Manzanas Los Jardines B' 01
Uploaded by
Jesus LazaroManzanas Los Jardines B' 01
Uploaded by
Jesus LazaroN.
S/
LE .00
m
AB 6.00 90
A= .00
2
m
OZ
.00
15 0
6.00
3
.00
.0
15
15
6.00
15 0
DIAMOND CONSTRUCTORA E INMOBILIARIA S.A.C.
m
RR
90
.0
2
PU-1
.00
m
.00
15
2
.00
A=
90
A=
0
CA
.0
15 0
0
.0
90
15 0
2
6.0
6.00
.00
.0
15
UNIDAD BÁSICA CON ESTACIONAMIENTO
2
.00 15
0
A=
0m 0m
0.0
15 6.00
.00
NO
0.0 0.0
6.00
2)
9
9 9
15
A= A=
O
A=
MI
6.00
0m
.00 6.00
.00 00
1 15 0 2
6.00
6.
6.00
2
m
.0
0.0
m
H.U. " LOS JARDINES DE HUANCHACO"
15
CA
.00
0
90 6.00
0.0
,44
15
Nº DE PLANO:
A= 6.00
2
.00
m
9
0
.00
.00
6.0
6.00
16
=1
15
.00
6.00
A=
15 0 2
15
6.00
.0
5 0m
2
m
.00
0
15
15 0
(A
=9
.0
0.0
.00
2
10
15
.00
15
0m 9
A=
A
0.0
90
6.00
6.00
.00
9 .00
15
6.00
A= .00 15 0 2
11
A=
15
6.00
.0
6 0m
15 0
6.00
.0 15
6.00 15 2
0.0 6.00
m 9
4 .00 A= 12
90
6.00
.00
6.00 14 6.00
6.00
A= .00 15 0
2
2
6.00
m
.0
.00
7 0m
15 0
6.00
3 .0 15
.00
15
6.00
15 2
0.0
15 0
m 9
.0
2
90
A=
.00
m
.00
LA LIBERTAD-TRUJILLO-HUANCHACO-
15
2 90 .00 6.00
.00
13
A=
A= .00
6.0
15
PLANO DE LOCALIZACIÓN
6.00
15 0
0
3
.0
90
8
6.0
15 0
m
.00
6.00
.0
)
15
2 2
.00 15 6.00
m2
.00
A=
0m 0m
2
m
15 6.00
.00
0.0 0.0 2
90
.00
9 6.00 9
.00
15
6.00
A= A=
PREDIO LOTE VD. 18-III-A
15 0
.00
0
A=
VIGILA
90
.0
6.0
m
A
6.00
.00
NCIA
.00 6.00 15 0
.00 00
1 9
15
40
2
0.90x
.0 .00
2.10
.00
15 0
m.
2 2
A=
6.00
6.
0.65X2.10
6.00 15
2
BAÑO
m
.0 m 15 m
0m .00
1,4
.00
15
.00
= 90
0
90 6.00 0.0 90
0.0
15
9
15
A= A= A=
2
6.00 .00
=
.00
6.00
0m
.00
9
0
1
.00
.00 15
6.0
16 (A
6.00
15
A=
15 0 2
6.00
15 0 2
0.0
15
6.00
.0
.0
0m
15 0m
2
m
15
15 0
0.0 6.00
9
.0
0.0
.00
10 9
.00
15
9
A=
A= A= 6.00
6.00
.00
0
90
6.00
6.00
16
.00
6.0
.00
6.00
6 15 15 0 2
6.00
11
UBICACIÓN Y LOCALIZACIÓN
2 15 0 2 .0
A=
.00
15
6.00
5 0m
2
.0 .00 15
15 m 15 0m 2
0.0
.00
15
0.0 6.00 9
0m
E S A=
90
A=
9
12 .0 A=
0
90
.00
.00
6.0
6.00
6.00
15
0
.00 .00
14 A= .00
6.0
MIN
7 6.00 15 0 2
MZ- B' LOTE 01
6.00
15
15 0 2 15 0 2
6.00
.0
6.00
15 0 6 m
6.00
.0
JULIO-2024
6.00 m .0 15
15 m 6.00
.0
.00
: VALLE MOCHE
15
.00
AZ
2
.00
15
90 0m 90
: HUANCHACO
5
INDICADA
A=
90 4 A=
J 6.00 A= 0.0 .00
6.00
9
.00 6.00 14
LLE
6.00
.00 A=
13
2
.00
m
15 0
2
2
8
6.00
m
.00
15 0 15
6.00
2
4 .0
.00
6.00
15 0 7 0m
6.00
.0 3
.00
m 15
.00
15
.0
: LA LIBERTAD
15
.00
CA
15
6.00 15 2
0.0
15 .00
6.00
15 0
90 0m 9
90
2
0m
90
.0
2
A=
.00
B A= 90.00 m
.00
15
90 m2
3 A= 0.0
15
2
A=
.00
0
9
13
A=
.00
6.0
0
.0
6.00 A= .00
6.0
15 0
15
9
6.00
15 0
15 0
0
.0
2
90
6.00
2
.00
0m
15 0 8
.0
6.0
2
m
6.00
.00
.0
15
2 m .0
15
15
42 m
.00
2 2
.00
A=
15
.00
0m 0m
0.0
6.00 90 15 6.00
15 0
6.00
.00
.0
2
A=
m
0.0 0.0
.00
90
6.00
9
15
6.00
6.00
9 9
15
.00 .00
6.00
2
.00
A= A=
0. PROVINCIA : TRUJILLO
A=
.00
A=
15 6.00 15 0 0
6.00
m 2
.00 00
A'
m1 .00
.00
6.00 15 0
.00 1 9
2)
.0
.00 00
ARQUITECTURA
90
.0
6.
6.00 15 15 0
2
0 2
m
2
6.00
15
15
6.
6.00
2
m
90 0.0 .0 m m
A=
A= 9 15
.00
0m
.00
0
.00
.00
.00 6.00
6.0
1 A= 90 6.00 90
15
15 0
15
6.00
6.00
2
.00
.00
ESCALA:
A=
m
A=
2
6.00
90
0.0
.0
2
.00
m
.00
=9
15 m 15
6.00
6.00
.00
15
.00 15
16
0
.00
6.00
15
.00
.00
6.00
A=
FECHA:
0.0
,62
15 0 2
90
15
6.00
15
6.00 .0
2
m
m
15 0
90
A=
m
15
15 0
S
.0
.00
6.00
.00
.00 11
.0
=1
.00
10
15
.00
18
A=
.00
15
LA
A=
15 0 90
6.00
2
.0
6.00 A=
2
90
m
0m
6.00
90
15
15 0
6.00
6.00
(A
.00
6.00
.00 .00
.0
15
.00
12 6 11
15
90
A=
2 15 0 2
.00
A=
6.00
15
5
.0
m .0 m .00
A= 6.00
15
.00
15
.00
0
90
15 2
.00 6.00
.00
6.0
17 90 90 m
AP
13 00
15 0
12 .00
6.00
15
A=
2
A= A=
PERÍMETRO DE LOTE :
.0
LOTE 01 MZ B'
:
0
15 m
6.00
.00 90
6.0
0 .00
14 A= .00
6.0
6. 6.00
0.0 15 0 2 7
6.00
15 0 2
6.00
15 0 6
AM
9
6.00
A= 14 00 6.00
.0
0m
.0
0m
S 15 15 6.00
.0 2
6.00
15
.00 0.0 0.0
16 5 0m
IRIO
15 0 6. 9 9 4
6.00
.0 2
6.00 A= A= 0.0
6.00
15
0m .00 6.00 9
6.00
L 13 .00 A=
2
m
.00
2
8
m
.0
.00
LLE
15 0
90 4 15
6.00
2
.00
6.00
LLE
.0 3 15 0 7
6.00
.00
0m .0
.00
15
A= 15
RAUL RICARDO RODRIGUEZ ASMAT
15
2
6.00 15
ESCALA: 1/2,000
.00
.00 0.0 6.00
.00
15 0m
90
2
m
90
CA
9
2
m
15
0
6.00
.00
15
3 A=
15
0.0
.0
CA
2
.00
A=
.00
9
15
A=
15
.00
6.0
6.00
6.00 A= .00
15 0
9
15 0
15 0 2
6.00
90
.0
6.00
2
DEPARTAMENTO
m
.00
90
8
2
15 0
.0
m
6.00
.00
.0
15
2 m .0
15
15
.00
2 2
.00
.00
15
A=
.00
A=
6.00 0m
AL
15
6.00
m
15 0
90
CAP: 6091
6.00
.00
.00
90
.0
2
A= 0.0 )
0m
.00
90
6.00 6.00
15
9
m2
6.00
90
15
.00 .00
PROPIETARIO :
A=
2
A=
A=
.00
A=
C
.0
m
AJ
10
15 6.00
6.00
15 0 2
.00 00
6.00
B'
.00 15 0
.00
.00 )
6.00
.0 1 9
90
m .0
0
6.
15
6.00
m2
15 0
2
90 .00
2
m
2
6.00
15
15
6.00
2
m
0.0
.0
A= 90 0m 0m
A=
15
0
.00
RV
.00
.00
.00 6.00
6.0
1 A= 0.0 6.00 0.0
UBICACION:
ÁREA DE LOTE
.00
15
,44
15 0 9 9
PROYECTO:
15
6.00
90
6.00 0
2
.00
2
0m
A= A=
90
.0 6.00
2
.0 .00
m
15 0
15 15
6.00
.0
m
6.00
.00
.00
.00
15
20
15
A=
=1
.00
6.00
16
.00
15
6.00
CA
A=
0.0
15 0 2
6.00
15
90
1,6
6.00 .0
0m
2
15 0
m
90
A=
m
15
15 0
.0
9
6.00
(A
.00
.0
.00 11 0.0 10
.00
15
18
.00
A=
.00
15
9
A=
15 0
6.00
2
= A=
AS
.0
6.00
2
90
15 m 6.00
0m
6.00
90
15 0
(A
N
.00
.00 .00
6.0
.0
15
.00
12 6 11
15
90 15 0 2
A=
.00 2
6.00
A=
15
.0
.00
RO
.0
A= 0m m
E
15 15
6.00
0
.00
90
15
6.00
.00
.00
6.0
17 0.0 90 0m
UID
LES
DISTRITO
9
13
15 0
6.00
12
15
A=
2
.0 A= A= 0.0
m
0
15 m 9
6.00
DE
.00
6.0
SECTOR
.00 6.00 .00
E 15 0 2 7 14 15 0 6.00 A=
6.00
2
6.00
AV
90 14
6.00
.0
0m
6.00 .0 m
A=
Q
15 15 6.00
.00
6.00
.00 0.0
CL
AL
6.00 m
16 15 0 5 9 90 4 .00
6.00
2
A=
OR
15
.0
6.00 A=
0m
6.00
.00 .00 6.00 90
13 A=
2
m
LLE
2
8
0m
.0
RC
.00
15 0 2
90 4 15
6.00
.00
6.00
6.00
.0 3
0
0m
15
A= 15
0.0
15
6.00
.0
.00
CA
.00 0.0 6.00
15 0
15
LLE
2
m
.0
90
9
2
15
m
.00
9
= 90 0
6.00
15
3 A=
15
.0
2
.00
A=
TO
0
15
A=
.00
6.0
0.0
6.00
15 0
9
15 0
15 0
.0
6.00
2
2
6.00
0
m
.00
.0
m
.00
CA
.0
15
2 0m
9
15
15 2
.00
.00
.00
0.0
A=
VIC
6.00 0m
A
C'
9 15
15 0
6.00
6.00
.00
.0
90
2
A=
m
0.0
2)
.00
90
6.00
15
9 6.00
6.00
15
.00 .00
0
A=
2
A=
D
A=
0.0
10
15 m 15 0
6.00
0
2
0m
6.00
.00
.00 6.00
6.0
.00 6.00 15
.0
0m 1
0
2
15 0
9
90 2
m
6.00
6.00
15
ARQUITECTO
m
0.0 .0
0.0
m
A=
A=
PLANO:
.00
9 15
0
.00
.00
.00
.00 6.00
6.0
A=
NID
1 6.00
15
,44
15 0 90
6.00
90
6.00 .00
2
m
15 .00
2
90
.0
A= 6.00
2
m
15 0
15 m
6.00
15
.0
6.00
.00
15
.00
.00
.00
.00 16
A=
=1
15
.00
A=
6.00 15 0
90 2
6.00
90
6.00 .0
0m
2
15 0
A=
0m
90
E
15
15 0
.0
6.00
(A
.00
.00 11
.0
0.0
.00
15
18
A=
.00
AV
15
9
A=
15 0
.0
6.00
A=
.0 2
6.00
2
90
m
15
90
15 0
m
0
.00
.00
.0
6.0
0 15
.00
0.0 1200
.00
11
15
15 0 2
A=
A=
6.00
15
9 .0
A= 15 0m
90
6.00
6. 6.00
.00
.00 0.0
17 15 0
13 9
6.00
12
A=
15
2
.0 A=
ES
15 m
6.00
.00 6.00
14 .00 6.00
9
90 15 0 2
6.00
14 00
UC
.0
N
A= 15 m
0
.00 .00
6.0
16
SA
90
00
15 0 6.
6.00
2
A=
.00
.0 01
RESPONSABLE:
15 m
LLE
.00
30
.00
.00 54
) 13 15
m2
6.00
PROFESIONAL
90
A=
CA
.00 6.00
15 15
0
6.00
0
0.0
2
A=
.00
CR LICAm2
D' CIÓN
6.00
,62
B 0
PÚ ,620.0
2
.00
1
=1
15 m
.00
6.0
.00
90
1
EA
15
(A A=
A=
15
.00
6.0
1 15 0 2
6.00
.0
15 0m
m
0.0
RE
9
A=
0
.00
16 15 0
6.00
.0
0m
6.0
15
.00
9 0.0
A=
90
A= 14 S
.00
.00 0
16 6.0 IO
6
15 00
LE
LIR
0
. 2
6.0
15 0
0m 6.0
L
LLE
A
0.0 4
9
CA
C
A= .00 6.0
0
15 15
.00
3
6
15 0
3
2
0m
.0
.00
15
90°
2
.0
.00
0
0
6.0
=9
m
15
0 2
0
5.0
A
0m l
0.0
1
90°
4
0.0 m
= 9 .00
9
A 2
A=
4
0
0
90°
P= .00 6.0
2
6.0
1 15 00 2
0
.
6.0
15 m
.00
90°
90 0
A= 6.0
.00
18 .00
1
6
15 00
PLANO DE.00UBICACIÓN
2
0
.
6.0
15 m
2
m
.00
S
90
0 .0
A=
IDE
90
0
17 .00
6.0
15 00
ESC.: 1/20015
=
U
. 2
6.0
15 m
Q
.00
90
R O
A=
0
N .00
0
16
. 6
15 0
0
.0 2
6.0
LL
15
0m
0.0
CA
=9
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