81 LOTES MZ-C 265.

66
MZ-D 275.95

IMAGEN SATELITAL
8.8
5
Car
r ete
1 8.8 ra
5

8.8

VEN 95.70 m
2 5

2
22.4

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3 8.8

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5

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D 8.81

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3

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20.0
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20.0
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0
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20.0
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20.0
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8.00
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m

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21.9 21.9

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75.4 7m 20.0 A-1

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m
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75.2 5m 20.0 A-1

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m 8.00

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8.00

20.0
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cia
175

le 2
3m 20.0 A-1 2

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59

9.00
1 7.68
m VEN.88 m
Mz-C
20 IDO 6
22

9.00
21.8 10

den
21.8 A-1 DID 7.68
8.00

20.0
8.00

6 9 8 A-1
Cal 20.0 O
59.87

Cam
8.00
7 1
8.00

VEN 9.54 m
8.00

21.8 21.8 m² 1 7.68

23.03

8.00

9.00
9

8.50
17 6 20.0 D 20.0
20.0 IDO

pen
A- 20.0

8.00
1

9.00
A-1 1 75.0 1 1
A-1 1 A-1 4 A
74.8 3m 20.0

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1m 1 59.87 79.54 - 192
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1 VEN NDID m

9.00
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Inde
21.8 21.8 11 A-1 DID DID 7 O

0
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9.00
9
8.00

4 6 59.89 20.0 O O 22.62

8.00

8.5
8.00
8.00

21.8 m² 1 A-1 20.0

VEN 79.58 m 1

8.00
16 4 20.0 22.62

8.50
A-1 20.0

8.00
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9.00
IDO 2 0.01

le la
A-1 74.8 1

9.00
74.6 1m 20.0 A-1 20.0 5
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89.32

a
18 VEN 9 m 20.0 79.60 m

8.00
12 m

anz
21.8 A-1 2 VEN

Cal
D
20.0 IDO 10
Mz-B
8.00

0
1 59.91 20 8

8.00
DID 22.21

8.5
8.00

9.00
21.8 m² 1 O
9.03

21.8 A-1 2 0.02

8.00
1 4 20.0 59.63

per
15 A-1 20.0 22.21

8.00
2 m

8.50
1

8.00
A- 74.6 20.0 20.02

8.00
0m 20.0 A-1
8.00

2.97 194 59.91 2 6

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s
m m 8
17 20.0 59
VEN .67 m VEN 5.81 m

8.00
21.8

le E
12.9 13 A-1 2
8.00

1 59.92 11 D
19 21.80 IDO
8.87

8.00

0
6 20.0 DID 9

8.5
m²
8.87

1 O

8.00
21.8 A-1 20.0
8.00

20.0 5
1 VEN 9.70 m 3

Cal
20.0
8.00

5.85 2
Mz-A
A-1 1 21.80

8.00

8.50
91.1 20.0 DIDO 20.0

8.00
20.0 A-1
8.00

9m 2 59.92 3 3 7
16 m A-1 A-
20.0 59.7
VEN182.29 m

8.00
21.7 14 A-1 12 3 VEN 3 m
8.68

59.94 18

8.00
8 20.0 DID 10 D

0
m² 2 20.0 O 21.39 IDO

8.00
A-1

8.5
8.00

20.0 59.74 3
20.0
8.00

2 2 m

8.00
20.03 20.0 21.39

8.50
A-1

8.00
20.0
8.03

2 59.94 3 8
VEN A-1 A-1
15 DIDm 20.0 5
VEN9.77 m

8.00
CUADRO DE LOTES 3 78.77
A-1
20.0 O 13 17 DID m
8.00
68.85 11

0
2 O

8.00
m² A-1 20.98

8.5
59.77 20.0
8.85

AREA (m²)
# LOTEMANZANA PERIMETRO (m) 20.0 20.0 V END m 3
8.85

0 2

8.00
20.04 ID O 20.0 20.98

8.00

8.50
A-1 3
1 MZ-A 156.13 55.67 85.2 A-1 9

ino
20.04 59.8
VEN 0 m ²
A-1
8.00
DID 16 VEN 2 m 75.26
14 DID 12 m
2 MZ-A 155.86 55.67 O
9.64

18.5 A-1 20.0 O

8.00

0
Cam
59.81

8.5
4 4 20.57
m

8.00
3 MZ-A 155.59 55.67 20.0 20.0 20.57

8.00
1.46 4 4

8.50
A-1
7.11

59.86 10
4 MZ-A 192.84 62.65 m A-1
71.74
15 13
A-1 m

8.00

0
5 MZ-A 189.32 61.83 51.50 20.0

8.5
m 4 20.16

8.05
20.0
0 20

8.05
6 MZ-A 185.81 61.01 .04 2 0.16

8.50
A-1
70.31 11

2
A-1

0.3
7 MZ-A 182.29 60.19 m² 71.71
14 m

8.99

8.11
20.0
8 MZ-A 178.77 59.37 0 20
.04
20.57
20.57
9 MZ-A 175.26 58.55

8.47
EJE DE VIA
12 LP
A-1
10 MZ-A 171.74 57.72 89.83
m
CUADRO DE AREAS TOTAL CALZADA

9.83
11 MZ-A 171.71 57.66 21.0
0
12 MZ-A 189.83 59.87 ACERA

AREA = 17,274.68 m2 CALCULO INDUCTIVO DEL ÁREA TOTAL

DESCRIPCION SEGUN USOS AREA (m²) PORCENTAJE %

PERIMETRO = 559.61 ml. AREA UTIL 15,290.34 (88.51 %)
AREA PARA VIAS 1,984.34 (11.49 %)
AREA TOTAL 17,274.68 (100.00 %)