Perfil Estatigrafico Final.-a1 Canteras.pdf
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C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-0 C-08
C-09
C-10
C-11
C-12
C-13
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-0 C-08
C-09
C-10
C-11
C-12
C-13
00+000
00+500
01+000
01+500
02+000
02+500
03+000
03+500
04+000
04+500
05+000
05+500
06+000
C-15
C-16
C-17
C-18
C-19
C-20
C-21
C-22
C-23
C-24
C-25
C-26
C-14
C-15
C-16
C-17
C-18
C-19
C-20
C-21
C-22
C-23
C-24
C-25
C-26
06+500
07+000
07+500
08+000
08+500
09+000
09+500
10+000
10+500
11+000
11+500
12+000
12+500
C-14
C-
0.00 0.10 0.20 0.30 0.40 0.50
Profundidad (m)
0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40 1.50
CALICATA N° PROGRESIVA (KM) LADO
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
PROFUNDIDAD DE CALICATA (m)
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
0.00-0.80
0.00-0.90
0.00-0.70
0.00-1.50
0.00-0.10
0.00-0.30
0.00-0.30
0.00-0.10
0.00-0.30
0.00-0.15
0.00-0.30
0.00-0.50
0.00-0.50
0.00-0.60
0.00-0.30
0.00-0.20
0.00-0.30
0.00-0.30
0.00-0.20
0.00-0.20
0.00-0.20 0.00-0.20
0.00-0.20
0.00-0.15
0.00-0.30
0.00-0.30
7.6
1.2
6.1
15.5
7.8
5.7
3.3
1.3
4.9
7.6
2.2
1.4
3.3
2.4
3.4
3.1
2.1
3.4
3.4
59.6
72.0
45.1
96.5
59.6
65.9
45.3
51.6
42.5
54.3
37.4
78.5
53.0
44.4
44.4
51.9
51.2
51.1
13.8
15.3
5.4
61.6
10.8
24.7
5.0
10.6
10.4
14.0
8.0
7.3
14.3
9.3
9.4
12.5
14.9
CLASIFICACION AASHTO
A-1-a(0)
A-1-b(0)
A-1-a(0)
A-4(6)
A-1-a(0)
A-1-b(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-b(0)
A-1-a(0)
A-1-a(0)
CLASIFICACION SUCS
SM
SM
GW-GM
CL
SP-SM
SC-SM
GW
GP-GM
GP-GC
GM
GP-GM
L.L. (%)
19.4
17.1
16.7
29.6
18.0
22.9
16.2
19.2
24.4
19.5
L.P. (%)
NP
NP
NP
20.7
NP
18.4
NP
16.9
18.8
I.P (%)
NP
NP
NP
8.9
NP
4.6
NP
2.3
SALES (%)
0.18
0.08
0.04
0.03
0.06
0.04
0.10
0.08
CLORUROS (%)
0.0903
0.0406
0.0204
0.0151
0.0317
0.0204
0.0504
0.0398
SULFATOS (%)
0.0457
0.0202
0.0107
0.0077
0.0155
0.0103
0.0250
0.0199
PROFUNDIDAD (m) HUMEDAD NATURAL (%)
SW-SC
GC-GM
24.7
23.9
16.8
NP
5.6
2.7
0.07
0.12
0.0352 0.0180
0.0602 0.0312
A-1-a(0)
A-1-a(0)
2.9
2.4
2.6
1.0
2.8
2.5
2.7
53.8
51.9
49.5
43.4
28.1
51.1
50.1
54.9
13.3
6.1
14.9
3.2
12.1
8.8
11.0
17.2
7.5
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-2-6(0)
A-1-b(0)
A-1-a(0)
GC-GM
GC-GM
SW-SM
GM
GW
GC-GM
GP-GM
GP-GC
GC-GM
SW-SM
A-1-a(0)
A-1-a(0)
GP-GC
GP-GM
GC-GM
24.7
23.7
20.6
24.1
23.1
23.7
22.6
20.9
20.7
23.5
19.6
23.1
24.8
16.3
18.6
18.8
18.4
NP
18.9
18.7
18.6
18.6
17.9
17.3
18.3
17.2
12.4
18.6
NP
NP
5.3
5.9
5.3
NP
5.2
4.4
5.1
3.9
3.1
3.3
5.2
2.4
10.7
6.2
NP
0.06
0.12
0.09
0.11
0.14
0.13
0.10
0.14
0.05
0.12
0.06
0.06
0.06
0.06
0.06
0.06
0.0252
0.0608
0.0317
0.0317
0.0317
0.0317
0.0317
0.0317
0.0308
0.0606
0.0457
0.0555
0.0152
0.0302
0.0228
0.0280
0.0713 0.0358
0.0657
0.0502
0.0700
0.0330
0.0257
0.0351
0.0127
0.0311
0.0155
0.0155
0.0155
0.0155
0.0155
0.0155
PROCTOR ( MDS/OCH)
-
-
-
1.83/14.28
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CBR al 95%/100% del MDS
-
-
-
5.21/7.20
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.50-1.50
0.50-1.50
0.60-1.50
0.20-0.90
0.20-1.00
0.20-1.50
0.20-1.50
0.80-1.50
0.90-1.50
0.70-1.50
-
0.10-1.50
0.30-1.50
0.30-1.50
0.10-0.60
0.30-1.50
0.15-1.50
0.30-1.50
16.2
2.4
5.0
-
14.8
1.6
4.7
3.4
2.6
2.4
1.3
3.6
2.9
97.2
95.0
97.8
-
96.6
54.3
98.6
45.2
58.0
84.7
78.6
44.8
66.3
31.0
15.8
-
59.9
12.7
58.8
2.0
3.6
9.1
7.1
6.3
CLASIFICACION AASHTO
A-4(7)
A-2-6(1)
A-1-b(0)
-
A-4(5)
A-1-a(0)
A-4(5)
A-1-a(0)
CLASIFICACION SUCS
CL
SC
SM
-
CL
GM
CL-ML
GP
SP
L.L. (%)
30.0
19.0
15.9
-
29.5
20.6
25.9
16.8
L.P. (%)
21.1
3.5
NP
-
20.7
17.2
19.2
I.P (%)
8.9
15.5
NP
-
8.8
3.4
0.16
0.12
0.03
-
0.04
CLORUROS (%)
0.0808
0.0612
0.0154
-
SULFATOS (%)
0.0411
0.0305
0.0078
PROCTOR ( MDS/OCH)
1.84/15.01 1.90/10.93 1.93/10.78
PROFUNDIDAD (m) HUMEDAD NATURAL (%)
SALES (%)
4.42/7.11
LEYENDA
CBR al 95%/100% del MDS
6.48/11.21 7.71/11.14
SW -SM Arena bien gradada con limo y grava
EMP ASFALTOS
GM Grava Limosa
0.20-1.50
0.30-1.50
0.30-1.50
0.20-0.80
0.15-1.50 0.30-1.50
A-1
0.3
3.5
2.6
81.4
81.0
72.0
11.9
23.1
7.6
22.3
A-1-b(0)
A-1-b(0)
A-1-b(0)
A-1-b(0)
A-1
SP-SM
SC-SM
SW-SM
SC-SM
SC
3.4
2.6
3.3
2.4
3.3
3.7
10.4
4.0
3.3
3.7
3.3
42.5
32.8
44.2
47.0
47.3
50.5
35.1
99.9
68.2
62.3
78.4
2.6
9.9
6.2
4.2
3.7
5.1
3.9
34.5
6.4
9.7
A-1-a(0)
A-1-a(0)
A-2-4(0)
A-1-b(0)
A-1-b(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
SW-SM
SW-SM
GW-GM
GP
GP-GM
GW-GM
GW
GP
GW-GM
GW
SC
SP-SM
SP-SC
15.6
17.4
16.8
20.0
15.1
21.1
21.0
16.0
15.9
18.6
17.5
29.3
14.4
21.9
20.6
21.8
18.8
24.3
NP
NP
NP
NP
17.1
NP
17.4
17.7
NP
NP
NP
NP
21.0
NP
17.7
17.6
17.5
16.5
18.7
6.7
NP
NP
NP
NP
2.9
NP
3.7
3.3
NP
NP
NP
NP
8.4
NP
4.2
3.0
4.3
2.3
5.6
0.02
0.07
0.05
0.03
0.10
0.14
0.10
0.07
0.08
0.06
0.08
0.06
0.08
0.05
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.0200
0.0108
0.0352
0.0260
0.0150
0.0500
0.0711
0.0502
0.0348
0.0404
0.0307
0.0412
0.0302
0.0401
0.0248
0.0638
0.0638
0.0638
0.0638
0.0638
0.0638
0.0638
0.0
-
0.0099
0.0059
0.0133
0.0076
0.0250
0.0353
0.0254
0.0170
0.0202
0.0161
0.0210
0.0148
0.0203
0.0122
0.0315
0.0315
0.0315
0.0315
0.0315
0.0315
0.0
-
1.84/14.50 2.18/7.43
2.00/9.68
2.00/10.58 2.20/7.04
2.20/7.55
2.20/7.16
2.21/7.55
2.18/7.30
2.19/6.74
2.19/6.63
-
1.83/14.26 2.18/8.17
2.21/7.92
1.97/10.43 2.11/9.16
A-1-a(0)
0.30-1.50
0.00
A-1-b(0)
0.0177
A-1-a(0)
0.30-1.50
13+
0.0315
1.95/10.80 2.07/10.68 2.09/12.18 2.16/8.76
2.08/10.65 2.10/9.07
2.1
4.19/6.83 45.57/68.33 5.69/7.68 48.38/71.96 13.68/20.66 17.76/26.46 52.93/80.34 57.96/77.45 68.22/87.54 67.66/82.18 64.09/87.37 62.69/82.66 61.25/86.27 56.82/89.40 7.58/11.84 13.72/26.63 7.95/11.77 15.18/23.88 15.37/25.39 29.47/39.07 20.82/35.17 25.15/33.79 23.5
GP-GM Grava mal gradada con limo y arena
SM Arena Limosa
GW-GM GP GW GC-GM Grava bien gradada Grava bien gradada Grava Arcillosa con Grava mal gradada con limo y arena con arena con arena presencia de Limo
PROYECTO: "MEJORAMIENTO DE LA OYÓN - AMBO, TRAMO II: DESVÍO CERRO DE PASCO (KM 181 + 000) - DV. CHACAYÁN (KM 230 + 000)" DEPARTAMENTO: PROVINCIA: DISTRITO:
PASCO DANIEL ALCIDES CARIÓN YANAHUANCA
CL Arcilla
GP-GC Grava Mal Graduada con presencia de Arcilla
CL-ML con presencia de limo
SC Arena Arcillosa
GC Grava Arcillosa
SP-SM Arena mal gradada con limo y grava
SP Arena Arcillosa
SW-S Arena bien con prese Arci
SOLICITANTE: CHINA GEZHOUBA GROUP COMPANY LIMITED SUCURSAL PERU
PLANO: PLANO PERFL ESTRATIGRÁFICO - SECTORES: I, II, III
DIBUJO:
FECHA:
SERVICIOS DE LABORATORIOS DE SUELOS Y PAVIMENTOS S.A.C.
FEBRERO - 2019
SISTEMA DE CUADRICULA: UTM (WGS 84)
ESCALA: GRÁFICA
LAMINA:
1m
1m
P PE 01
C-02
C-03
C-04
C-05
C-06
C-07
C-0 C-08
C-09
C-10
C-11
C-12
C-13
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-0 C-08
C-09
C-10
C-11
C-12
C-13
00+000
00+500
01+000
01+500
02+000
02+500
03+000
03+500
04+000
04+500
05+000
05+500
06+000
C-15
C-16
C-17
C-18
C-19
C-20
C-21
C-22
C-23
C-24
C-25
C-26
C-14
C-15
C-16
C-17
C-18
C-19
C-20
C-21
C-22
C-23
C-24
C-25
C-26
06+500
07+000
07+500
08+000
08+500
09+000
09+500
10+000
10+500
11+000
11+500
12+000
12+500
C-14
C-
0.00 0.10 0.20 0.30 0.40 0.50
Profundidad (m)
0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30 1.40 1.50
CALICATA N° PROGRESIVA (KM) LADO
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
Der.
Izq.
PROFUNDIDAD DE CALICATA (m)
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
0.00-0.80
0.00-0.90
0.00-0.70
0.00-1.50
0.00-0.10
0.00-0.30
0.00-0.30
0.00-0.10
0.00-0.30
0.00-0.15
0.00-0.30
0.00-0.50
0.00-0.50
0.00-0.60
0.00-0.30
0.00-0.20
0.00-0.30
0.00-0.30
0.00-0.20
0.00-0.20
0.00-0.20 0.00-0.20
0.00-0.20
0.00-0.15
0.00-0.30
0.00-0.30
7.6
1.2
6.1
15.5
7.8
5.7
3.3
1.3
4.9
7.6
2.2
1.4
3.3
2.4
3.4
3.1
2.1
3.4
3.4
59.6
72.0
45.1
96.5
59.6
65.9
45.3
51.6
42.5
54.3
37.4
78.5
53.0
44.4
44.4
51.9
51.2
51.1
13.8
15.3
5.4
61.6
10.8
24.7
5.0
10.6
10.4
14.0
8.0
7.3
14.3
9.3
9.4
12.5
14.9
CLASIFICACION AASHTO
A-1-a(0)
A-1-b(0)
A-1-a(0)
A-4(6)
A-1-a(0)
A-1-b(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-b(0)
A-1-a(0)
A-1-a(0)
CLASIFICACION SUCS
SM
SM
GW-GM
CL
SP-SM
SC-SM
GW
GP-GM
GP-GC
GM
GP-GM
L.L. (%)
19.4
17.1
16.7
29.6
18.0
22.9
16.2
19.2
24.4
19.5
L.P. (%)
NP
NP
NP
20.7
NP
18.4
NP
16.9
18.8
I.P (%)
NP
NP
NP
8.9
NP
4.6
NP
2.3
SALES (%)
0.18
0.08
0.04
0.03
0.06
0.04
0.10
0.08
CLORUROS (%)
0.0903
0.0406
0.0204
0.0151
0.0317
0.0204
0.0504
0.0398
SULFATOS (%)
0.0457
0.0202
0.0107
0.0077
0.0155
0.0103
0.0250
0.0199
PROFUNDIDAD (m) HUMEDAD NATURAL (%)
SW-SC
GC-GM
24.7
23.9
16.8
NP
5.6
2.7
0.07
0.12
0.0352 0.0180
0.0602 0.0312
A-1-a(0)
A-1-a(0)
2.9
2.4
2.6
1.0
2.8
2.5
2.7
53.8
51.9
49.5
43.4
28.1
51.1
50.1
54.9
13.3
6.1
14.9
3.2
12.1
8.8
11.0
17.2
7.5
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-2-6(0)
A-1-b(0)
A-1-a(0)
GC-GM
GC-GM
SW-SM
GM
GW
GC-GM
GP-GM
GP-GC
GC-GM
SW-SM
A-1-a(0)
A-1-a(0)
GP-GC
GP-GM
GC-GM
24.7
23.7
20.6
24.1
23.1
23.7
22.6
20.9
20.7
23.5
19.6
23.1
24.8
16.3
18.6
18.8
18.4
NP
18.9
18.7
18.6
18.6
17.9
17.3
18.3
17.2
12.4
18.6
NP
NP
5.3
5.9
5.3
NP
5.2
4.4
5.1
3.9
3.1
3.3
5.2
2.4
10.7
6.2
NP
0.06
0.12
0.09
0.11
0.14
0.13
0.10
0.14
0.05
0.12
0.06
0.06
0.06
0.06
0.06
0.06
0.0252
0.0608
0.0317
0.0317
0.0317
0.0317
0.0317
0.0317
0.0308
0.0606
0.0457
0.0555
0.0152
0.0302
0.0228
0.0280
0.0713 0.0358
0.0657
0.0502
0.0700
0.0330
0.0257
0.0351
0.0127
0.0311
0.0155
0.0155
0.0155
0.0155
0.0155
0.0155
PROCTOR ( MDS/OCH)
-
-
-
1.83/14.28
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CBR al 95%/100% del MDS
-
-
-
5.21/7.20
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.50-1.50
0.50-1.50
0.60-1.50
0.20-0.90
0.20-1.00
0.20-1.50
0.20-1.50
0.80-1.50
0.90-1.50
0.70-1.50
-
0.10-1.50
0.30-1.50
0.30-1.50
0.10-0.60
0.30-1.50
0.15-1.50
0.30-1.50
16.2
2.4
5.0
-
14.8
1.6
4.7
3.4
2.6
2.4
1.3
3.6
2.9
97.2
95.0
97.8
-
96.6
54.3
98.6
45.2
58.0
84.7
78.6
44.8
66.3
31.0
15.8
-
59.9
12.7
58.8
2.0
3.6
9.1
7.1
6.3
CLASIFICACION AASHTO
A-4(7)
A-2-6(1)
A-1-b(0)
-
A-4(5)
A-1-a(0)
A-4(5)
A-1-a(0)
CLASIFICACION SUCS
CL
SC
SM
-
CL
GM
CL-ML
GP
SP
L.L. (%)
30.0
19.0
15.9
-
29.5
20.6
25.9
16.8
L.P. (%)
21.1
3.5
NP
-
20.7
17.2
19.2
I.P (%)
8.9
15.5
NP
-
8.8
3.4
0.16
0.12
0.03
-
0.04
CLORUROS (%)
0.0808
0.0612
0.0154
-
SULFATOS (%)
0.0411
0.0305
0.0078
PROCTOR ( MDS/OCH)
1.84/15.01 1.90/10.93 1.93/10.78
PROFUNDIDAD (m) HUMEDAD NATURAL (%)
SALES (%)
4.42/7.11
LEYENDA
CBR al 95%/100% del MDS
6.48/11.21 7.71/11.14
SW -SM Arena bien gradada con limo y grava
EMP ASFALTOS
GM Grava Limosa
0.20-1.50
0.30-1.50
0.30-1.50
0.20-0.80
0.15-1.50 0.30-1.50
A-1
0.3
3.5
2.6
81.4
81.0
72.0
11.9
23.1
7.6
22.3
A-1-b(0)
A-1-b(0)
A-1-b(0)
A-1-b(0)
A-1
SP-SM
SC-SM
SW-SM
SC-SM
SC
3.4
2.6
3.3
2.4
3.3
3.7
10.4
4.0
3.3
3.7
3.3
42.5
32.8
44.2
47.0
47.3
50.5
35.1
99.9
68.2
62.3
78.4
2.6
9.9
6.2
4.2
3.7
5.1
3.9
34.5
6.4
9.7
A-1-a(0)
A-1-a(0)
A-2-4(0)
A-1-b(0)
A-1-b(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
A-1-a(0)
SW-SM
SW-SM
GW-GM
GP
GP-GM
GW-GM
GW
GP
GW-GM
GW
SC
SP-SM
SP-SC
15.6
17.4
16.8
20.0
15.1
21.1
21.0
16.0
15.9
18.6
17.5
29.3
14.4
21.9
20.6
21.8
18.8
24.3
NP
NP
NP
NP
17.1
NP
17.4
17.7
NP
NP
NP
NP
21.0
NP
17.7
17.6
17.5
16.5
18.7
6.7
NP
NP
NP
NP
2.9
NP
3.7
3.3
NP
NP
NP
NP
8.4
NP
4.2
3.0
4.3
2.3
5.6
0.02
0.07
0.05
0.03
0.10
0.14
0.10
0.07
0.08
0.06
0.08
0.06
0.08
0.05
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.0200
0.0108
0.0352
0.0260
0.0150
0.0500
0.0711
0.0502
0.0348
0.0404
0.0307
0.0412
0.0302
0.0401
0.0248
0.0638
0.0638
0.0638
0.0638
0.0638
0.0638
0.0638
0.0
-
0.0099
0.0059
0.0133
0.0076
0.0250
0.0353
0.0254
0.0170
0.0202
0.0161
0.0210
0.0148
0.0203
0.0122
0.0315
0.0315
0.0315
0.0315
0.0315
0.0315
0.0
-
1.84/14.50 2.18/7.43
2.00/9.68
2.00/10.58 2.20/7.04
2.20/7.55
2.20/7.16
2.21/7.55
2.18/7.30
2.19/6.74
2.19/6.63
-
1.83/14.26 2.18/8.17
2.21/7.92
1.97/10.43 2.11/9.16
A-1-a(0)
0.30-1.50
0.00
A-1-b(0)
0.0177
A-1-a(0)
0.30-1.50
13+
0.0315
1.95/10.80 2.07/10.68 2.09/12.18 2.16/8.76
2.08/10.65 2.10/9.07
2.1
4.19/6.83 45.57/68.33 5.69/7.68 48.38/71.96 13.68/20.66 17.76/26.46 52.93/80.34 57.96/77.45 68.22/87.54 67.66/82.18 64.09/87.37 62.69/82.66 61.25/86.27 56.82/89.40 7.58/11.84 13.72/26.63 7.95/11.77 15.18/23.88 15.37/25.39 29.47/39.07 20.82/35.17 25.15/33.79 23.5
GP-GM Grava mal gradada con limo y arena
SM Arena Limosa
GW-GM GP GW GC-GM Grava bien gradada Grava bien gradada Grava Arcillosa con Grava mal gradada con limo y arena con arena con arena presencia de Limo
PROYECTO: "MEJORAMIENTO DE LA OYÓN - AMBO, TRAMO II: DESVÍO CERRO DE PASCO (KM 181 + 000) - DV. CHACAYÁN (KM 230 + 000)" DEPARTAMENTO: PROVINCIA: DISTRITO:
PASCO DANIEL ALCIDES CARIÓN YANAHUANCA
CL Arcilla
GP-GC Grava Mal Graduada con presencia de Arcilla
CL-ML con presencia de limo
SC Arena Arcillosa
GC Grava Arcillosa
SP-SM Arena mal gradada con limo y grava
SP Arena Arcillosa
SW-S Arena bien con prese Arci
SOLICITANTE: CHINA GEZHOUBA GROUP COMPANY LIMITED SUCURSAL PERU
PLANO: PLANO PERFL ESTRATIGRÁFICO - SECTORES: I, II, III
DIBUJO:
FECHA:
SERVICIOS DE LABORATORIOS DE SUELOS Y PAVIMENTOS S.A.C.
FEBRERO - 2019
SISTEMA DE CUADRICULA: UTM (WGS 84)
ESCALA: GRÁFICA
LAMINA:
1m
1m
P PE 01
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