35
70
.0
4
35
69
.9
1
35
70
.6
0
35
71
.9
0
35
73
.2
3
35
74
.5
5
35
75
.8
8
35
77
.2
0
35
78
.5
3
35
80
.0
2
35
81
.8
1
35
83
.8
7
35
86
.0
5
35
88
.2
3
35
90
.4
1
35
92
.6
0
35
94
.3
2
35
94
.7
4
35
94
.3
1
35
93
.8
6
35
93
.4
0
35
92
.9
5
35
92
.5
0
35
92
.0
5
35
91
.5
9
35
91
.2
2
35
91
.0
8
35
91
.2
1
35
91
.5
8
35
92
.2
1
35
93
.0
1
35
93
.8
3
Lr= 40.02m
Lc= 22.86m
R= 30.00mLr= 41.17m
Lc= 25.08m
R= 40.00mLr= 18.53m
Lc= 23.20m
R= 60.00mLr= 58.88m
Lc= 23.69m
R= 25.00mLr= 39.91m
Lc= 21.60m
R= 30.00mLr= 12.14m
Lc= 22.49m
R= 60.00mLr= 80.98m
Lc= 21.71m
R= 50.00mLr= 29.87m
Lc= 20.62m
R= 50.00mLr= 25.25m
Lc= 22.89m
R= 70.00mLr= 13.73m
Lc= 20.83m
R= 30.00mLr= 90.63m
Lc= 21.42m
R= 80.00mLr= 133.31m
106.92m40.00mS= 6.63%
113.29m40.00m
S= 10.91%
85.22m60.00m 141.36m40.00m
S= 4.07%
206.83m100.00m
24+ 960 24+ 980 25+ 000 25+ 020 25+ 040 25+ 060 25+ 080 25+ 100 25+ 120 25+ 140 25+ 160 25+ 180 25+ 200 25+ 220 25+ 240 25+ 260 25+ 280 25+ 300 25+ 320 25+ 340 25+ 360 25+ 380 25+ 400 25+ 420 25+ 440 25+ 460 25+ 480 25+ 500 25+ 520 25+ 540 25+ 560 25+ 580 25+ 600 25+ 620 25+ 640 25+ 660 25+ 680
N-7796500
N-7796500
N-7796600
N-7796400
N-7796500
N-7796600
N-7796400
N-7796500
N-7796600
N-7796400
N-7796500
N-7796400
N-7796500
N-7796300
N-7796400
N-7796500
N-7796300
N-7796400
N-7796500
04
00
0
E-2
04
10
0
E-2
03
60
0
E-2
03
70
0
E-2
03
80
0
E-2
03
90
0
E-2
04
00
0
E-2
04
10
0
E-2
03
40
0
E-2
03
50
0
E-2
03
60
0
E-2
03
70
0
E-2
03
80
0
E-2
03
90
0
E-2
04
00
0
E-2
04
10
0
E-2
03
50
0
E-2
03
60
0
E-2
03
70
0
24
24+
900
24+
920
24
+9
40
24
+9
60
24
+9
80
25+
000
25+020
25+040
25+060
25+080 25+100
25+120
25+140
25+160
25+18025+200
25+220
25+240
25+260
25+28025+300
25+320
25+340
25+360
25+380 25+400
25+420
25+440
25+460
25+480 25+50025+520
25+540
25+560
25+580
25+600
25+620
25+640
25+660
25+680
25+700
25+720
25+740
760
PC: 2
4+
926.4
4M
id: 24+937.88
PT: 24+949.33
PC: 24+989.35
Mid: 25+
000.78
PT: 2
5+
012.2
1
PC
: 2
5+
053.3
8
Mid
: 2
5+
06
5.9
2
PT
: 2
5+
07
8.4
6
PC
: 2
5+
09
6.9
8
Mid
: 2
5+
10
8.5
8
PT
: 2
5+
12
0.1
8
PC
: 2
5+
17
9.0
6
Mid
: 2
5+
19
0.9
1
PT: 2
5+
202.7
5
PC
: 2
5+
242.6
6
Mid
: 2
5+
25
3.4
5
PT
: 2
5+
26
4.2
5
PC
: 2
5+
27
6.4
0
Mid
: 2
5+
28
7.6
4
PT
: 2
5+
29
8.8
8
PC
: 2
5+
37
9.8
7
Mid
: 2
5+
39
0.7
2
PT
: 2
5+
40
1.5
7
PC
: 2
5+
43
1.4
4
Mid
: 2
5+
44
1.7
5
PT
: 2
5+
45
2.0
6
PC
: 2
5+
47
7.3
1
Mid
: 2
5+
48
8.7
5
PT
: 2
5+
50
0.2
0
PC
: 2
5+
51
3.9
3M
id: 2
5+
52
4.3
4
PT: 2
5+
534.7
6
PC
: 2
5+
625.3
8M
id: 2
5+
63
6.0
9
PT
: 2
5+
64
6.8
0
P.I . 3
52
P.I . 3
53
P.I. 354
P.I. 355
P.I. 356
P.I. 357 P.I. 358
P.I. 359
P.I. 360
P.I. 361 P.I. 362
P.I. 363
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
24+960
25+680
35
3577
3578
3580
3582
3584
3586
3588
3590
3592
3594
3596
35983598
3600
3602
3604
3606
3608
3610
3612
3614
3616
3619
3620
3622
3624
3626
3628
3630
3632
3634
3636
3638
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= - 0.247%
S=
9.9
28%
S= -3.259%
S= 4.504%
PVI STA: 26+ 014.75
PVI ELEV: 3601.26
LVC: 40.00
BV
CS
: 2
5+
99
4.7
5
BV
CE
: 3
60
1.3
1
EV
CS
: 2
6+
03
4.7
5
EV
CE
: 3
60
3.2
4
PVI STA: 26+ 230.67
PVI ELEV: 3607.83
LVC: 80.00
BV
CS
: 2
6+
19
0.6
7
BV
CE
: 3
60
9.1
3
EV
CS
: 2
6+
27
0.6
7
EV
CE
: 3
60
9.6
3
PVI STA: 25+ 871.50
PVI ELEV: 3601.61
LVC: 40.00
BV
CS
: 2
5+
85
1.5
0
BV
CE
: 3
60
0.8
0
EV
CS
: 2
5+
89
1.5
0
EV
CE
: 3
60
1.5
6
PVI STA: 26+ 117.94
PVI ELEV: 3611.50
LVC: 40.00
BV
CS
: 2
6+
09
7.9
4
BV
CE
: 3
60
9.5
2
EV
CS
: 2
6+
13
7.9
4
EV
CE
: 3
61
0.8
5
35
98
.5
0
35
99
.5
2
36
02
.4
1
35
98
.9
3
36
01
.2
5
36
03
.1
1
36
03
.1
3
36
04
.0
0
36
04
.5
0
36
05
.8
7
36
04
.7
0
36
06
.7
5
36
06
.4
4
36
07
.7
4
36
06
.6
9
36
04
.8
3
35
99
.0
2
36
12
.5
6
36
11
.0
2
36
11
.0
3
36
11
.6
0
36
12
.8
2
36
12
.5
2
36
12
.2
6
36
14
.6
5
36
13
.1
5
36
11
.8
1
36
11
.9
3
36
13
.9
2
36
12
.5
9
36
13
.2
7
36
16
.7
3
36
16
.6
7
36
16
.5
0
36
17
.3
8
36
18
.3
0
36
18
.9
8
35
94
.6
4
35
95
.4
5
35
96
.2
7
35
97
.0
8
35
97
.8
9
35
98
.7
1
35
99
.5
2
36
00
.3
3
36
01
.1
1
36
01
.5
2
36
01
.5
4
36
01
.4
9
36
01
.4
4
36
01
.3
9
36
01
.3
5
36
01
.3
3
36
02
.0
6
36
03
.7
7
36
05
.7
5
36
07
.7
4
36
09
.7
2
36
10
.9
1
36
10
.7
8
36
10
.1
3
36
09
.4
8
36
08
.8
7
36
08
.6
0
36
08
.7
1
36
09
.2
1
36
10
.0
5
36
10
.9
5
36
11
.8
5
36
12
.7
5
36
13
.6
6
36
14
.5
6
36
15
.4
6
36
16
.3
6
Lr= 133.31m
Lc= 29.07m
R= 250.00mLr= 26.22m
Lc= 25.64m
R= 50.00mLr= 12.74m
Lc= 27.97m
R= 40.00mLr= 42.60m
Lc= 22.66m
R= 30.00mLr= 54.40m
Lc= 20.91m
R= 25.00mLr= 133.44m
Lc= 21.74m
R= 30.00mLr= 47.26m
Lc= 23.13m
R= 50.00mLr= 39.79m
Lc= 21.59m
R= 40.00mLr= 30.91m
Lc= 21.29m
R= 30.00mLr= 117.50m
S= 4.07%
206.83m103.25m40.00m
S= 9.93%
63.19m40.00m 52.73m40.00m
S= 4.50%
162.80m80.00m
25+ 700 25+ 720 25+ 740 25+ 760 25+ 780 25+ 800 25+ 820 25+ 840 25+ 860 25+ 880 25+ 900 25+ 920 25+ 940 25+ 960 25+ 980 26+ 000 26+ 020 26+ 040 26+ 060 26+ 080 26+ 100 26+ 120 26+ 140 26+ 160 26+ 180 26+ 200 26+ 220 26+ 240 26+ 260 26+ 280 26+ 300 26+ 320 26+ 340 26+ 360 26+ 380 26+ 400 26+ 420
N-7796600
N-7796700
N-7796500
N-7796600
N-7796700
N-7796500
N-7796600
N-7796700
N-7796500
N-7796600
N-7796500
N-7796600
N-7796400
N-7796500
N-7796600
N-7796400
N-7796500
N-7796400
N-7796500
E-2
03
30
0
E-2
03
40
0
E-2
03
50
0
E-2
02
90
0
E-2
03
00
0
E-2
03
10
0
E-2
03
20
0
E-2
03
30
0
E-2
03
40
0
E-2
03
50
0
E-2
02
80
0
E-2
02
90
0
E-2
03
00
0
E-2
03
10
0
E-2
03
20
0
E-2
03
30
0
E-2
03
40
0
E-2
02
80
0
E-2
02
90
0
E-2
03
00
0
25+620
25+640
25+660
25+680
25+700
25+720
25+740
25+760
25+780
25+800
25+820
25+840
25+860 25+880
25+900
25+
920
25+
940
25+96025+980
26+000
26+020
26+
040
26+
060
26+
080
26+
100
26+
120
26+
140
26+
160
26+
180
26+200
26+220
26+24026+260
26+280
26+300
26+320
26+
340
26+
360
26+38026+400
26+42026+440
26+46026+480
6+500
PC
: 2
5+
625.3
8M
id: 2
5+
636.0
9
PT
: 2
5+
64
6.8
0
PC
: 2
5+
78
0.1
1
Mid
: 2
5+
79
4.6
5
PT
: 2
5+
809.1
8
PC
: 2
5+
83
5.4
0
Mid
: 2
5+
84
8.2
2
PT
: 2
5+
86
1.0
4
PC
: 2
5+
87
3.7
9
Mid
: 2
5+
88
7.7
7
PT: 2
5+
901.7
6
PC
: 2
5+
944.3
6
Mid
: 2
5+
95
5.6
9
PT
: 2
5+
96
7.0
1
PC
: 2
6+
02
1.4
2
Mid
: 2
6+
031.8
7
PT: 26+042.33
PC: 26+
175.76
Mid
: 2
6+
186.6
3
PT
: 2
6+
19
7.5
0
PC
: 2
6+
24
4.7
6
Mid
: 2
6+
25
6.3
3
PT
: 2
6+
26
7.9
0
PC
: 2
6+
30
7.6
9M
id: 2
6+
318.4
8
PT:
26+
329.2
8
PC:
26+
360.1
9
Mid
: 2
6+
37
0.8
3
PT
: 2
6+
38
1.4
8
PC
: 2
6+
49
8.9
8
P.I. 363
P.I. 364
P.I. 365
P.I. 366
P.I. 367
P.I. 3
68
P.I.
369
P.I. 370
P.I. 371
P.I. 372
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
25+700
26+420
36
3599
3600
3602
3604
3606
3608
3610
3612
3614
3616
3618
3620
3620
3622
3624
3626
3628
3630
3632
3634
3636
3638
3641
3642
3644
3646
3648
3650
3652
3654
3656
3658
3660
3620
3620
3622
3624
3626
3628
3630
3632
3634
3636
3638
3641
3642
3644
3646
3648
3650
3652
3654
3656
3658
3660
3620
3620
3622
3624
3626
3628
3630
3632
3634
3636
3638
3641
3642
3644
3646
3648
3650
3652
3654
3656
3658
3660
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= 5.144%
S= 0.424%
S=-6.199%
S= 2.274%
PVI STA: 26+ 886.78
PVI ELEV: 3622.97
LVC: 40.00
BV
CS
: 2
6+
86
6.7
8
BV
CE
: 3
62
4.2
1
EV
CS
: 2
6+
90
6.7
8
EV
CE
: 3
62
3.4
3
PVI STA: 26+ 983.17
PVI ELEV: 3625.17
LVC: 80.00
BV
CS
: 2
6+
94
3.1
7
BV
CE
: 3
62
4.2
6
EV
CS
: 2
7+
02
3.1
7
EV
CE
: 3
62
8.3
5
PVI STA: 26+ 599.52
PVI ELEV: 3625.38
LVC: 80.00
BV
CS
: 2
6+
55
9.5
2
BV
CE
: 3
62
3.3
2
EV
CS
: 2
6+
63
9.5
2
EV
CE
: 3
62
5.5
5
PVI STA: 26+ 832.09
PVI ELEV: 3626.36
LVC: 40.00
BV
CS
: 2
6+
81
2.0
9
BV
CE
: 3
62
6.2
8
EV
CS
: 2
6+
85
2.0
9
EV
CE
: 3
62
5.1
2
36
21
.0
5
36
21
.3
5
36
22
.0
2
36
23
.6
2
36
23
.6
4
36
24
.5
9
36
25
.4
6
36
26
.3
2
36
25
.2
3
36
29
.1
9
36
28
.0
8
36
26
.2
3
36
28
.6
3
36
28
.6
7
36
27
.3
2
36
26
.0
5
36
25
.7
5
36
26
.3
2
36
27
.0
2
36
27
.9
4
36
26
.8
5
36
25
.8
5
36
22
.1
6
36
23
.0
5
36
23
.5
8
36
24
.1
4
36
24
.6
8
36
27
.0
6
36
32
.1
7
36
33
.0
0
36
32
.9
0
36
36
.9
6
36
37
.1
0
36
38
.1
4
36
40
.8
2
36
40
.7
5
36
41
.1
1
36
17
.2
6
36
18
.2
2
36
19
.2
3
36
20
.2
6
36
21
.2
9
36
22
.3
2
36
23
.3
4
36
24
.2
5
36
24
.9
2
36
25
.3
5
36
25
.5
5
36
25
.6
3
36
25
.7
2
36
25
.8
0
36
25
.8
9
36
25
.9
7
36
26
.0
6
36
26
.1
4
36
26
.2
3
36
26
.2
6
36
25
.7
5
36
24
.6
3
36
23
.5
8
36
23
.3
2
36
23
.7
3
36
24
.1
8
36
24
.7
4
36
25
.5
8
36
26
.6
9
36
28
.1
0
36
29
.6
8
36
31
.2
8
36
32
.8
7
36
34
.4
6
36
36
.0
5
36
37
.6
4
36
39
.2
3
Lr= 117.50m
Lc= 27.06m
R= 150.00mLr= 81.35m
Lc= 17.95m
R= 30.00mLr= 9.72m
Lc= 35.73m
R= 100.00mLr= 113.94m
Lc= 23.07m
R= 40.00mLr= 36.53m
Lc= 33.63m
R= 25.00mLr= 88.98m
Lc= 27.73m
R= 80.00mLr= 114.77m
Lc= 30.23m
R= 80.00mLr= 71.63m
S= 4.50%
162.80m
S= 5.14%
86.06m40.00m
S= 0.42%
172.57m80.00m 14.68m40.00m
S= 2.27%
36.39m40.00m
S= 7.95%
181.24m80.00m
26+ 440 26+ 460 26+ 480 26+ 500 26+ 520 26+ 540 26+ 560 26+ 580 26+ 600 26+ 620 26+ 640 26+ 660 26+ 680 26+ 700 26+ 720 26+ 740 26+ 760 26+ 780 26+ 800 26+ 820 26+ 840 26+ 860 26+ 880 26+ 900 26+ 920 26+ 940 26+ 960 26+ 980 27+ 000 27+ 020 27+ 040 27+ 060 27+ 080 27+ 100 27+ 120 27+ 140 27+ 160
N-7796700
N-7796800
N-7796900
N-7796700
N-7796800
N-7796900
N-7796700
N-7796800
N-7796900
N-7796700
N-7796800
N-7796900
N-7796700
N-7796800
N-7796700
N-7796800
N-7796700
N-7796800
N-7796700
N-7796800
0
E-2
02
40
0
E-2
02
50
0
E-2
02
60
0
E-2
02
70
0
E-2
02
80
0
E-2
02
90
0
E-2
02
30
0
E-2
02
40
0
E-2
02
50
0
E-2
02
60
0
E-2
02
70
0
E-2
02
80
0
E-2
02
90
0
E-2
03
00
0
E-2
02
30
0
E-2
02
40
0
E-2
02
50
0
E-2
02
60
0
E-2
02
70
0
26+28026+300
26+320
26+340
2626+500
26+520
26+540
26+560
26+580
26+600
26+
620
26+
640
26
+6
60
26
+6
80
26
+7
00
26
+7
20
26
+7
40
26
+7
60
26
+7
80
26+
800
26+
820
26+
840
26+860
26+
880
26+
900
26+
920
26+
940
26+
960
26+
980
27+
000
27+
020
27+
040
27+
060
27+
080
27+
100
27
+1
20
27
+1
40
27
+1
60
: 2
6+
26
7.9
0
26
+3
07
.69
6+
31
8.4
8
PT: 2
6+ 5
PC
: 2
6+
60
7.4
0
Mid
: 2
6+
616.3
7
PT: 2
6+
625.3
4
PC: 2
6+
635.0
7
Mid: 26+
652.93
PT: 26+670.80
PC: 26+784.73
Mid: 26+
796.27
PT: 2
6+
807.8
0
PC
: 26+
844.3
3
Mid
: 2
6+
86
1.1
4
PT:
26+
877.9
6
PC:
26+
966.9
4
Mid
: 26+
980.8
1
PT: 26+
994.67
PC: 27+
109.44
Mid: 27+124.56
PT: 27+139.67
P.I. 371
P.I.
374
P.I
. 375
P.I
. 376
P.I. 377
P.I. 3
78
P.I
. 37
9
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
26+440
27+160
37
3621
3622
3624
3626
3628
3630
3632
3634
3636
3638
3640
3642
3644
3646
3648
3650
3652
3654
3656
3658
3660
3662
3663
3664
3666
3668
3670
3672
3674
3676
3678
3680
3682
36843684
3686
3688
3690
3692
3694
3696
3698
3700
3702
3705
3706
3708
3710
3712
3714
3716
3718
3720
3722
3724
36843684
3686
3688
3690
3692
3694
3696
3698
3700
3702
3705
3706
3708
3710
3712
3714
3716
3718
3720
3722
3724
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
10.6
35%
S=
7.573%
S=
11.9
89%
PVI STA: 27+ 224.41
PVI ELEV: 3644.35
LVC: 40.00
BV
CS
: 2
7+
20
4.4
1
BV
CE
: 3
64
2.7
6
EV
CS
: 2
7+
24
4.4
1
EV
CE
: 3
64
6.4
8
PVI STA: 27+ 560.78
PVI ELEV: 3675.51
LVC: 40.00
BV
CS
: 2
7+
54
0.7
8
BV
CE
: 3
67
4.0
0
EV
CS
: 2
7+
58
0.7
8
EV
CE
: 3
67
7.9
1
PVI STA: 27+ 410.17
PVI ELEV: 3664.10
LVC: 40.00BV
CS
: 2
7+
39
0.1
BV
CE
: 3
66
1.9
EV
CS
: 2
7+
43
0.1
7
EV
CE
: 3
66
5.6
2
PVI STA: 27+ 894.05
PVI ELEV: 3715.47
LVC: 80.00
BV
CS
: 2
7+
85
4.0
5
BV
CE
: 3
71
0.6
7
36
43
.4
3
36
45
.9
5
36
46
.9
5
36
49
.3
2
36
51
.2
5
36
54
.2
8
36
53
.9
0
36
57
.8
7
36
56
.9
0
36
62
.0
1
36
62
.5
5
36
58
.0
9
36
61
.6
8
36
66
.3
6
36
77
.6
5
36
78
.2
2
36
77
.6
3
36
80
.6
7
36
83
.3
8
36
82
.8
3
36
80
.9
4
36
86
.5
6
36
85
.7
0
36
91
.4
3
36
98
.8
6
36
95
.6
5
36
98
.6
3
37
01
.6
8
37
05
.5
5
37
03
.8
6
37
06
.1
0
37
09
.8
8
37
14
.0
6
37
14
.7
1
37
18
.0
3
37
17
.9
6
37
19
.1
0
36
40
.8
2
36
42
.4
1
36
44
.0
8
36
46
.0
1
36
48
.1
3
36
50
.2
6
36
52
.3
9
36
54
.5
1
36
56
.6
4
36
58
.7
7
36
60
.9
0
36
62
.9
9
36
64
.8
1
36
66
.3
6
36
67
.8
8
36
69
.3
9
36
70
.9
1
36
72
.4
2
36
73
.9
4
36
75
.6
6
36
77
.8
2
36
80
.2
1
36
82
.6
1
36
85
.0
1
36
87
.4
1
36
89
.8
0
36
92
.2
0
36
94
.6
0
36
97
.0
0
36
99
.4
0
37
01
.7
9
37
04
.1
9
37
06
.5
9
37
08
.9
9
37
11
.3
8
37
13
.6
6
37
15
.8
1
Lr= 71.63m
Lc= 37.31m
R= 50.00mLr= 31.89m
Lc= 23.02m
R= 25.00mLr= 32.23m
Lc= 21.93m
R= 60.00mLr= 37.72m
Lc= 21.24m
R= 50.00mLr= 15.29m
Lc= 37.14m
R= 12.00mLr= 26.01m
Lc= 21.47m
R= 50.00mLr= 50.10m
Lc= 24.80m
R= 120.00mLr= 34.77m
Lc= 69.08m
R= 27.00mLr= 82.75m
Lc= 22.14m
R= 50.00mLr= 80.45m
Lc= 19.78m
R= 60.00mLr= 2
S= 7.95%
181.24m
S= 10.64%
145.76m40.00m
S= 7.57%
110.61m40.00m 40.00m 80.00m
S= 11.99%
273.27m
27+ 180 27+ 200 27+ 220 27+ 240 27+ 260 27+ 280 27+ 300 27+ 320 27+ 340 27+ 360 27+ 380 27+ 400 27+ 420 27+ 440 27+ 460 27+ 480 27+ 500 27+ 520 27+ 540 27+ 560 27+ 580 27+ 600 27+ 620 27+ 640 27+ 660 27+ 680 27+ 700 27+ 720 27+ 740 27+ 760 27+ 780 27+ 800 27+ 820 27+ 840 27+ 860 27+ 880 27+ 90
N-7
796400
200
N-7
796300
N-7
796400
N-7
796300
N-7
796400
N-7
796500
N-7
796400
N-7
796500
N-7
796600
N-7
796500
N-7
796600
N-7
796700
N-7
796500
N-7
796600
N-7
796700
N-7
796800
N-7
796600
N-7
796700
N-7
796800
N-7
796700
000
E-2
02000
E-2
02100
E-2
01900
E-2
02000
E-2
02200
E-2
02100
E-2
02200
E-2
02100
E-2
02300
0
E-2
02200
E-2
02300
E-2
02400
E-2
02500
E-2
02300
E-2
02400
E-2
02500
E-2
02600
E-2
02400
E-2
02500
26+960 26+980
27+000
27+020
27+040
27+060
27+080
27+100
27+120
27+140
27+160
27+180
27+200
27+220
27+24027+260
27+280
27+
300
27+
320
27+
340
27
+3
60
27
+3
80
27
+4
00
27
+4
20
27+
440
27+
460
27
+4
80
27
+5
00
27
+5
20
27
+5
40
27
+5
60
27
+5
80
27+
600
27+
620
27
+6
40
27+
660
27+680
27+700
27+720
27+740
27+760
27+780
27+800 27+820 27+840 27+860 27+880
27+900
27+920
27+
940
27+
960
27+980
28+
000
PC
: 2
6+
96
6.9
4
Mid
: 2
6+
98
0.8
1
PT
: 2
6+
99
4.6
7
PC
: 2
7+
10
9.4
4
Mid
: 2
7+
124.5
6
PT: 2
7+
139.6
7
PC
: 2
7+
211.3
0
Mid
: 2
7+
22
9.9
5
PT
: 2
7+
24
8.6
1
PC
: 2
7+
28
0.5
0
Mid
: 2
7+
29
2.0
1
PT:
27+
303.5
2
PC:
27+
335.7
4
Mid
: 27+
346.71
PT: 27+357.67
PC: 27+395.39
Mid: 27+406.01
PT: 27+416.63
PC: 27+431.92
Mid
: 2
PT: 27+469.06
PC: 27+495.07
Mid: 27+505.80
PT: 27+516.54
PC: 27+566.64
Mid
: 27+579.0
4
PT: 27+
591.43
PC: 27+
626.21
Mid
: 27+
660.7
5
PT
: 2
7+
69
5.2
9
PC
: 2
7+
77
8.0
3
Mid
: 2
7+
78
9.1
0
PT
: 2
7+
80
0.1
7
PC
: 2
7+
88
0.6
2
Mid
: 2
7+
89
0.5
1
PT
: 2
7+
90
0.4
0
PC
: 2
7+
92
3.1
3
Mid
: 27+
933.2
4
PT: 27+943.35
PC: 27+954.91
Mid
: 27+
965.5
0
PT
: 2
7+
97
6.0
9P
C: 2
7+
98
3.5
5
Mid
: 27+
993.4
6
PT: 28+003.37
PP - (3
7)26
+430
.
P.I. 378
P.I. 379
P.I. 380P.I. 381
P.I. 3
82
P.I
. 3
83
P.I. 384
P.I
. 3
85
P.I. 3
86
P.I
. 387
P.I. 388 P.I. 389
P.I
. 390
P.I
. 391
P.I
. 392
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
27+180
27+900
38
3719
3720
3722
3724
3726
3728
3730
3732
3734
3736
3738
3719
3720
3722
3724
3726
3728
3730
3732
3734
3736
3738
37403740
3742
3744
3746
3748
3750
3752
3754
3756
3758
3760
3761
3762
3764
3766
3768
3770
3772
3774
3776
3778
3780
37403740
3742
3744
3746
3748
3750
3752
3754
3756
3758
3760
3761
3762
3764
3766
3768
3770
3772
3774
3776
3778
3780
37403740
3742
3744
3746
3748
3750
3752
3754
3756
3758
3760
3761
3762
3764
3766
3768
3770
3772
3774
3776
3778
3780
37823782
3784
3786
3788
3790
3792
3794
3796
3798
3800
3761
3762
3764
3766
3768
3770
3772
3774
3776
3778
3780
37823782
3784
3786
3788
3790
3792
3794
3796
3798
3800
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
9.1
89%
S=
11.9
34%
S=
10.5
04%
S=
7.8
48%
PVI STA: 28+ 105.10
PVI ELEV: 3734.86
LVC: 40.00
BV
CS
: 2
8+
08
5.1
0
BV
CE
: 3
73
3.0
2
PVI STA: 28+ 629.62
PVI ELEV: 3790.27
LVC: 40.00
BV
CS
: 2
8+
60
9.6
2
BV
CE
: 3
78
8.7
0
PVI STA: 27+ 894.05
PVI ELEV: 3715.47
LVC: 80.00
EV
CS
: 2
7+
93
4.0
5
EV
CE
: 3
71
9.1
4
PVI STA: 28+ 287.06
PVI ELEV: 3756.58
LVC: 60.00
BV
CS
: 2
8+
25
7.0
6
BV
CE
: 3
75
3.0
0
PVI STA: 28+ 543.36
PVI ELEV: 3783.50
LVC: 40.00BV
CS
: 2
8+
52
3.3
BV
CE
: 3
78
1.
EV
CS
: 2
8+
56
3.3
6
EV
CE
: 3
78
5.0
7
37
20
.4
9
37
20
.9
8
37
23
.8
9
37
26
.8
7
37
27
.4
0
37
29
.9
1
37
31
.2
4
37
34
.5
1
37
34
.9
0
37
37
.3
0
37
41
.7
1
37
43
.0
7
37
44
.3
4
37
47
.7
2
37
49
.4
6
37
52
.6
3
37
49
.4
2
37
59
.1
3
37
59
.3
7
37
61
.7
4
37
62
.7
0
37
66
.9
2
37
66
.1
4
37
70
.5
3
37
71
.0
1
37
70
.1
0
37
74
.5
2
37
76
.0
8
37
78
.6
6
37
81
.4
6
37
80
.3
0
37
85
.1
0
37
84
.8
1
37
91
.2
0
37
88
.0
2
37
91
.8
3
37
95
.5
1
37
17
.8
2
37
19
.6
9
37
21
.5
3
37
23
.3
6
37
25
.2
0
37
27
.0
4
37
28
.8
8
37
30
.7
2
37
32
.5
5
37
34
.4
7
37
36
.6
5
37
39
.0
3
37
41
.4
1
37
43
.8
0
37
46
.1
9
37
48
.5
7
37
50
.9
6
37
53
.3
5
37
55
.6
7
37
57
.9
0
37
60
.0
4
37
62
.1
4
37
64
.2
4
37
66
.3
4
37
68
.4
4
37
70
.5
4
37
72
.6
4
37
74
.7
4
37
76
.8
4
37
78
.9
4
37
81
.0
4
37
83
.0
5
37
84
.8
0
37
86
.3
7
37
87
.9
4
37
89
.5
6
37
91
.4
7
Lr= 22.73m
Lc= 20.23m
R= 25.00mLr= 11.56m
Lc= 21.18m
R= 25.00mLr= 7.46m
Lc= 19.82m
R= 25.00mLr= 27.59m
Lc= 42.52m
R= 40.00mLr= 85.68m
Lc= 26.87m
R= 160.00mLr= 17.61m
Lc= 26.08m
R= 40.00mLr= 9.56m
Lc= 21.72m
R= 60.00mLr= 15.77m
Lc= 20.06m
R= 80.00mLr= 24.32m
Lc= 27.61m
R= 30.00mLr= 61.63m
Lc= 22.33m
R= 25.00mLr= 48.27m
Lc= 21.63m
R= 40.00mLr= 8.97m
Lc= 25.20m
R= 25.00mLr= 17.40m
Lc= 31.17m
R= 20.00mLr= 4.71m
Lc= 22.56m
R= 15.00mLr= 32.98m
S= 9.19%
151.04m80.00m
S= 11.93%
131.96m40.00m
S= 10.50%
206.30m60.00m
S= 7.85%
46.26m40.00m 40.00m
27+ 920 27+ 940 27+ 960 27+ 980 28+ 000 28+ 020 28+ 040 28+ 060 28+ 080 28+ 100 28+ 120 28+ 140 28+ 160 28+ 180 28+ 200 28+ 220 28+ 240 28+ 260 28+ 280 28+ 300 28+ 320 28+ 340 28+ 360 28+ 380 28+ 400 28+ 420 28+ 440 28+ 460 28+ 480 28+ 500 28+ 520 28+ 540 28+ 560 28+ 580 28+ 600 28+ 620 28+
N-7796300
N-7796400
N-7796300
N-7796400
N-7796300
N-7796400
N-7796300
N-7796400
N-7796300
N-7796400
N-7796300
N-7796400
N-7796300
N-7796400
N-7796500
N-7796300
N-7796400
N-7796500
E-2
01
40
0
E-2
01
50
0
E-2
01
60
0
E-2
01
70
0
E-2
01
80
0
E-2
01
90
0
E-2
02
00
0
E-2
02
10
0
E-2
01
40
0
E-2
01
50
0
E-2
01
60
0
E-2
01
70
0
E-2
01
80
0
E-2
01
90
0
E-2
02
00
0
E-2
02
10
0
E-2
01
80
0
E-2
01
90
0
E-2
02
00
0
E-2
02
10
0
27+800
27+820
27+840
27+860
27+880
27+900
27+92027+940
27+96027+980 28+000
28+020
28+040 28+060
28+080
28+100
28+120
28+140
28+160
28+180
28+200
28+
220
28
+2
40
28+
260
28+
280
28+
300
28+
320
28+340
28+360 28+380 28+400
28+420
28+
440
28+
460
28+
480
28+500
28+
520
28
+5
40
28
+5
60
28+58028+600
28
+6
20
28
+6
40
28+
660
28+680
28+700
28+
720
28
+7
40M
id:
27
PT: 2
7+
800.1
7
PC
: 2
7+
880.6
2
Mid
: 2
7+
89
0.5
1
PT
: 2
7+
90
0.4
0
PC
: 2
7+
92
3.1
3
Mid
: 2
7+
93
3.2
4
PT: 2
7+
943.3
5
PC
: 2
7+
954.9
1
Mid
: 2
7+
96
5.5
0 PT
: 2
7+
97
6.0
9
PC
: 2
7+
98
3.5
5
Mid
: 2
7+
99
3.4
6
PT
: 2
8+
003.3
7
PC
: 2
8+
03
0.9
5
Mid
: 2
8+
05
2.2
1
PT: 2
8+
073.4
7
PC
: 2
8+
159.1
5
Mid
: 2
8+
172.5
9
PT
: 2
8+
18
6.0
3
PC
: 2
8+
20
3.6
3
Mid
: 28+
216.6
7
PT: 28+
229.71
PC: 28+
239.27 M
id:
28+
250.1
3
PT:
28+
260.9
9
PC:
28+
276.7
5
Mid
: 28+
286.7
8
PT: 28+
296.81
PC:
28+321.1
3 Mid
: 2
8+
334.9
4
PT
: 2
8+
34
8.7
5
PC
: 2
8+
41
0.3
7
Mid
: 2
8+
42
1.5
4
PT: 2
8+
432.7
0
PC: 2
8+
480.9
7
Mid
: 2
8+
491.7
8
PT
: 2
8+
50
2.6
0
PC
: 2
8+
51
1.5
7
Mid
: 28+
524.1
7
PT: 28+536.77
PC: 28+554.17
Mid
: 2
8+
569.7
5
PT
: 2
8+
58
5.3
3P
C: 2
8+
59
0.0
5
Mid
: 2
8+
601.3
2
PT: 28+612.60
PC: 28+645.58M
id: 2
8+
662.8
3
PT
: 2
8+
68
0.0
7
PC
: 2
8+
71
1.8
9
Mid
: 28+
722.3
1
PT: 28+732.74
PC: 28+748.85
Mid
: 28+
PT
: 2
8
P.I. 3
P.I. 389
P.I. 390
P.I. 391P.I. 392
P.I. 393
P.I. 394
P.I. 3
95
P.I. 3
96
P.I. 3
97
P.I. 398P.I.
399
P.I.
400
P.I
. 401
P.I. 4
02
P.I. 4
03
P.I
. 404
P.I
. 405
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
27+920
28+640
39
37963796
3798
3800
3802
3804
3806
3808
3810
3812
3814
3816
37963796
3798
3800
3802
3804
3806
3808
3810
3812
3814
3816
3817
3818
3820
3822
3824
3826
3828
3830
3832
3834
3836
37963796
3798
3800
3802
3804
3806
3808
3810
3812
3814
3816
3817
3818
3820
3822
3824
3826
3828
3830
3832
3834
3836
38383838
3840
3842
3844
3846
3848
3850
3852
3854
3856
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
7.6
52%
S=6.1
49%
S=
11.1
94%
S= 4.713%
S=
7.9
45%
PVI STA: 29+ 096.27
PVI ELEV: 3827.41
LVC: 60.00
BV
CS
: 2
9+
06
6.2
7
BV
CE
: 3
82
5.5
6
EV
CS
: 2
9+
12
6.2
7
EV
CE
: 3
83
0.7
6
PVI STA: 29+ 270.32
PVI ELEV: 3840.95
LVC: 40.00
BV
CS
: 2
9+
25
0.3
2
BV
CE
: 3
84
0.0
1
EV
CS
: 2
9+
29
0.3
2
EV
CE
: 3
84
2.5
4
PVI STA: 28+ 729.34
PVI ELEV: 3801.41
LVC: 40.00
BV
CS
: 2
8+
70
9.3
4
BV
CE
: 3
79
9.1
7
EV
CS
: 2
8+
74
9.3
4
EV
CE
: 3
80
2.9
4
PVI STA: 28+ 957.85
PVI ELEV: 3818.89
LVC: 60.00
EV
CS
: 2
8+
98
7.8
5
EV
CE
: 3
82
0.7
4
PVI STA: 29+ 178.72
PVI ELEV: 3836.63
LVC: 60.00
BV
CS
: 2
9+
14
8.7
2
BV
CE
: 3
83
3.2
8
EV
CS
: 2
9+
20
8.7
2
EV
CE
: 3
83
8.0
5
37
96
.0
9
37
98
.5
9
38
02
.5
3
37
98
.6
2
38
04
.0
6
38
05
.1
7
38
08
.1
1
38
09
.2
5
38
08
.9
2
38
12
.9
0
38
12
.9
7
38
16
.1
6
38
17
.8
0
38
17
.3
6
38
21
.1
6
38
22
.4
6
38
25
.3
7
38
20
.9
1
38
23
.5
0
38
24
.8
5
38
27
.4
6
38
28
.9
8
38
30
.4
3
38
33
.0
2
38
34
.2
7
38
36
.6
4
38
40
.5
2
38
39
.2
1
38
38
.7
3
38
41
.3
2
38
42
.4
8
38
41
.9
4
38
43
.5
5
38
48
.2
7
38
50
.6
0
38
50
.6
0
38
50
.0
1
37
93
.6
6
37
95
.9
0
37
98
.1
3
38
00
.3
1
38
02
.1
8
38
03
.7
5
38
05
.2
8
38
06
.8
1
38
08
.3
4
38
09
.8
8
38
11
.4
1
38
12
.9
4
38
14
.4
7
38
16
.0
0
38
17
.5
1
38
18
.9
3
38
20
.2
5
38
21
.4
9
38
22
.7
2
38
23
.9
5
38
25
.1
8
38
26
.4
8
38
28
.1
1
38
30
.0
8
38
32
.3
0
38
34
.4
7
38
36
.2
5
38
37
.6
0
38
38
.5
8
38
39
.5
2
38
40
.5
0
38
41
.7
6
38
43
.3
1
38
44
.9
0
38
46
.4
9
38
48
.0
8
38
49
.6
7
Lr= 32.98m
Lc= 34.49m
R= 40.00mLr= 31.82m
Lc= 20.85m
R= 25.00mLr= 16.11m
Lc= 22.96m
R= 25.00mLr= 27.18m
Lc= 27.85m
R= 25.00mLr= 24.09m
Lc= 25.09m
R= 40.00mLr= 36.68m
Lc= 19.33m
R= 80.00mLr= 21.24m
Lc= 36.06m
R= 25.00mLr= 12.90m
Lc= 30.51m
R= 15.00mLr= 36.66m
Lc= 30.74m
R= 120.00mLr= 9.28m
Lc= 46.51m
R= 30.00mLr= 46.95m
Lc= 28.69m
R= 25.00mLr= 11.49m
Lc= 22.11m
R= 25.00mLr= 6.54m
Lc= 24.73m
R= 25.00mLr= 12.32m
Lc= 28.45m
R= 25.00mLr= 110.81m
S= 11.17%
59.72m40.00m
S= 7.65%
178.51m40.00m
S= 6.15%
78.42m60.00m
S= 11.19%
22.45m60.00m
S= 4.71%
41.59m60.00m
S= 7.95%
124.80m40.00m
28+ 660 28+ 680 28+ 700 28+ 720 28+ 740 28+ 760 28+ 780 28+ 800 28+ 820 28+ 840 28+ 860 28+ 880 28+ 900 28+ 920 28+ 940 28+ 960 28+ 980 29+ 000 29+ 020 29+ 040 29+ 060 29+ 080 29+ 100 29+ 120 29+ 140 29+ 160 29+ 180 29+ 200 29+ 220 29+ 240 29+ 260 29+ 280 29+ 300 29+ 320 29+ 340 29+ 360 29+
N-7
796800
N-7
796900
N-7
796700
N-7
796800
N-7
796900
N-7
796600
N-7
796700
N-7
796800
N-7
796500
N-7
796600
N-7
796700
-7796300
N-7
796400
N-7
796500
N-7
796600
N-7
796400
N-7
796500
E-2
01400
E-2
01400
E-2
01500
E-2
01300
E-2
01400
E-2
01500
E-2
01200
E-2
01300
E-2
01400
E-2
01100
E-2
01200
E-2
01300
E-2
01000
E-2
01100
E-2
01200
E-2
01000
E-2
01100
28+560
28+
580
28+60028+620
28+640
28+660
28+680
28+700
28+720
28+740
28+760
28+780
28+800
28+820
28+840
28+86028+880
28+90028+920
28+94028+960
28+
980
29
+0
00
29+020
29+
040
29+
060
29+
080
29+
100
29+
120
29+140
29+160
29+180
29+200
29+220
29+240
29+260
29+280
29+
300
29+320
29+340
29+360
29+380
29+400
29+420
29+440
0
PC
: 2
8+
55
4.1
7M
id: 2
8+
56
9.7
5
PT: 28+ 585.33
PC: 28+ 590.05
Mid
: 2
8+
60
1.3
2
PT
: 2
8+
61
2.6
0
PC
: 2
8+
64
5.5
8
Mid
: 2
8+
66
2.8
3
PT
: 2
8+
680.0
7
PC
: 2
8+
71
1.8
9
Mid
: 2
8+
72
2.3
1
PT
: 2
8+
73
2.7
4
PC
: 2
8+
74
8.8
5
Mid
: 2
8+
76
0.3
3
PT: 2
8+
771.8
1
PC
: 2
8+
799.0
0
Mid
: 2
8+
81
2.9
2
PT: 2
8+
826.8
5
PC
: 2
8+
850.9
4
Mid
: 2
8+
86
3.4
8
PT
: 2
8+
87
6.0
3
PC
: 2
8+
91
2.7
1
Mid
: 2
8+
92
2.3
7
PT
: 2
8+
93
2.0
4
PC
: 2
8+
95
3.2
8M
id: 2
8+
971.3
0
PT: 28+989.33
PC: 29+002.23
Mid
: 2
9+
01
7.4
9
PT: 2
9+
032.7
4
PC: 2
9+
069.4
0
Mid
: 29+
084.7
7
PT: 29+100.15
PC: 29+109.43
Mid
: 2
9+
13
2.6
8
PT: 2
9+
155.9
3
PC
: 2
9+
202.8
9
Mid
: 2
9+
21
7.2
3
PT: 2
9+
231.5
7
PC
: 2
9+
243.0
6
Mid
: 2
9+
25
4.1
2P
T: 2
9+
26
5.1
8P
C: 2
9+
27
1.7
2
Mid
: 2
9+
28
4.0
9
PT: 2
9+
296.4
6
PC: 2
9+
308.7
7
Mid
: 2
9+
32
2.9
9PT
: 2
9+
33
7.2
2
PC
: 2
9+
44
8.0
3
P.I. 402
P.I. 403
P.I. 404
P.I. 405
P.I. 406
P.I. 407
P.I. 408 P.I. 409
P.I. 410
P.I. 411
P.I . 4
12
P.I. 413
P.I. 414
P.I. 415 P.I. 416
P.I. 417
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
28+660
29+380
40
3849
3850
3852
3854
3856
3858
3860
3862
3864
3866
3868
3849
3850
3852
3854
3856
3858
3860
3862
3864
3866
3868
3870
3872
3874
3876
3878
3880
3882
3884
3886
3888
3890
3849
3850
3852
3854
3856
3858
3860
3862
3864
3866
3868
3870
3872
3874
3876
3878
3880
3882
3884
3886
3888
3890
3891
3892
3894
3896
3898
3900
3902
3904
3906
3908
3910
3870
3872
3874
3876
3878
3880
3882
3884
3886
3888
3890
3891
3892
3894
3896
3898
3900
3902
3904
3906
3908
3910
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= 2.978%
S= 1.050%
S=
7.163%
PVI STA: 29+ 667.35
PVI ELEV: 3859.66
LVC: 40.00
BV
CS
: 2
9+
64
7.3
5
BV
CE
: 3
85
9.4
5
EV
CS
: 2
9+
68
7.3
5
EV
CE
: 3
86
1.3
7
PVI STA: 29+ 445.12
PVI ELEV: 3854.84
LVC: 60.00
BV
CS
: 2
9+
41
5.1
2
BV
CE
: 3
85
2.4
6
EV
CS
: 2
9+
47
5.1
2
EV
CE
: 3
85
5.7
3
PVI STA: 29+ 574.35
PVI ELEV: 3858.69
LVC: 60.00
BV
CS
: 2
9+
54
4.3
5
BV
CE
: 3
85
7.7
9
EV
CS
: 2
9+
60
4.3
5
EV
CE
: 3
85
9.0
0
PVI STA: 29+ 904.80
PVI ELEV: 3879.93
LVC: 80.00
BV
CS
: 2
9+
86
4.8
0
BV
CE
: 3
87
6.5
2
EV
CS
: 2
9+
94
4.8
0
EV
CE
: 3
88
2.7
9
PVI STA: 30+ 110.82
PVI ELEV: 3894.69
LVC: 60.00
BV
CS
: 3
0+
08
0.8
2
BV
CE
: 3
89
2.5
4
38
55
.0
5
38
54
.5
3
38
55
.1
8
38
52
.6
2
38
57
.3
6
38
57
.0
1
38
59
.3
2
38
61
.0
8
38
60
.5
2
38
60
.1
0
38
60
.3
1
38
59
.8
3
38
62
.5
3
38
62
.0
9
38
62
.3
6
38
64
.3
6
38
65
.9
5
38
67
.2
1
38
69
.4
8
38
71
.6
6
38
70
.4
2
38
74
.2
0
38
76
.0
2
38
77
.6
8
38
78
.1
0
38
81
.1
0
38
82
.8
4
38
83
.4
0
38
86
.5
0
38
87
.2
4
38
86
.4
9
38
90
.2
7
38
92
.0
9
38
93
.8
2
38
94
.3
7
38
95
.4
5
38
51
.2
5
38
52
.8
3
38
54
.1
8
38
55
.1
9
38
55
.8
8
38
56
.4
7
38
57
.0
7
38
57
.6
6
38
58
.2
2
38
58
.6
5
38
58
.9
5
38
59
.1
7
38
59
.3
8
38
59
.7
4
38
60
.7
9
38
62
.4
5
38
64
.1
6
38
65
.8
6
38
67
.5
7
38
69
.2
8
38
70
.9
9
38
72
.6
9
38
74
.4
0
38
76
.1
1
38
77
.7
9
38
79
.4
1
38
80
.9
7
38
82
.4
5
38
83
.8
8
38
85
.3
2
38
86
.7
5
38
88
.1
8
38
89
.6
1
38
91
.0
5
38
92
.4
8
38
93
.6
1
Lr= 110.81m
Lc= 30.29m
R= 15.00mLr= 47.80m
Lc= 25.10m
R= 25.00mLr= 51.95m
Lc= 42.23m
R= 30.00mLr= 18.49m
Lc= 37.78m
R= 20.00mLr= 30.14m
Lc= 44.76m
R= 25.00mLr= 8.23m
Lc= 25.21m
R= 40.00mLr= 65.97m
Lc= 27.24m
R= 80.00mLr= 69.70m
Lc= 23.53m
R= 15.00mLr= 15.22m
Lc= 23.87m
R= 30.00mLr= 25.70m
Lc= 22.41m
R= 180.00mLr= 15.85m
Lc= 65.19m
R= 50.00m
S= 7.95%
124.80m
S= 2.98%
69.24m60.00m
S= 1.05%
43.00m60.00m 40.00m
S= 7.16%
136.02m80.00m 60.00m
S= 8.53%
177.45m
29+ 400 29+ 420 29+ 440 29+ 460 29+ 480 29+ 500 29+ 520 29+ 540 29+ 560 29+ 580 29+ 600 29+ 620 29+ 640 29+ 660 29+ 680 29+ 700 29+ 720 29+ 740 29+ 760 29+ 780 29+ 800 29+ 820 29+ 840 29+ 860 29+ 880 29+ 900 29+ 920 29+ 940 29+ 960 29+ 980 30+ 000 30+ 020 30+ 040 30+ 060 30+ 080 30+ 100 3
N-7
79
73
00
N-7
79
74
00
N-7
79
71
00
N-7
79
72
00
N-7
79
73
00
N-7
79
74
00
N-7
79
75
00
N-7
79
70
00
N-7
79
71
00
N-7
79
72
00
N-7
79
73
00
N-7
79
68
00
N-7
79
69
00
N-7
79
70
00
N-7
79
71
00
N-7
79
72
00
N-7
79
69
00
N-7
79
70
00
E-201000
E-201000
E-201100
E-200900
E-201000
E-201100
E-200800
E-200900
E-201000
E-200800
E-200900
E-201000
E-200700
E-200800
E-200900
E-200700
E-200800
E-200800
29+280
29+300
29+320
29+340
29+360
29+380
29+400
29+420
29+440
29+460
29
+4
80
29
+5
00
29
+5
20
29+
540
29+ 560
29+ 580
29+ 600
29+620
29+
640
29+
660
29+680
29+
700
29+
720
29+740
29+760
29+
780
29+800
29+820
29+840
29+860
29+880
29+900
29+920
29+940
29+960
29+980
30+
000
30+
020
30+040
30+060
30+ 080
30+ 100
30+120
30+140
30+
160
30+
180
30+
200
30+
220
30+
240
30+260
29
+2
71.7
2
Mid
: 2
9+
28
4.0
9
PT
: 2
9+
296.4
6
PC
: 2
9+
30
8.7
7
Mid
: 2
9+
32
2.9
9
PT: 2
9+
337.2
2
PC
: 2
9+
448.0
3
Mid
: 2
9+
46
3.1
7
PT: 29+478.32
PC: 29+526.12
Mid
: 29+
538.6
6
PT
: 2
9+
55
1.2
1
PC
: 2
9+
60
3.1
7
Mid
: 2
9+
62
4.2
8
PT: 29+645.39
PC: 29+663.88
Mid
: 2
9+
68
2.7
7
PT: 2
9+
701.6
6
PC: 2
9+
731.8
0
Mid
: 2
9+
75
4.1
8
PT: 2
9+
776.56
PC: 2
9+
784.78
Mid
: 2
9+
797.3
9
PT
: 2
9+
80
9.9
9
PC
: 2
9+
87
5.9
6M
id: 2
9+
889.5
8PT: 2
9+
903.2
0
PC
: 2
9+
972.9
0
Mid
: 2
9+
98
4.6
6
PT: 29+996.42 PC
: 30+011.65
Mid
: 3
0+
023.5
9
PT
: 3
0+
03
5.5
2
PC
: 3
0+
06
1.2
3
Mid
: 3
0+
07
2.4
3
PT
: 3
0+
08
3.6
4
PC
: 3
0+
09
9.4
8
Mid
: 3
0+
13
2.0
8
PT: 30+164.67
PC: 30+241.24
4
P.I. 416
P.I. 417
P.I . 418
P.I . 4
19
P.I. 420
P.I. 421
P.I. 422
P.I. 423
P.I. 424
P.I. 425
P.I . 426
P.I . 427 P.I. 428
I. 42
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
29+400
30+100
41
3886
3888
3890
3892
3894
3896
3898
3900
3902
3904
3906
3886
3888
3890
3892
3894
3896
3898
3900
3902
3904
3906
3907
3908
3910
3912
3914
3916
3918
3920
3922
3924
3926
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= -2.650%
S= 1.626%
S= - 0.097%
S=
8.1
35%
S=
11.9
53%
S=
8.8
13%
PVI STA: 30+ 262.69
PVI ELEV: 3890.66
LVC: 40.00
BV
CS
: 3
0+
24
2.6
9
BV
CE
: 3
89
1.1
9
EV
CS
: 3
0+
28
2.6
9
EV
CE
: 3
89
2.4
2
PVI STA: 30+ 594.05
PVI ELEV: 3899.93
LVC: 40.00
BV
CS
: 3
0+
57
4.0
5
BV
CE
: 3
89
9.9
5
EV
CS
: 3
0+
61
4.0
5
EV
CE
: 3
90
1.5
5
PVI STA: 30+ 725.58
PVI ELEV: 3910.63
LVC: 40.00
BV
CS
: 3
0+
70
5.5
8
BV
CE
: 3
90
9.0
0
EV
CS
: 3
0+
74
5.5
8
EV
CE
: 3
91
3.0
2
PVI STA: 30+ 110.82
PVI ELEV: 3894.69
LVC: 60.00
EV
CS
: 3
0+
14
0.8
2
EV
CE
: 3
89
3.8
9
PVI STA: 30+ 337.80
PVI ELEV: 3897.28
LVC: 40.00
BV
CS
: 3
0+
31
7.8
0
BV
CE
: 3
89
5.5
2
EV
CS
: 3
0+
35
7.8
0
EV
CE
: 3
89
7.6
1
PVI STA: 30+ 505.76
PVI ELEV: 3900.01
LVC: 40.00
BV
CS
: 3
0+
48
5.7
6
BV
CE
: 3
89
9.6
9
EV
CS
: 3
0+
52
5.7
6
EV
CE
: 3
89
9.9
9
PVI STA: 3
PVI ELEV
LVC:BV
CS
: 3
0+
85
2.0
BV
CE
: 3
92
5.7
38
95
.4
3
38
96
.9
3
38
92
.4
2
38
95
.9
8
38
95
.2
9
38
93
.1
1
38
87
.6
9
38
94
.2
9
38
95
.7
2
38
99
.9
1
39
00
.9
3
39
00
.1
0
39
00
.8
2
38
99
.8
2
39
02
.2
4
39
01
.7
2
39
02
.4
9
39
03
.4
7
38
99
.6
9
39
00
.8
7
39
03
.0
0
39
02
.3
4
38
98
.2
0
39
03
.0
6
39
05
.0
7
39
06
.1
5
39
05
.2
5
39
08
.8
8
39
10
.8
9
39
13
.1
2
39
14
.2
5
39
18
.4
9
39
17
.2
0
39
19
.1
7
39
22
.9
4
39
25
.1
0
38
93
.9
1
38
93
.3
8
38
92
.8
5
38
92
.3
2
38
91
.7
9
38
91
.2
6
38
91
.1
6
38
92
.2
0
38
93
.9
5
38
95
.7
1
38
97
.0
3
38
97
.6
4
38
97
.9
7
38
98
.2
9
38
98
.6
2
38
98
.9
4
38
99
.2
7
38
99
.5
9
38
99
.8
8
38
99
.9
9
38
99
.9
8
38
99
.9
6
38
99
.9
8
39
00
.6
1
39
02
.0
4
39
03
.6
7
39
05
.2
9
39
06
.9
2
39
08
.5
5
39
10
.2
7
39
12
.3
7
39
14
.7
4
39
17
.1
3
39
19
.5
2
39
21
.9
1
39
24
.3
0
Lc= 65.19m
R= 50.00mLr= 76.57m
Lc= 42.60m
R= 20.00mLr= 67.71m
Lc= 25.97m
R= 60.00mLr= 25.93m
Lc= 28.94m
R= 30.00mLr= 31.48m
Lc= 70.47m
R= 40.00mLr= 38.76m
Lc= 36.61m
R= 25.00mLr= 30.47m
Lc= 35.32m
R= 25.00mLr= 51.04m
Lc= 76.75m
R= 35.00mLr= 110.00m
101.87m60.00m 40.00mS= 1.63%
127.96m40.00m 48.28m40.00m
S= 8.14%
91.53m40.00m
S= 11.95%
106.46m40.00m 40.
S= 8.81%
35.12m
30+ 140 30+ 160 30+ 180 30+ 200 30+ 220 30+ 240 30+ 260 30+ 280 30+ 300 30+ 320 30+ 340 30+ 360 30+ 380 30+ 400 30+ 420 30+ 440 30+ 460 30+ 480 30+ 500 30+ 520 30+ 540 30+ 560 30+ 580 30+ 600 30+ 620 30+ 640 30+ 660 30+ 680 30+ 700 30+ 720 30+ 740 30+ 760 30+ 780 30+ 800 30+ 820 30+ 840
90
0
N-7
79
77
00
N-7
79
78
00
N-7
79
79
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
72
00
N-7
79
73
00
N-7
79
74
00
N-7
79
75
00
N-7
79
76
00
N-7
79
77
00
N-7
79
73
00
N-7
79
74
00
N-7
79
75
200700
E-200700
E-200800
E-200600
E-200700
E-200800
E-200600
E-200700
E-200600
E-200700
E-200500
E-200600
E-200700
E-200500
E-200600
-200400
E-200500
E-200600
E-200600
29+
920
29+
940
29+
960
29+980
30+
000
30+ 020
30+04030+060
30+ 080 30+ 100
30+120
30+
140
30
+1
60
30
+1
80
30
+2
00
30
+2
20
30
+2
40
30+260
30+
280
30+
300
30+
320
30+
340
30+
360
30
+3
80
30
+4
00
30+
420
30+ 440
30+ 460 30+480
30+500
30+
520
30
+5
40
30
+5
60
30
+5
80
30+600 30+ 620 30+ 640
30+
660
30
+6
80
30
+7
00
30
+7
20
30
+7
40
30+760 30+780
30+800
30+
820
30+
840
30+
860
30+
880
30+
900
30+
920
30
+9
40
30
+9
60
30
+9
80
31
+0
00
31
+0
20
04
0PC: 2
9+
972.9
0
Mid
: 2
9+
98
4.6
6
PT: 2
9+
996.4
2
PC: 3
0+
011.6
5
Mid
: 3
0+
02
3.5
9
PT
: 3
0+
03
5.5
2
PC
: 3
0+
06
1.2
3
Mid
: 3
0+
07
2.4
3
PT
: 3
0+
08
3.6
4
PC
: 3
0+
09
9.4
8
Mid
: 3
0+
132.0
8
PT: 30+ 164.67
PC: 30+ 241.24
Mid
: 3
0+
26
2.5
4
PT: 3
0+
283.84
PC: 3
0+
351.55
Mid: 30+364.54
PT: 30+377.52
PC: 30+403.45
Mid
: 30+
417.9
2
PT
: 3
0+
43
2.3
9
PC
: 3
0+
46
3.8
7
Mid
: 3
0+
499.1
1
PT: 30+ 534.35
PC: 30+ 573.11
Mid
: 30+
591.4
1
PT
: 3
0+
60
9.7
1
PC
: 3
0+
64
0.1
9
Mid
: 30+
657.8
5
PT: 30+675.51
PC: 30+726.55
Mid
: 3
0+
76
4.9
3
PT: 3
0+
803.3
0
PC: 3
0+
913.3
1
Mid: 30+
928.31
PT: 30+ 943.31
P.I. 425
P.I . 426P.I . 427
P.I. 428
P.I. 429
P.I . 4
30
P. I . 4
31
P.I. 432
P.I. 433
P.I . 4
34
P.I . 435
P.I. 4
36
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
30+140
30+840
42
3925
3926
3928
3930
3932
3934
3936
3938
3940
3942
3944
3941
3942
3944
3946
3948
3950
3952
3954
3956
3958
3960
3953
3954
3956
3958
3960
3962
3964
3966
3968
3970
3972
3967
3968
3970
3972
3974
3976
3978
3980
3982
3984
3986
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
6.925%
S= 3.502%
S=
11.9
54%
S= 0.155%
S=
10.5
11%
S=
12.0
08%
S=
7.8
01%
PVI STA: 31+ 168.54
PVI ELEV: 3944.20
LVC: 40.00
BV
CS
: 3
1+
14
8.5
4
BV
CE
: 3
94
3.5
0
EV
CS
: 3
1+
18
8.5
4
EV
CE
: 3
94
6.5
9
PVI STA: 31+ 288.26
PVI ELEV: 3951.03
LVC: 40.00
BV
CS
: 3
1+
26
8.2
6
BV
CE
: 3
95
1.0
0
EV
CS
: 3
1+
30
8.2
6
EV
CE
: 3
95
3.4
4
PVI STA: 31+ 452.29
PVI ELEV: 3967.21
LVC: 60.00
BV
CS
: 3
1+
42
2.2
9
BV
CE
: 3
96
4.8
7
EV
CS
: 3
1+
48
2.2
9
EV
CE
: 3
97
0.3
6
PVI STA: 30+ 872.04
PVI ELEV: 3928.13
LVC: 40.00
EV
CS
: 3
0+
89
2.0
4
EV
CE
: 3
92
9.5
2
PVI STA: 31+ 038.05
PVI ELEV: 3939.63
LVC: 40.00
BV
CS
: 3
1+
01
8.0
5
BV
CE
: 3
93
8.2
4
EV
CS
: 3
1+
05
8.0
5
EV
CE
: 3
94
0.3
3
PVI STA: 31+ 224.90
PVI ELEV: 3950.94
LVC: 40.00
BV
CS
: 3
1+
20
4.9
0
BV
CE
: 3
94
8.5
5
EV
CS
: 3
1+
24
4.9
0
EV
CE
: 3
95
0.9
7
PVI STA: 31+ 368.54
PVI ELEV: 3960.67
LVC: 40.00
BV
CS
: 3
1+
34
8.5
4
BV
CE
: 3
95
8.2
7
EV
CS
: 3
1+
38
8.5
4
EV
CE
: 3
96
2.2
4
PVI STA: 31+ 601
PVI ELEV: 3982
LVC: 60.00
BV
CS
: 3
1+
57
1.7
5
BV
CE
: 3
97
9.7
6
39
27
.3
9
39
28
.9
7
39
30
.7
5
39
31
.6
5
39
33
.4
6
39
35
.5
3
39
36
.8
4
39
37
.3
3
39
38
.8
3
39
40
.3
2
39
41
.3
9
39
39
.3
3
39
40
.6
6
39
41
.7
3
39
43
.9
3
39
44
.9
4
39
47
.7
9
39
50
.3
4
39
51
.8
0
39
54
.2
6
39
52
.9
3
39
51
.3
8
39
54
.2
6
39
57
.6
3
39
60
.7
2
39
61
.0
8
39
63
.2
7
39
63
.0
6
39
65
.3
8
39
65
.8
5
39
71
.1
2
39
72
.6
1
39
74
.2
4
39
79
.3
1
39
79
.0
3
39
80
.2
5
39
82
.6
4
39
26
.6
5
39
28
.5
9
39
30
.0
7
39
31
.4
5
39
32
.8
4
39
34
.2
2
39
35
.6
1
39
36
.9
9
39
38
.3
8
39
39
.5
6
39
40
.4
0
39
41
.1
0
39
41
.8
0
39
42
.5
0
39
43
.2
0
39
44
.0
4
39
45
.6
5
39
47
.9
6
39
50
.0
1
39
50
.9
2
39
50
.9
9
39
51
.2
3
39
52
.5
5
39
54
.8
5
39
57
.2
5
39
59
.5
8
39
61
.5
3
39
63
.1
3
39
64
.6
9
39
66
.3
2
39
68
.1
3
39
70
.1
2
39
72
.2
2
39
74
.3
3
39
76
.4
3
39
78
.5
3
39
80
.6
3
Lr= 110.00m
Lc= 30.01m
R= 60.00mLr= 145.83m
Lc= 32.11m
R= 30.00mLr= 48.51m
Lc= 21.89m
R= 30.00mLr= 51.73m
Lc= 48.58m
R= 20.00mLr= 20.50m
Lc= 42.77m
R= 25.00mLr= 31.10m
Lc= 43.09m
R= 20.00mLr= 17.75m
Lc= 28.27m
R= 50.00mLr= 39.98m
Lc= 30.87m
R= 20.00mLr= 15.53m
Lc= 28.26m
R= 25.00mLr= 4
S= 6.93%
126.01m40.00m
S= 3.50%
90.50m40.00m
S= 11.95%
16.36m40.00m
S= 0.15%
23.35m40.00m 40.00m
S= 10.51%
89.46m60.00m 60.00m
S= 12.01%
40.28m
S= 7.80%
33.75m40.00m
30+ 860 30+ 880 30+ 900 30+ 920 30+ 940 30+ 960 30+ 980 31+ 000 31+ 020 31+ 040 31+ 060 31+ 080 31+ 100 31+ 120 31+ 140 31+ 160 31+ 180 31+ 200 31+ 220 31+ 240 31+ 260 31+ 280 31+ 300 31+ 320 31+ 340 31+ 360 31+ 380 31+ 400 31+ 420 31+ 440 31+ 460 31+ 480 31+ 500 31+ 520 31+ 540 31+ 560 31+ 580
N-7797900
98000
N-7797900
N-7798000
N-7798100
N-7797800
N-7797900
N-7798000
N-7797800
N-7797900
N-7797700
N-7797800
N-7797900
N-7797700
N-7797800
N-7797600
N-7797700
N-7797800
N-7797700
E-2
00
60
0
E-2
00
40
0
E-2
00
50
0
E-2
00
60
0
E-2
00
70
0
E-2
00
20
0
E-2
00
30
0
E-2
00
40
0
E-2
00
50
0
E-2
00
60
0
E-2
00
00
0
E-2
00
10
0
E-2
00
20
0
E-2
00
30
0
E-2
00
40
0
E-2
00
00
0
E-2
00
10
0
E-2
00
20
0
E-2
00
30
0
E-2
00
10
0
30+50030+520
30+
540
30+
560
30+58030+600
30+
620
30+
640
30
+6
60
30+
680
30+
700
30+
720
30
+7
40
30
+7
60
30+
780
30+80030+820 30+840 30+860 30+880 30+900 30+920
30+940
30+960
30+980
31+000
31+020
31+040
31+060
31+080
31+
100
31
+1
20
31
+1
40
31
+1
60
31
+1
80
31+
200
31+
220
31+
240
31+260
31+
280
31
+3
00
31
+3
20
31+340
31+360
31+380
31+400
31
+4
20
31
+4
40
31
+4
60
31
+4
80
31
+5
00
31
+5
20
31+540 31+560
31+
580
31
+6
00
31
+6
20
PT: 30+
PC: 30+4 Mid
: 3
0+
49
9.1
1
PT: 3
0+
534.3
5
PC
: 30+
573.1
1
Mid
: 3
0+
59
1.4
1
PT: 3
0+
609.7
1
PC: 3
0+
640.1
9
Mid: 30+657.85
PT:
30+
675.5
1
PC:
30+
726.5
5
Mid: 30+764.93
PT
: 3
0+
80
3.3
0
PC
: 3
0+
91
3.3
1
Mid
: 3
0+
92
8.3
1
PT
: 3
0+
943.3
1
PC
: 3
1+
08
9.1
5
Mid
: 31+
105.20 PT: 31+121.26
PC: 31+169.76
Mid: 31+180.71
PT: 3
1+
191.6
5
31+
243.3
8
.67
PT: 31+291.96
PC: 31+312.46
Mid
: 31+
333.8
5
PT
: 3
1+
35
5.2
3
PC
: 3
1+
38
6.3
3 Mid: 31+
407.87
PT: 31+
429.42
PC: 31+
447.16
Mid: 31+461.30
PT: 31+475.44
PC: 31+515.41
Mid
: 31+
530.8
5
PT
: 3
1+
54
6.2
8
PC
: 3
1+
56
1.8
1
Mid
: 3
1+
575.9
4
PT: 31+590.07
P.I. 432
P.I. 433
P.I
. 43
4
P.I . 4
35
P.I. 436
P.I. 4
37
P.I
. 43
8
P.I. 439
P.I . 4
40
P.I . 4
41
P.I
. 44
2
P.I
. 443
P.I. 4
44
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
30+860
31+580
43
39843984
3986
3988
3990
3992
3994
3996
3998
4000
4002
4000
4002
4004
4006
4008
4010
4012
4014
4016
4018
4020
3989
3990
3992
3994
3996
3998
4000
4002
4004
4006
4008
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
9.9
30%
S=
8.9
61%
S= 0.998%
S= -4.908%
S= - 0.790%
S=
-9.4
83%
S= - 0.074%
S= -4.379%
PVI STA: 32+ 021.91
PVI ELEV: 4005.28
LVC: 40.00
BV
CS
: 3
2+
00
1.9
1
BV
CE
: 4
00
6.2
6
EV
CS
: 3
2+
04
1.9
1
EV
CE
: 4
00
5.1
2
PVI STA: 32+ 166.31
PVI ELEV: 3999.20
LVC: 40.00
BV
CS
: 3
2+
14
6.3
1
BV
CE
: 4
00
1.1
0
EV
CS
: 3
2+
18
6.3
1
EV
CE
: 3
99
9.1
9
PVI STA: 31+ 601.75
PVI ELEV: 3982.92
LVC: 60.00
EV
CS
: 3
1+
63
1.7
5
EV
CE
: 3
98
5.9
0
PVI STA: 31+ 727.37
PVI ELEV: 3995.39
LVC: 80.00
BV
CS
: 3
1+
68
7.3
7
BV
CE
: 3
99
1.4
2
EV
CS
: 3
1+
76
7.3
7
EV
CE
: 3
99
8.9
8
PVI STA: 31+ 864.65
PVI ELEV: 4007.69
LVC: 60.00
BV
CS
: 3
1+
83
4.6
5
BV
CE
: 4
00
5.0
1
EV
CS
: 3
1+
89
4.6
5
EV
CE
: 4
00
7.9
9
PVI STA: 31+ 954.44
PVI ELEV: 4008.59
LVC: 60.00
BV
CS
: 3
1+
92
4.4
4
BV
CE
: 4
00
8.2
9
EV
CS
: 3
1+
98
4.4
4
EV
CE
: 4
00
7.1
2
PVI STA: 32+ 109.51
PVI ELEV: 4004.59
LVC: 40.00
BV
CS
: 3
2+
08
9.5
1
BV
CE
: 4
00
4.7
5
EV
CS
: 3
2+
12
9.5
1
EV
CE
: 4
00
2.6
9
PVI STA: 32+ 220.75
PVI ELEV: 3999.16
LVC: 40.00
BV
CS
: 3
2+
20
0.7
5
BV
CE
: 3
99
9.1
8
EV
CS
: 3
2+
24
0.7
5
EV
CE
: 3
99
8.2
8
39
84
.2
0
39
87
.5
3
39
87
.1
0
39
89
.5
1
39
91
.2
9
39
94
.2
0
39
96
.4
9
39
97
.1
9
39
98
.9
9
40
01
.5
2
40
03
.2
4
40
03
.8
3
40
05
.6
1
40
07
.5
1
40
08
.7
0
40
08
.4
1
40
08
.0
7
40
08
.7
6
40
09
.5
2
40
08
.3
9
40
07
.6
8
40
05
.4
6
40
07
.8
0
40
05
.6
2
40
04
.8
8
40
04
.5
3
40
03
.6
0
40
02
.6
1
40
00
.4
8
39
99
.8
4
40
00
.1
8
39
99
.9
6
40
01
.6
1
40
00
.6
4
39
96
.4
8
39
98
.1
8
39
94
.8
9
39
82
.7
0
39
84
.7
2
39
86
.7
2
39
88
.7
0
39
90
.6
9
39
92
.6
7
39
94
.6
0
39
96
.4
8
39
98
.3
1
40
00
.1
1
40
01
.9
0
40
03
.6
9
40
05
.4
7
40
06
.8
5
40
07
.7
0
40
08
.0
5
40
08
.2
5
40
08
.3
3
40
08
.0
2
40
07
.3
3
40
06
.3
5
40
05
.5
4
40
05
.1
4
40
04
.9
8
40
04
.8
2
40
04
.5
4
40
03
.4
9
40
01
.7
0
40
00
.0
2
39
99
.2
4
39
99
.1
8
39
98
.9
6
39
98
.3
2
39
97
.4
4
39
96
.5
7
39
95
.6
9
39
94
.8
1
Lr= 46.34m
Lc= 27.86m
R= 50.00mLr= 64.12m
Lc= 32.45m
R= 160.00mLr= 90.25m
Lc= 46.24m
R= 160.00mLr= 105.62m
Lc= 25.43m
R= 50.00mLr= 14.33m
Lc= 68.57m
R= 100.00mLr= 173.05m
Lc= 56.64m
R= 60.00m
S= 9.93%
55.62m60.00m
S= 8.96%
67.28m80.00m
S= 1.00%
29.79m60.00m 17.47m60.00m 47.60m40.00m 16.80m40.00m 14.44m40.00m 138.30m40.00m
31+ 600 31+ 620 31+ 640 31+ 660 31+ 680 31+ 700 31+ 720 31+ 740 31+ 760 31+ 780 31+ 800 31+ 820 31+ 840 31+ 860 31+ 880 31+ 900 31+ 920 31+ 940 31+ 960 31+ 980 32+ 000 32+ 020 32+ 040 32+ 060 32+ 080 32+ 100 32+ 120 32+ 140 32+ 160 32+ 180 32+ 200 32+ 220 32+ 240 32+ 260 32+ 280 32+ 300 32+ 320
40
0
N-7
79
85
00
N-7
79
86
00
N-7
79
87
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
86
00
N-7
79
87
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
86
00
N-7
79
80
00
N-7
79
81
00
E- 200100
E- 200200
E- 200100
E- 200200
E- 200100
E- 200200
E- 200100
E- 200200
E- 200000
E- 200100
E- 200200
E- 200000
E- 200100
E- 200200
E- 200000
E- 200100
E- 200200
E- 200000
E- 200100
31+
560
31+580
31+ 60031+ 620
31+ 640
31+660
31+680
31+700
31+720
31+740
31+760
31+780
31+800
31+820
31+840
31+ 860 31+ 880 31+ 90031+ 920
31+ 94031+ 960
31+ 98032+ 000
32+020
32+040
32+060
32+ 080 32+ 100
32+ 120
32+ 140
32+ 160
32+ 180
32+ 200
32+ 220
32+ 240
32+ 260
32+ 28032+ 300
32+320
32+340
32+
360
80
561.81
Mid
: 3
1+
57
5.9
4
PT
: 3
1+
59
0.0
7
PC
: 3
1+
63
6.4
1
Mid
: 3
1+
65
0.3
4
PT
: 3
1+
66
4.2
7
PC
: 3
1+
72
8.3
9
Mid
: 3
1+
74
4.6
2
PT
: 3
1+
76
0.8
4
PC
: 3
1+
85
1.1
0
Mid
: 3
1+
87
4.2
2
PT
: 3
1+
89
7.3
4
PC
: 3
2+
00
2.9
6
Mid
: 3
2+
01
5.6
7P
T: 3
2+
02
8.3
9
PC
: 3
2+
04
2.7
2
Mid
: 3
2+
07
7.0
1
PT
: 3
2+
11
1.3
0
PC
: 3
2+
28
4.3
5
Mid
: 3
2+
31
2.6
7
PT: 3
2+
340.9
9
PC
: 3
2+
374.0
2
P.I. 444
P.I . 445
P.I. 446
P.I . 447
P.I . 448
P.I . 449
P.I. 450
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
31+600
32+320
44
3941
3942
3944
3946
3948
3950
3952
3954
3956
3958
3960
39623962
3964
3966
3968
3970
3972
3974
3976
3978
3980
3941
3942
3944
3946
3948
3950
3952
3954
3956
3958
3960
39623962
3964
3966
3968
3970
3972
3974
3976
3978
3980
3941
3942
3944
3946
3948
3950
3952
3954
3956
3958
3960
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
-8.3
75%
S=
-7.6
10%
S=
-7.8
28%
S= -4.650%
S=
-12.3
68%
PVI STA: 32+ 663.75
PVI ELEV: 3973.72
LVC: 40.00
BV
CS
: 3
2+
64
3.7
5
BV
CE
: 3
97
5.4
0
EV
CS
: 3
2+
68
3.7
5
EV
CE
: 3
97
2.2
0
PVI STA: 32+ 826.42
PVI ELEV: 3961.34
LVC: 40.00
BV
CS
: 3
2+
80
6.4
2
BV
CE
: 3
96
2.8
7
PVI STA: 32+ 950.16
PVI ELEV: 3951.08
LVC: 40.00
BV
CS
: 3
2+
93
0.1
6
BV
CE
: 3
95
3.5
6
EV
CS
: 3
2+
97
0.1
6
EV
CE
: 3
94
9.5
2
PVI STA: 32+ 891.78
PVI ELEV: 3958.31
LVC: 60.00BV
CS
: 3
2+
86
1.7
BV
CE
: 3
95
9.
EV
CS
: 3
2+
92
1.7
8
EV
CE
: 3
95
4.5
9
PVI STA: 33+ 036.40
PVI ELEV: 3944.33
LVC: 60.00
BV
CS
: 3
3+
00
6.4
0
BV
CE
: 3
94
6.6
8
EV
CS
: 3
3+
06
6.4
0
EV
CE
: 3
94
1.6
4
39
93
.9
1
39
95
.9
0
39
93
.6
6
39
91
.5
6
39
92
.2
6
39
94
.9
4
39
95
.4
4
39
94
.8
4
39
88
.7
4
39
85
.7
5
39
84
.4
4
39
83
.7
5
39
82
.5
5
39
79
.5
2
39
79
.4
8
39
76
.3
5
39
73
.9
3
39
72
.6
9
39
72
.0
7
39
71
.0
7
39
68
.4
4
39
66
.1
4
39
64
.9
9
39
63
.3
6
39
62
.0
5
39
62
.3
0
39
61
.2
1
39
61
.9
8
39
60
.9
4
39
53
.3
5
39
50
.8
3
39
49
.7
8
39
50
.1
9
39
48
.8
0
39
45
.8
8
39
44
.1
3
39
41
.9
5
39
93
.9
4
39
93
.0
6
39
92
.1
9
39
91
.4
2
39
90
.8
5
39
90
.3
7
39
89
.9
0
39
89
.2
0
39
87
.8
2
39
85
.9
5
39
84
.1
3
39
82
.4
1
39
80
.7
4
39
79
.0
6
39
77
.3
9
39
75
.7
1
39
74
.0
6
39
72
.4
9
39
70
.9
7
39
69
.4
4
39
67
.9
2
39
66
.4
0
39
64
.8
8
39
63
.3
6
39
61
.9
0
39
60
.7
3
39
59
.7
8
39
58
.6
4
39
56
.9
8
39
54
.8
1
39
52
.4
0
39
50
.3
7
39
48
.7
5
39
47
.1
8
39
45
.6
0
39
43
.9
4
39
42
.2
1
Lc= 56.64m
R= 60.00mLr= 33.04m
Lc= 35.42m
R= 25.00mLr= 70.76m
Lc= 33.27m
R= 12.00mLr= 83.18m
Lc= 21.87m
R= 25.00mLr= 119.45m
Lc= 115.11m
R= 46.00mLr= 32.55m
Lc= 45.49m
R= 15.00mLr= 76.71m
Lc= 29.30m
R= 80.00mLr= 76.31m
138.30m 40.00m 86.27m40.00m 122.67m40.00m 40.00m 36.24m40.00m 10260.00m45.32m 13.11m40.00m 15.36m 8.38m60.00m
32+ 340 32+ 360 32+ 380 32+ 400 32+ 420 32+ 440 32+ 460 32+ 480 32+ 500 32+ 520 32+ 540 32+ 560 32+ 580 32+ 600 32+ 620 32+ 640 32+ 660 32+ 680 32+ 700 32+ 720 32+ 740 32+ 760 32+ 780 32+ 800 32+ 820 32+ 840 32+ 860 32+ 880 32+ 900 32+ 920 32+ 940 32+ 960 32+ 980 33+ 000 33+ 020 33+ 040 33+ 060
N-7798800
N-7798900
N-7799000
N-7798800
N-7798900
N-7799000
N-7798800
N-7798900
N-7798700
N-7798800
N-7798900
N-7798700
N-7798800
N-7798900
N-7798700
N-7798800
N-7798600
N-7798700
N-7798800
N-77987
N-7798800
20
0 E-1
99
90
0
E-2
00
00
0
E-2
00
10
0
E-2
00
20
0
E-1
99
60
0
E-1
99
70
0
E-1
99
80
0
E-1
99
90
0
E-2
00
00
0
E-2
00
10
0
E-2
00
20
0
E-2
00
30
0
E-1
99
60
0
E-1
99
70
0
E-1
99
80
0
E-1
99
90
0
E-2
00
00
0
E-1
99
60
0
E-1
99
70
0
32
+2
40
32
+2
60
32
+2
80
32
+3
00
32+
320
32+340
32+360
32+
380
32
+4
00
32
+4
20
32
+4
40
32
+4
60
32
+4
80
32+500
32+
520
32+
540
32+
560
32+
580
32+
600
32+620 32+640 32+660 32+680 32+700 32+72032+740
32+760
32+
780
32
+8
00
32
+8
20
32+
840
32+860
32+880
32
+9
00
32+920
32+940
32+960
32+980
33+000
33+
020
33+
040
33+
060
33+
080
33+
100
33+
120
33
+1
40
33
+1
60
33
+1
80
33
+2
00
33
+2
20
33+
24
PC: 32+284.35
Mid
: 32+
312.67
PT
: 3
2+
340.9
9
PC
: 3
2+
37
4.0
2
Mid: 32+391.74
PT: 32+409.45
PC: 32+480.21
Mid
: 3
2+
496.8
4 PT:
32+
513.4
8
PC:
32+
596.6
6
Mid
: 3
2+
607.6
0
PT
: 3
2+
61
8.5
3
PC
: 3
2+
73
7.9
8
Mid: 32+795.54
PT: 3
2+
853.0
9
PC
: 3
2+
885.6
4
Mid
: 32+
908.39 .1
3
PC
: 3
3+
00
7.8
4
Mid
: 33+
022.4
9
PT: 3
3+
037.1
4
PC: 3
3+
113.4
5 Mid: 33+
124.30
PT: 33+135.14
PC: 33+182.37
Mid: 33+205.35
T: 33+
228.33
P.I
. 450
P.I
. 45
1
P.I. 4
52
P.I. 453
P.I
. 45
4
P.I. 4
55
P.I
. 456
P.I . 4
57
P.I
. 45
8
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
32+340
33+060
45
3894
3896
3898
3900
3902
3904
3906
3908
3910
3912
3914
3915
3916
3918
3920
3922
3924
3926
3928
3930
3932
3934
3894
3896
3898
3900
3902
3904
3906
3908
3910
3912
3914
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= 0.179%
S=
-10.5
84%
S=
-7.8
58%
S=
-12.8
82%
S= -1.527%
S= -4.584%
PVI STA: 33+ 189.21
PVI ELEV: 3930.60
LVC: 40.00
BV
CS
: 3
3+
16
9.2
1
BV
CE
: 3
93
2.4
0
EV
CS
: 3
3+
20
9.2
1
EV
CE
: 3
92
9.0
3
PVI STA: 33+ 315.96
PVI ELEV: 3917.68
LVC: 40.00
BV
CS
: 3
3+
29
5.9
6
BV
CE
: 3
92
0.2
6
EV
CS
: 3
3+
33
5.9
6
EV
CE
: 3
91
5.5
7
PVI STA: 33+ 461.94
PVI ELEV: 3902.23
LVC: 40.00
BV
CS
: 3
3+
44
1.9
4
BV
CE
: 3
90
4.3
5
EV
CS
: 3
3+
48
1.9
4
EV
CE
: 3
90
1.9
3
PVI STA: 33+ 645.89
PVI ELEV: 3895.26
LVC: 80.00
BV
CS
: 3
3+
60
5.8
9
BV
CE
: 3
89
7.0
9
EV
CS
: 3
3+
68
5.8
9
EV
CE
: 3
89
5.3
3
PVI STA: 33+ 257.01
PVI ELEV: 3925.28
LVC: 40.00
BV
CS
: 3
3+
23
7.0
1
BV
CE
: 3
92
6.8
5
EV
CS
: 3
3+
27
7.0
1
EV
CE
: 3
92
2.7
0
PVI STA: 33+ 509.75
PVI ELEV: 3901.50
LVC: 40.00
BV
CS
: 3
3+
48
9.7
5
BV
CE
: 3
90
1.8
1
EV
CS
: 3
3+
52
9.7
5
EV
CE
: 3
90
0.5
8
PVI STA: 33+ 757.32
PVI ELEV: 3895.46
LVC: 40.00
BV
CS
: 3
3+
73
7.3
2
BV
CE
: 3
89
5.4
2
EV
CS
: 3
3+
77
7.3
2
EV
CE
: 3
89
5.0
7
39
40
.3
9
39
39
.5
9
39
37
.7
3
39
34
.8
5
39
33
.0
8
39
31
.2
9
39
29
.6
3
39
27
.9
5
39
26
.6
0
39
24
.6
2
39
22
.4
4
39
19
.7
5
39
17
.2
1
39
15
.0
9
39
13
.0
2
39
10
.9
2
39
08
.7
4
39
06
.5
4
39
04
.4
7
39
02
.2
8
39
01
.9
3
39
01
.7
6
39
00
.9
3
39
00
.1
4
38
99
.2
4
38
98
.2
3
38
97
.3
7
38
96
.5
3
38
95
.8
3
38
95
.4
3
38
95
.1
6
38
95
.3
0
38
95
.4
4
38
95
.4
1
38
95
.5
6
38
95
.6
7
38
94
.5
4
39
40
.4
2
39
38
.6
2
39
36
.8
2
39
35
.0
3
39
33
.2
3
39
31
.4
5
39
29
.7
7
39
28
.1
8
39
26
.6
1
39
24
.7
1
39
22
.3
1
39
19
.7
4
39
17
.3
3
39
15
.1
4
39
13
.0
2
39
10
.9
0
39
08
.7
9
39
06
.6
7
39
04
.5
5
39
02
.8
1
39
01
.9
6
39
01
.6
1
39
01
.0
0
39
00
.1
2
38
99
.2
0
38
98
.2
8
38
97
.3
6
38
96
.5
1
38
95
.8
8
38
95
.4
9
38
95
.3
3
38
95
.3
6
38
95
.3
9
38
95
.4
3
38
95
.3
3
38
95
.0
2
38
94
.6
3
Lr= 76.31m
Lc= 21.69m
R= 60.00mLr= 47.23m
Lc= 45.96m
R= 50.00mLr= 35.76m
Lc= 48.61m
R= 27.00mLr= 146.90m
Lc= 38.08m
R= 60.00mLr= 293.77m
Lc= 40.33m
R= 120.00m
102.81m 40.00m 40.00mS= 0.18%
51.43m80.00m 82.54m40.00m105.98m27.80m 18.95m40.00m 40.00m 7.81m 76.14m40.00m
33+ 080 33+ 100 33+ 120 33+ 140 33+ 160 33+ 180 33+ 200 33+ 220 33+ 240 33+ 260 33+ 280 33+ 300 33+ 320 33+ 340 33+ 360 33+ 380 33+ 400 33+ 420 33+ 440 33+ 460 33+ 480 33+ 500 33+ 520 33+ 540 33+ 560 33+ 580 33+ 600 33+ 620 33+ 640 33+ 660 33+ 680 33+ 700 33+ 720 33+ 740 33+ 760 33+ 780 33+ 800
N-7799200
N-7799200
N-7799300
N-7799100
N-7799200
N-7799300
N-7799000
N-7799100
N-7799200
00
N-7799000
N-7799100
N-7798900
N-7799000
N-7799100
N-7798800
N-7798900
N-7799000
N-7798900
E-199800
0
E-199700
E-199800
E-199900
E-199500
E-199600
E-199700
E-199800
E-199400
E-199500
E-199600
E-199700
E-199200
E-199300
E-199400
E-199500
E-19960
E-199300
E-199400
32+720
32+740
32+
760
32
+7
80
32
+8
00
32+
820
32+840
32+860
33+040
33+060
33+080
33+100
33+
120
33+
140
33+
160
33+
180
33
+2
00
33
+2
20
33
+2
40
33
+2
60
33
+2
80
33+300
33+320 33+340 33+360 33+380 33+400 33+420 33+440 33+460
33+480
33+500
33+520
33+540
33+560
33+580
33+600
33+620
33+640
33+660
33+680
33+700
33+720
33+740
33+760
33+780
33+
800
33+
820
0
PC
: 3
2+
73
7.9
8
Mid: 32+795.54
PT
: 3
2+
85
3.0
9
PC
: 3
3+
113.4
5
Mid
: 33+
124.3
0
PT: 3
3+
135.14
PC: 3
3+
182.37
Mid: 33+205.35
PT: 33+228.33
PC: 33+264.09M
id: 3
3+
288.39
PT
: 3
3+
31
2.7
0
PC
: 3
3+
45
9.6
0
Mid
: 3
3+
47
8.6
4
PT: 3
3+
497.6
8
PC
: 3
3+
791.4
4id
: 33+
811.6
1
7
P.I
. 45
4
P.I . 4
57
P.I
. 45
8
P. I . 4
59 P.I. 460
P.I. 4
61
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
33+080
33+800
46
3885
3886
3888
3890
3892
3894
3896
3898
3900
3902
3904
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= -1.943%S= 3.237%
S= -1.916%
S= 0.369% S= -2.270%S= 0.731%
PVI STA: 33+ 879.86
PVI ELEV: 3893.08
LVC: 40.00
BV
CS
: 3
3+
85
9.8
6
BV
CE
: 3
89
3.4
7
EV
CS
: 3
3+
89
9.8
6
EV
CE
: 3
89
3.7
3
PVI STA: 34+ 058.07
PVI ELEV: 3893.47
LVC: 40.00
BV
CS
: 3
4+
03
8.0
7
BV
CE
: 3
89
3.8
6
EV
CS
: 3
4+
07
8.0
7
EV
CE
: 3
89
3.5
5
PVI STA: 34+ 436.56
PVI ELEV: 3892.80
LVC: 60.00
BV
CS
: 3
4+
40
6.5
6
BV
CE
: 3
89
3.4
9
EV
CS
: 3
4+
46
6.5
6
EV
CE
: 3
89
3.0
2
PVI STA:
PVI ELE
LVC
BV
CS
: 3
4+
54
4.0
8
PVI STA: 33+ 953.79
PVI ELEV: 3895.47
LVC: 40.00
BV
CS
: 3
3+
93
3.7
9
BV
CE
: 3
89
4.8
2
EV
CS
: 3
3+
97
3.7
9
EV
CE
: 3
89
5.0
9
PVI STA: 34+ 358.28
PVI ELEV: 3894.58
LVC: 60.00
BV
CS
: 3
4+
32
8.2
8
BV
CE
: 3
89
4.4
7
EV
CS
: 3
4+
38
8.2
8
EV
CE
: 3
89
3.9
0
38
94
.2
1
38
93
.8
7
38
93
.3
1
38
92
.7
4
38
97
.5
1
38
96
.6
2
38
96
.4
8
38
95
.9
5
39
02
.6
0
38
96
.0
9
38
95
.7
2
38
98
.5
3
38
96
.4
1
38
96
.6
5
38
95
.2
0
38
99
.2
7
38
98
.8
6
38
97
.6
1
38
95
.2
0
38
94
.4
2
38
94
.4
4
38
97
.8
7
38
97
.9
6
38
98
.8
8
38
96
.0
6
38
96
.1
9
38
97
.5
8
38
96
.6
5
39
04
.7
9
38
95
.4
9
38
93
.0
7
38
92
.8
4
38
93
.6
9
38
94
.1
7
38
93
.2
1
38
93
.8
1
38
94
.4
8
38
94
.2
4
38
93
.8
5
38
93
.4
6
38
93
.3
4
38
93
.7
3
38
94
.3
8
38
95
.0
0
38
95
.2
3
38
94
.9
7
38
94
.5
9
38
94
.2
0
38
93
.8
2
38
93
.5
7
38
93
.5
5
38
93
.6
3
38
93
.7
0
38
93
.7
8
38
93
.8
5
38
93
.9
2
38
94
.0
0
38
94
.0
7
38
94
.1
5
38
94
.2
2
38
94
.2
9
38
94
.3
7
38
94
.4
4
38
94
.4
8
38
94
.3
7
38
94
.0
7
38
93
.6
3
38
93
.2
3
38
93
.0
1
38
92
.9
9
38
93
.1
2
38
93
.2
7
38
93
.4
1
38
93
.5
6
Lc= 40.33m
R= 120.00mLr= 101.68m
Lc= 62.98m
R= 250.00mLr= 37.26m
Lc= 0.70m
R= 25.00mLr= 87.24m
Lc= 39.22m
R= 40.00mLr= 100.22m
Lc= 38.56m
R= 250.00mLr= 59.17m
Lc= 36.16m
R= 50.00mLr= 161.32m
82.54mS= 3.24%
33.93m40.00m 64.28m40.00m
S= 0.37%
250.21m40.00m 18.28m60.00m
S= 0.73%
77.52m60.00m 40
33+ 820 33+ 840 33+ 860 33+ 880 33+ 900 33+ 920 33+ 940 33+ 960 33+ 980 34+ 000 34+ 020 34+ 040 34+ 060 34+ 080 34+ 100 34+ 120 34+ 140 34+ 160 34+ 180 34+ 200 34+ 220 34+ 240 34+ 260 34+ 280 34+ 300 34+ 320 34+ 340 34+ 360 34+ 380 34+ 400 34+ 420 34+ 440 34+ 460 34+ 480 34+ 500 34+ 520 34+ 540
N-7799100
00
N-7799100
N-7799200
N-7799300
N-7799100
N-7799200
N-7799100
N-7799200
N-7799000
N-7799100
N-7799200
N-7799000
N-7799100
N-7799200
N-7799000
N-7799100
N-7799000
N-7799100
E-1
99
00
0
E-1
99
10
0
E-1
99
20
0
E-1
99
30
0
E-1
98
60
0
E-1
98
70
0
E-1
98
90
0
E-1
98
80
0
E-1
99
00
0
E-1
99
10
0
E-1
99
20
0
E-1
99
30
0
E-1
98
60
0
E-1
98
70
0
E-1
98
90
0
E-1
98
80
0
E-1
99
00
0
E-1
99
10
0
E-1
98
70
0
33+720
33+740
33+760
33+780
33+800
33+820
33+840
33+860
33+880
33+900
33+920
33+940
33+
960
33+
980
34+
000
34+
020
34+
040
34+
060
34+
080
34+
100
34+
120
34+14034+160
34+180
34+200
34+220
34+240
34+260
34+280
34+300
34+320
34+340
34+360
34+
380
34
+4
00
34
+4
20
34
+4
40
34
+4
60
34
+4
80
34
+5
00
34
+5
20
34
+5
40
34
+5
60
PC
: 3
3+
79
1.4
4
Mid
: 3
3+
81
1.6
1
PT: 3
3+
831.7
7
PC
: 3
3+
933.4
5
Mid
: 33+
964.9
4
PT:
33+
996.4
3
PC:
34+
033.6
9
Mid
: 34+
034.0
4
PT:
34+
034.3
9
PC:
34+
121.6
3
41
.24
0.8
5 PC
: 3
4+
26
1.0
6
Mid
: 3
4+
28
0.3
4
PT
: 3
4+
29
9.6
2
PC
: 3
4+
35
8.7
9
Mid
: 34+
376.8
7
PT: 34+394.95
PC: 34+556.27
P.I. 461
P.I. 4
62
P.I. 4
63
P.I. 464
P.I. 465
P.I
. 466
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
33+820
34+540
47
3891
3892
3894
3896
3898
3900
3902
3904
3906
3908
3910
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S= 3.430%
S= - 1.152%
S= 1.439%
S= 2.357%
S= -3.573%
S= 3.259%
S=5.5
59%
PVI STA: 34+ 564.08
PVI ELEV: 3893.74
LVC: 40.00
EV
CS
: 3
4+
58
4.0
8
EV
CE
: 3
89
4.4
2
PVI STA: 34+ 668.36
PVI ELEV: 3895.04
LVC: 40.00
BV
CS
: 3
4+
64
8.3
6
BV
CE
: 3
89
5.2
7
EV
CS
: 3
4+
68
8.3
6
EV
CE
: 3
89
5.3
3
PVI STA: 34+ 859.21
PVI ELEV: 3897.79
LVC: 140.00
BV
CS
: 3
4+
78
9.2
1
BV
CE
: 3
89
6.7
8
EV
CS
: 3
4+
92
9.2
1
EV
CE
: 3
89
9.4
4
PVI STA: 35+ 025.88
PVI ELEV: 3901.72
LVC: 40.00
BV
CS
: 3
5+
00
5.8
8
BV
CE
: 3
90
1.2
5
EV
CS
: 3
5+
04
5.8
8
EV
CE
: 3
90
2.3
7
PVI STA: 35+ 141.26
PVI ELEV: 3905.48
LVC: 40.00
BV
CS
: 3
5+
12
1.2
6
BV
CE
: 3
90
4.8
3
EV
CS
: 3
5+
16
1.2
6
EV
CE
: 3
90
6.5
9
PVI STA: 35+ 28
PVI ELEV: 3907
LVC: 40.00
BV
CS
: 3
5+
26
2.4
5
BV
CE
: 3
90
8.0
3
PVI STA: 34+ 618.83
PVI ELEV: 3895.61
LVC: 40.00
BV
CS
: 3
4+
59
8.8
3
BV
CE
: 3
89
4.9
3
EV
CS
: 3
4+
63
8.8
3
EV
CE
: 3
89
5.3
8
PVI STA: 35+ 216.63
PVI ELEV: 3909.67
LVC: 40.00
BV
CS
: 3
5+
19
6.6
3
BV
CE
: 3
90
8.5
6
EV
CS
: 3
5+
23
6.6
EV
CE
: 3
90
8.9
38
93
.8
5
38
94
.3
3
38
95
.1
8
38
95
.8
1
38
95
.8
8
38
95
.1
0
38
95
.0
1
38
95
.4
9
38
96
.1
0
38
96
.2
0
38
96
.4
5
38
96
.7
7
38
96
.9
4
38
97
.2
0
38
97
.5
7
38
97
.9
6
38
98
.3
3
38
98
.7
1
38
99
.1
5
38
99
.7
6
39
00
.2
0
39
00
.7
8
39
00
.9
0
39
01
.2
9
39
02
.0
8
39
03
.0
9
39
03
.7
3
39
04
.2
3
39
04
.7
3
39
05
.3
4
39
06
.4
7
39
07
.6
5
39
08
.8
9
39
10
.0
6
39
10
.0
7
39
09
.9
0
39
07
.5
3
38
93
.7
9
38
94
.2
9
38
94
.9
7
38
95
.4
0
38
95
.3
7
38
95
.1
8
38
95
.2
3
38
95
.5
0
38
95
.7
9
38
96
.0
7
38
96
.3
6
38
96
.6
5
38
96
.9
4
38
97
.2
6
38
97
.6
0
38
97
.9
7
38
98
.3
6
38
98
.7
8
38
99
.2
3
38
99
.6
9
39
00
.1
7
39
00
.6
4
39
01
.1
1
39
01
.6
0
39
02
.1
8
39
02
.8
3
39
03
.4
8
39
04
.1
3
39
04
.7
9
39
05
.5
4
39
06
.5
2
39
07
.6
3
39
08
.7
3
39
09
.2
3
39
08
.8
3
39
08
.1
2
39
07
.9
8
Lr= 161.32m
Lc= 267.74m
R= 180.00mLr= 163.75m
Lc= 43.38m
R= 300.00mLr= 198.59m
Lc= 40.69m
R= 50.00mLr= 62.08
S= 3.43%
14.75m40.00m 9.52m40.00m
S= 1.44%
100.85m40.00m
S= 2.36%
76.67m140.00m 40.00m 25.82m40.00m 40.00m
S= 3.26%
75.37m
S= 5.56%
35.37m40.00m
34+ 560 34+ 580 34+ 600 34+ 620 34+ 640 34+ 660 34+ 680 34+ 700 34+ 720 34+ 740 34+ 760 34+ 780 34+ 800 34+ 820 34+ 840 34+ 860 34+ 880 34+ 900 34+ 920 34+ 940 34+ 960 34+ 980 35+ 000 35+ 020 35+ 040 35+ 060 35+ 080 35+ 100 35+ 120 35+ 140 35+ 160 35+ 180 35+ 200 35+ 220 35+ 240 35+ 260 35+ 28
N-7799300
N-7799400
N-7799500
N-7799300
N-7799400
N-7799300
N-7799400
N-7799300
N-7799400
N-7799300
N-7799400
N-7799300
N-7799400
N-7799300
N-7799400
N-7799300
N-7799400
E-1
98
10
0
E-1
98
20
0
E-1
98
30
0
E-1
98
40
0
E-1
98
50
0
E-1
98
60
0
E-1
98
70
0
E-1
98
10
0
E-1
98
20
0
E-1
98
30
0
E-1
98
40
0
E-1
98
50
0
E-1
98
60
0
E-1
98
70
0
E-1
98
80
0
E-1
98
10
0
E-1
98
20
0
E-1
98
3
34
+5
00
34
+5
20
34
+5
40
34
+5
60
34
+5
80
34+
600
34+
620
34+
640
34+
660
34+680
34+700
34+720
34+740
34+76034+780
34+800
34+820
34+840
34+860
34+880
34+900
34+920
34+940
34+960
34+980
35+000
35+020
35+040
35+060
35+080
35+100
35+120
35+140
35+160
35+180
35+200
35+220
35+240 35+260
35+280
35+300
35+320
35+340
PC: 34+556.27
Mid
: 3
4+
690.1
4
PT
: 3
4+
82
4.0
1
PC
: 3
4+
98
7.7
6
Mid
: 3
5+
00
9.4
4
PT
: 3
5+
03
1.1
3
PC
: 3
5+
22
9.7
2
Mid
: 3
5+
25
0.0
7
PT
: 3
5+
27
0.4
1
PC
: 3
5+
33
2.5
0
35
+3
48
.65
P.I. 4
67
P.I. 468
P.I. 469
I. 470
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
34+560
35+280
48
3905
3906
3908
3910
3912
3914
3916
3918
3920
3922
3924
3917
3918
3920
3922
3924
3926
3928
3930
3932
3934
3936
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=
11.4
64%
S=
6.962%
S= 1.378%
S= 2.646%
S= 0.424%
S= 1.849%
PVI STA: 35+ 282.45
PVI ELEV: 3907.32
LVC: 40.00
EV
CS
: 3
5+
30
2.4
5
EV
CE
: 3
90
9.6
1
PVI STA: 35+ 626.78
PVI ELEV: 3923.67
LVC: 40.00
BV
CS
: 3
5+
60
6.7
8
BV
CE
: 3
92
3.4
0
EV
CS
: 3
5+
64
6.7
8
EV
CE
: 3
92
4.2
0
PVI STA: 35+ 840.47
PVI ELEV: 3928.13
LVC: 40.00
BV
CS
: 3
5+
82
0.4
7
BV
CE
: 3
92
8.0
4
EV
CS
: 3
5+
86
0.4
7
EV
CE
: 3
92
8.5
0
PVI STA: 35+ 333.84
PVI ELEV: 3913.21
LVC: 40.00
BV
CS
: 3
5+
31
3.8
4
BV
CE
: 3
91
0.9
2
EV
CS
: 3
5+
35
3.8
4
EV
CE
: 3
91
4.6
0
PVI STA: 35+ 449.01
PVI ELEV: 3921.23
LVC: 60.00
BV
CS
: 3
5+
41
9.0
1
BV
CE
: 3
91
9.1
4
EV
CS
: 3
5+
47
9.0
1
EV
CE
: 3
92
1.6
4
PVI STA: 35+ 786.45
PVI ELEV: 3927.90
LVC: 40.00
BV
CS
: 3
5+
76
6.4
5
BV
CE
: 3
92
7.3
7
EV
CS
: 3
5+
80
6.4
5
EV
CE
: 3
92
7.9
8
39
09
.4
5
39
12
.6
2
39
14
.0
7
39
14
.9
7
39
15
.0
4
39
17
.4
5
39
19
.1
9
39
20
.3
8
39
21
.2
7
39
21
.6
1
39
21
.7
7
39
22
.2
6
39
22
.4
6
39
22
.7
5
39
22
.9
8
39
23
.4
2
39
23
.5
9
39
23
.8
6
39
24
.4
9
39
25
.1
1
39
25
.5
5
39
26
.1
0
39
26
.7
1
39
27
.2
0
39
27
.6
5
39
27
.9
6
39
28
.0
8
39
27
.6
6
39
28
.4
9
39
28
.8
8
39
29
.2
0
39
29
.4
9
39
29
.8
5
39
30
.4
0
39
30
.8
5
39
31
.1
2
39
31
.6
6
39
09
.3
4
39
11
.6
0
39
13
.5
3
39
15
.0
3
39
16
.4
2
39
17
.8
1
39
19
.2
1
39
20
.3
9
39
21
.2
1
39
21
.6
5
39
21
.9
3
39
22
.2
0
39
22
.4
8
39
22
.7
5
39
23
.0
3
39
23
.3
1
39
23
.6
1
39
24
.0
3
39
24
.5
5
39
25
.0
8
39
25
.6
1
39
26
.1
4
39
26
.6
7
39
27
.2
0
39
27
.6
8
39
27
.9
4
39
28
.0
4
39
28
.1
9
39
28
.4
9
39
28
.8
6
39
29
.2
3
39
29
.6
0
39
29
.9
7
39
30
.3
4
39
30
.7
1
39
31
.0
8
39
31
.4
5
Lr= 62.08m
Lc= 32.31m
R= 120.00mLr= 53.82m
Lc= 45.06m
R= 80.00mLr= 264.15m
Lc= 88.76m
R= 60.00mLr= 32.68m
Lc= 33.28m
R= 40.00mLr= 260.23m
S= 11.46%
11.39m40.00m
S= 6.96%
65.17m40.00m
S= 1.38%
127.77m60.00m
S= 2.65%
119.67m40.00m
S= 0.42%
14.03m40.00m
S= 1.85%
190.94m40.00m
35+ 300 35+ 320 35+ 340 35+ 360 35+ 380 35+ 400 35+ 420 35+ 440 35+ 460 35+ 480 35+ 500 35+ 520 35+ 540 35+ 560 35+ 580 35+ 600 35+ 620 35+ 640 35+ 660 35+ 680 35+ 700 35+ 720 35+ 740 35+ 760 35+ 780 35+ 800 35+ 820 35+ 840 35+ 860 35+ 880 35+ 900 35+ 920 35+ 940 35+ 960 35+ 980 36+ 000 36+
N-7799300
N-7799400
N-7799300
N-7799400
N-7799300
N-7799400
N-7799300
N-7799400
7799200
N-7799300
N-7799400
N-7799200
N-7799300
N-7799400
N-7799200
N-7799300
N-7799400
N-7799200
N-7799300
N-7799400
E-1
97
90
0
E-1
98
00
0
E-1
98
10
0
E-1
97
40
0
E-1
97
50
0
E-1
97
60
0
E-1
97
70
0
E-1
97
80
0
E-1
97
90
0
E-1
98
00
0
E-1
98
10
0
E-1
97
40
0
E-1
97
50
0
E-1
97
60
0
E-1
97
70
0
E-1
97
80
0
E-1
97
90
0
E-1
98
00
0
E-1
98
10
0
35+220
35+240 35+260
35+280
35+300
35+320
35+340
35+360
35+380
35+400
35+42035+440
35+460
35+480
35+500
35+520
35+540
35+560
35+580
35+600
35+620
35+640
35+660
35+680
35+700
35+720
35+74035+760
35+780
35+
800
35+
820
35+
840
35+
860
35+880
35+900
35+920
35+940
35+960
35+980
36+000
36+020
36+040
36+060
080
PC
: 3
5+
22
9.7
2
Mid
: 3
5+
25
0.0
7
PT
: 3
5+
27
0.4
1
PC
: 3
5+
33
2.5
0
Mid
: 3
5+
34
8.6
5
PT
: 3
5+
36
4.8
1
PC
: 3
5+
41
8.6
3
Mid
: 3
5+
44
1.1
6
PT
: 3
5+
463.6
8
PC
: 3
5+
72
7.8
3
Mid
: 3
5+
77
2.2
1
PT: 35+816.59
PC: 35+849.28
Mid
: 3
5+
865.9
1
PT
: 3
5+
88
2.5
5
P.I. 469
P.I. 470
P.I. 471
P.I. 472
P.I.
473
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
35+300
36+020
49
S= 1.849%
EV
CE
: 3
92
8.5
0
39
28
.8
8
39
29
.2
0
39
29
.4
9
39
29
.8
5
39
30
.4
0
39
30
.8
5
39
31
.1
2
39
31
.6
6
39
28
.8
6
39
29
.2
3
39
29
.6
0
39
29
.9
7
39
30
.3
4
39
30
.7
1
39
31
.0
8
39
31
.4
5
= 33.28m
= 40.00mLr= 260.23m
S= 1.85%
190.94m
60 35+ 880 35+ 900 35+ 920 35+ 940 35+ 960 35+ 980 36+ 000 36+ 020
3924
3926
3928
3930
3932
3934
3936
3938
3940
3942
3944
COTA TERRENO
COTA RASANTE
ALI NEAMIENTO HORI Z.
ALI NEAMI ENTO VERT.
PROGRESIVA
S=5.5
88%
PVI STA: 36+ 081.41
PVI ELEV: 3932.58
LVC: 60.00
BV
CS
: 3
6+
05
1.4
1
BV
CE
: 3
93
2.0
3
EV
CS
: 3
6+
11
1.4
1
EV
CE
: 3
93
4.2
6
39
31
.9
8
39
31
.0
8
39
32
.8
0
39
33
.8
8
39
34
.2
8
39
35
.8
8
39
31
.8
2
39
32
.2
1
39
32
.8
1
39
33
.6
6
39
34
.7
4
39
35
.8
6
S= 1.85%
190.94m60.00m
S= 5.59%
33.22m
36+ 040 36+ 060 36+ 080 36+ 100 36+ 120 36+ 140
00
N-7799500
N-7799400
N-7799500
N-7799600
N-7799400
N-7799500
N-7799400
N-7799500
N-7799300
N-7799400
N-7799500
N-7799300
N-7799400
N-7799300
N-7799400
N-7799200
N-7799300
N-7799400
E-1
97
70
0
E-1
97
40
0
E-1
97
50
0
E-1
97
60
0
E-1
97
70
0
E-1
97
10
0
E-1
97
20
0
E-1
97
30
0
E-1
97
40
0
E-1
97
50
0
E-1
97
60
0
E-1
97
70
0
E-1
97
00
0
E-1
97
10
0
E-1
97
20
0
E-1
97
30
0
E-1
97
40
0
E-1
97
50
0
E-1
97
E-1
97
10
0
35+
660
35+
680
35+
700
35+
720
35+740
35+76035+780
35+800
35+
820
35+
840
35+860
35+880 35+900 35+920 35+940 35+960 35+980 36+000 36+020 36+040 36+060 36+080 36+100 36+120 36+140 36+143
PC
: 3
5+
727.8
3
Mid
: 3
5+
77
2.2
1
PT: 3
5+
816.5
9
PC: 3
5+
849.2
8
Mid
: 3
5+
86
5.9
1
PT
: 3
5+
88
2.5
5
EP
: 3
6+
14
2.7
8
P.I. 472
P.I. 4
73
Metros
1:1000
5025012.5
Consultora:
20
0
0
4
40
2
10 30 50
-1
-10
1 3 5
Nº de Lámina:
Título:
DE:
A:
Progresivas:TRAMO:
GERENTE DE PROYECTO: FECHA FIRMA
TOPOGRAFIA:
Proyecto:
SUPERVISOR:
LAJA RANCHO MOLLO - TACARA - CHICHUYO
HORIZONTAL
VERTICAL
Escalas: 1: 1000
1: 100
36+040
36+140
50