Manzanas Jardines C 10
Uploaded by
Jesus LazaroManzanas Jardines C 10
Uploaded by
Jesus Lazaro.
/N
L ES
AB
OZ
RR
m
.00
0m
CA
90
0m
.00
0.0
.00
15 0
15
A=
0m m
.0
2
6.00
.00
.0
.00
15 6.00
.00
9
15
m
.00
NO
0.0 2
90
15
90 .00
.00
A=
9 6.00
15
6.00
0
A= A= .00 90
15 0
O
6.0
0
A=
MI
.0
90
2
6.0
0
A=
m
.00
.00 6.00 15 0 6.00
6.0
6.00
1 9
15
DIAMOND CONSTRUCTORA E INMOBILIARIA S.A.C.
.0 .00
15 0 .00
.00
2 2 2
6.00
A=
PU-1
6.00 15
2
m
.0 15 m
0m m 6.00 15
6.00
.00
15
.00 .00
Q
.00
90
.00
UNIDAD BÁSICA CON ESTACIONAMIENTO
0.0 6.00 6.00
2
90
m
90
15
9
15
A=
A=
A=
90
6.00 A=
2
.00
.00
m
15 0
.00
.00 6.00
6.0
.0
0
.00
.00 15 1
6.0
16
6.00
15
15
.00
0
A=
15 0
6.00
6.00
90
6.0
.00
15 0 2
m
2
6.00
.0 .0
5 15
0m m
2
6.00
90
.00
m
.00
15
15
15 0
.00
.00
A=
6.00
.0
0.0
.00
2
10
15
90
15
.00
15
A=
9
0m
90
6.00
2
15 0
m
A= A=
.0
0
.00
0.0 11
90
6.00 .00
6.0
6.00
15
.00
18
.00
.00
A=
9 15
6.0
6.00
15 0
6.00
11
H.U. " LOS JARDINES DE HUANCHACO"
A= .00 15 0 2 2
A=
6.00
15
5 .0
.00 6.00
2
.0
m
0m
6 15
0m
15 0
15 0
6.00
15
=9
.0
.0 2
.00
15
Nº DE PLANO:
6.00 6.00
2
0.0 .0 12
.00
15
15
0m 9 0m 90
12
A
4 A= .0 A= 6.00
90
0
0.0 90
.00
.00
6.0
0
17
0
.00
6.0
9
6.00 14 6.00 A= .00
S
6.0
0
13
15 0
A=
6.00
15
A=
.00
6.0
ELE
15 0 2
2
2
6.00
.0
m
15 0 6
6.00
.0
.00
15 0 7 15 m
0m .0
6.00
3 15 6.00 2
.00 6.00
.00
.0 15
15
15 2
0.0 m 90
AV
6.00
15 0
0m 9 4 .00 14 6.00
90
.0
A=
2
A=
m
.00
90
15
0.0 .00
6.0
2
CL
6.00 6.00
0
9 13 .00 A= 16 5
.00
A=
0
6.0
0
15 0
2
0m
6.00
A=
.0
.00
6.0
15 2
.00
6.00
.0
15 0 7
15 0
0
6.00
3 15 6.00
90
8 m
2
.0
6.0
15 0
m
.0
6.00
.00
.00
15
.0 15 2
LLE
15
0.0
2 2
15 6.00
15 0
.00
m 90 4
A=
.0
0m 0m
2
.00
m
.00
6.00
9
A=
15
.00
.0 0.0 2 90 6.00
90
.00
CA
15 .00
.00
90
A=
6.00
15
0
9
2
A=
15
0m
.00
6.0
0
15
A= A=
.00
6.00
15
15 0
.00
6.0
6.00
3
A=
90
8
2
.0
15 0
m
0
6.00
.00
6.00 15 0
6.0
.0
6.00
9
15
0.0
2 2
.0 .00 15 6.00
15 0
.00
2
A=
2
.00 6.00 15
2
LA LIBERTAD-TRUJILLO-HUANCHACO-
m
.0
0m
0m
.00
m
15 6.00
0m 0m .00
9
15
.00
15 .0 2
90
.00
90 90
.00
0.0
A=
6.00 0.0 6.00
.0
PLANO DE LOCALIZACIÓN
15
9 9 A= A=
15
.00
15 0
6.0
N
0
A=
A=
90
6.00 A=
2
.00
.0
6.0
90
2
m
15 0
0m
.00
.00 6.00 15 0
6.0
.0
0
6.00
1 9
15
.00
.00
6.0
15 .0
6.00
.00
15
0
A=
15 0 2 2 2
6.00
A=
6.00 15
2
0m
15 0 2
0.0
.0
.0
.0 15 m m 15 m 6.00
.00
0m .00 .00 .00
2
m
.00
R
90
15
15 0
6.00
9
.0
90 90
0.0
0.0 90
15
.00
10
PREDIO LOTE VD. 18-III-A
15
.00
15
A=
9
A=
A= 6.00 A= A=
2
.00
15 0
m
A= 6.00
9
.00
.0
6.0
0
.00
.00 15 1
90
6.00
6.0
0
16
6.00
15
.00
.00
A=
.00 15 0
6.0
15
6.00
6.00
6.0
15 0 2 2
6.00
.0
15 0 2
11 .0
A=
15
5 15
0m m
2
90
.00
m
.0 15
15 0
15 m .00 6.00
.0
.00
AS
.0
.00
2
10
15
6.00 90 90
.00
15
A=
90 0m 6.00
2
m
12 A= A=
0
A= .0 .00
0
6.00
6.0
0
6.00
90
.00
.00 18
.00
6.0
15
0
=9
0
.00 15 0
EN
6.0
14
6.00
A= .00 11
6.0
6.00 15 0 2 2
6.00
.0
15
15 0 .00 1
2
2
90
.0
6.00
6 m 15 m
15 0
15 0
A
6.00
.0 15
.00
.0
0m .00
.0 2
.00
15 6.00 2 6.00 15
.00
15
15 m 90
A=
90 m2
0.0 0m 90
UC
12 .00
42 ml
9 4 A= A=
90
0
A= 0.0 90
.00
.00
6.0
0
6.00
.00 17
6.0
9
UBICACIÓN Y LOCALIZACIÓN
6.00 14 6.00 A= .00
6.00
.00 15 0
13 A=
6.00
15
A=
.00 15 0 2
2
2
m
6.00
15 0 2 .0
6.00
ES
15
.00
.0
6.00
15 0 7 m .0 15 m
6.00
3
Z
15
.00
2
.00
.00
.0 15
15
15 2
0m 90
EA
90
UC
6.00
15 0
0m 14
90
.0
A=
2
A= .0
B A= 90.00 m .00
6.00
90
15
0.0 .00
6.00
2
33.0001
.00 16 6.00
13 A=
SA
9 .00
A=
15 0
ABRIL-2024
6.00
A= .00
6.0
15 2
6.00
15 0 3 .0
15 0
VALLE MOCHE
6.00
0
15
L
8
2
m
.0
15 0
6.0
.0
LE
6.00
.00
.00
.0 2
HUANCHACO
15
15
INDICADA
2 2
L
.00 15
.00
m 90
15 0m 6.00 0m .00 L
CA
A=
CA
.00
0.0 0.0 90
90
.00
6.00
6.00
9 9 A= .00 15
15
M CIÓN
0
15
A= A=
6.00
.00
6.0
A=
EA A
2
4
LA LIBERTAD
m
15 0
6.00
0
30.0000
.00 6.00
6.0
15 0 .0
6.00
1 .0 9 2
RE ÚBLIC
15
P 990.00
15 0 2 2
6.00
6.00 15
2
0m
0m
.0
15 0m 0m 0.0
.00
.0 6.00 0.0 9
90
0.0
6.00
9 A=
15
.00
0
A= 6.00 A=
2
.00
6.0
0m
.00
A=
15 0
9
6.00
0
.00 15 5
6.0
16 .0
6.00
.00
.00
15
A=
2 2
CR
15 0 2 15
0.0
6.00
m 15 m
15
.0
AREA TOTAL PERIMETRICA :
m .00
.00
2
0m
15
15 0
.00
AS
9
.0
90 90
.00
10
TRUJILLO
6
90
AREA TOTAL DE TERRENO :
15
A=
A= .00 A=
0.0
A=
ARQUITECTURA
15 .00
6.00 1
6.00
6.00
.00
.00 15 0
OL
15
6.00
9
6.0
.0 2
15 0 2
11
6.00
A=
15
5 15 m
.0 .00
15 0m 6.00
15 2 .00
90
ESCALA:
.0 m
90
AP
A= 12 .00 A= .00
90
0
18
FECHA:
0
6.0
0
.00 15 0
6.0
30.0000
6.00
14 6.00 A= .00
6.0
15 0 5 .0
2 .00
6.00
15 0 6 15 m
AM
6.00
.0
15 0m 6.00 15
.0 2 15 2
.00
0.0 m 90
33.0001
9 4 0m .00 A=
A= 0.0 90
17
0
0
6.00 9 A= .00
6.0
6.0
.00 A=
13
6.00
.00
6.0
2
8
m
6
LE
15 0
6.00
15
.00
6.00
15 0 7 .0 m
6.00
3 6.00 2
.00
.00
.0 15
15
15 2
6.00 0m 90
15 0
m 4
L
90
.0
A=
2
LOTE 10 MZ C
.00 .0
m
.00
90
15
CA
2 90 6.00
0
16
0
A=
.00
A=
.00
6.0
6.0
2
m
6.00
A= .00
6.0
9
.00
15 0 7
15 0
0
2
6.00
3
90
8
2
.0
6.0
15 0
m
.00
.0
6.00
.00
m
15
.0 2
15
0 2 2 15
.00 15 6.00
15 0
.00
0.0 m
A=
90
.0
0m 0m
2
L
.00
m
.00
RAUL RICARDO RODRIGUEZ ASMAT
9 15 6.00
15
.00
A= 0.0 0.0 2 90
90
JA
.00
A=
6.00
0
0
9 9 A=
15
.00
6.0
.00
0
6.0
A= A=
6.00
15 0
.00
6.0
0
A=
90
2 0 8
.0
15 0
6.0
15 0
0m
0
6.00
.00
1 6.00
ESCALA: 1/2,000
.00 15 0
:
6.0
.0
6.00
1 9
15
.0
:
m 2 2
:
.0 .00
VA
15 15
DEPARTAMENTO :
15 0
.00
A=
2 2
6.00
6.00 15
2
m m
m
0.0
.0 15
0m 0m .00 6.00
90 .00
.00
15
.00
MZ- C LOTE 10
.00
A= 0.0 6.00 0.0 90 6.00 90
9
15
6.00
9 9
LL
A= A=
15
0 .00
A=
A= A=
90
R
6.00
2
.0 .00
15 0
m
.00 6.00
6.0
15 0
.0
15
0
6.00
1 9
.00
.00 15
6.0
16
.0
6.00
15
.00
15 0
CA
A=
2 2
6.00
6.00 15
2
m
15 0 2 .0
6.00
CAP: 6091
.0 m 15 0m .00
m
2
90
m
.00
.00
15
15 0
0 0.0 6.00
.0
0.0 90
PROPIETARIO :
.00
10 9
15
.00
15
A=
9 A=
90
6.00 A=
2
.00
0m
15 0
A=
.0
0
.00
.00 15
0
90
6.00
6.0
0
16
ON
6.00
15
.00
6.0
6.00
A=
.00
6.0
15 15 0 2
.0
6
6.00
.00
2 15 0 2
11 .0
A=
6.00
15
5 0m
2
90
.00
0m
.0 15
15 0
0m 0m
UBICACION:
15 15
.0
.0
.00
2
10
PROYECTO:
15
0.0 0.0 6.00 90
15
A=
m
0.0
9 9 A=
ER
A= A= 12 .00 6.00
0
90
.00
.00
0
6.0
15
6.00
.00
6.0
.00
PROVINCIA
14 A= .00 11
6.0
7 6.00 15 0 2
6.00
A=
15
15 0 2 15 0
6.00
2 .0
6.00
LD
15 0 6 m
6.00
.0 .0 15
15 0m 15 0m 6.00 15
.0 2 .00 6.00
0.0 0.0 m 90
A=
9 9 4 .00 A= 12
CA
A=
0
90 .00
6.0
6.00
.00 6.00 14 6.00
0
.00 A=
13 .00
m
6.0
15 0
2
2
8
6.00
m
.00
15 0 2 15
6.00
.0
6.00
.00
15 0 7 m
48.0001
6.00
.0 3
.00
15
0m .00
.00
.0
15
15
DISTRITO
15
15 2
0.0 6.00 90
15 0
m
90
90
.0
9
2
.00 A=
m
.00
SECTOR
A=
15
2 90
A=
.00
0
TO
13
.00
A=
.00
6.0
A= .00
6.0
15
9
6.00
15 0
15 0
0
2
6.00
90
8
.0
15 0
6.0
0m
6.00
.00
.0 m .0
LES
15
15
.00
2 2
.00 15
VIC
A=
6.00 90 m m
0.0
15 6.00
.00 .00
.00
6.00 A= 90 6.00 90
9
0
2
15
0m
N
.00
6.0
A= A= .00
D
6.0
A=
EA A
6.00 15 0 0
6.00
2
6.00
m1 .00 6.00
CIÓ
15 0
6.00
.0 1 9
P ,440.0 1
.0
RE ÚBLIC
6.00 15
2
.00
15 0 2
m
2
6.00
A
6.00 15
2
m
.0
90 15 0m 0m
.00
.00
.00
.00
A= 0.0 .0
ID
6.00 90
15
9
15
90
.00
2
.00
m
A=
0
6.00 A=
2
.00
15 0
m
A=
=9
15
.0
0
6.00
.00
.00
15
.00 15
6.0
.00
EN
A=
16
6.00
15
.00
CR
L
15 0 2
15
6.00
.0
90
0m
15 0
m
90
m
15
15 0
.0
.00
11
.0
0.0
.00
10
15
.00
VE
A=
AV
15
A=
9
0.0
6.00 A=
90
6.00
0
.00
.00
ARQUITECTO
6.0
15
9
6.0
12 11
PLANO:
A=
15 0 2
A=
6.00
15
15
.0 m .00 5
6.00 .00 6.00
15 2
90 m
13 A= 12 .00
S 90
48.0000
0
6.00 .00
CE
6.0
30.0000
14 6.00 A= .00
6.0
15 0 2
6.00
15 0 6
6.00
.0
0m 6.00
.0
U 15
.0 15
0m
2
SA
90
00
A=
4 0.0
.00
01 9
A
LLE
6.00
0
30
.00
.00 A=
13 .00
6.0
54
2
m
15
.00
6.00
15 0 7
6.00
3
.00
.0
CA
15
15 2
6.00
15 0
m
0
CL
.0
2
.00
m
.00
=9
15
2 90 6.00
.00
2
0m
D' CIÓN
A= .00
N
6.0
A
EA A
15 0
0
3
90
8
2
.0
15 0
6.0
6.00
.00
0.0
.0
15
RE ÚBLIC
2 2
.00 15 6.00
.00
1
A=
m m
2
0m
,62
15 6.00
RESPONSABLE:
.00 .00
.00
2
90
90 6.00 90
1
15
0.0
0
PROFESIONAL
A= A=
15 0
.00
6.0
0
A=
A=
.0
6.0
E
0
.00
.00 6.00 15 0
6.0
9
6.00
1 9
15
2
P
.0 .00
CR
.00
15 0
A=
2 2
6.00
6.00 15
2
m
0m
.0 m m 15
.00
.00
15
.00 .00
90
.00
90 6.00 90
.0
90
15
A=
15
A=
A=
90
6.00 A=
2
.00
15 0
0
0m
.00
6.0
.0
6.00
1
.00
0 15
16
6.00
15
.0 15 0
A=
2
6.00
15 0 2
0.0
.0
6.00
.0 m 15 0m
2
0m
15
15 0
.00 0.0 6.00
LLE
9
.0
.00
90 10 9
15
A=
A= 6.00
0.0
5
A=
0
6.00 .00
6.0
6.00
16
.00
.00
6.0
15
9
6.0
15 0 2
6
6.00
.00
2 15 0 2
11 .0
A=
6.00
15
.00 5 0m
0
.0 m 15
15 0m 15
.00 6.00
15 2
0.0
9 0.0 90 m 9
A= A= 12 .00 A=
.0
0
00
90
.00
.00
0
6.0
15
0
.00
.00
6.0
.00
US
6.0
14
54
A= .00
6.0
7 6.00 15 0 2
6.00
15
15 0 2 15 0
6.00
2 .0
6.00
15 0 6 0m
6.00
.0 m .0 15
6.00 15 15 m .0
.00 .00 .0
FIC
15
90 90
15
90 A=
A= A=
LLE
2
CA
CA
m
AS
.00
90
L
0
30.0000
A= .00
6.0
15 00 6
0
0
P
.
6.0
6.0 15 2
4 .00
m M A
6.0
0 90
A
0
A= .00
6.0
2
0m
15 0
.00
LLE
0
3 .0
6.0
15
5
2
0.0
1
15 0
m
.0
CA
2
.00
0m
.00
=9
15
90
0
A=
0.0
.00
6.0
A
15 00
15 00 8
.00
0
.
=9
.
6.0
15
15 2
6.0
0 m
A
.00
90°
0
6.0 90
3
0
A= .00
6.0
90°
0 15 00
6.0 0
. 9
6.0
C
0 15
.00 ml
2
6.0
2
0m
00
.00 m
0 90 .00
.0
.
6.0
15
90
A 42
0
6.0 A=
2
m
.00 .00
P=
0
5
15
PLANO DE UBICACIÓN
0
6.0
1
0
15
0.
2
0m
1 00
9
10
.00
.
15
90°
0.0
5
1
0
6.0 S
0
.00
0
CE
6.0
6.0
90°
=
11
15
ESC.: 1/200
U .00
A
SA 15
2
0 2
6.0
LLE
m
12 .00
N CA 90
0
6.0
0
2 6.0 A= .00
15 00
0
m 0 .
6.0
6.0 15 2
.00
0m
You might also like
- Plano Santa Beatriz 2 Actualizado Al 27 OctubreNo ratings yetPlano Santa Beatriz 2 Actualizado Al 27 Octubre1 page
- Plano Nuevo Santa Beatriz - Actualizado 07.04.25No ratings yetPlano Nuevo Santa Beatriz - Actualizado 07.04.251 page
- Plano Nuevo Santa Beatriz - Actualizado 19.12No ratings yetPlano Nuevo Santa Beatriz - Actualizado 19.121 page
- APV Manuel Pinta de Saylla - Final - 02-Layout1No ratings yetAPV Manuel Pinta de Saylla - Final - 02-Layout11 page
- Plano Via Di Vento 14 (22!10!21-Etapa 14)No ratings yetPlano Via Di Vento 14 (22!10!21-Etapa 14)1 page
- Site Plan: Kec - Labakkang Des - Kassi LoeNo ratings yetSite Plan: Kec - Labakkang Des - Kassi Loe1 page
- Vivienda Unifamiliar Carlos Chinchay Centurión: Nivel 1 1 Nivel 2 2 Nivel 3 3No ratings yetVivienda Unifamiliar Carlos Chinchay Centurión: Nivel 1 1 Nivel 2 2 Nivel 3 31 page
- Republica De: Colombia Departamento de Cundinamarca Municipio de El RosalNo ratings yetRepublica De: Colombia Departamento de Cundinamarca Municipio de El Rosal1 page
- Fraccionamiento-Planta Arquitectonica, MUNIVE0% (1)Fraccionamiento-Planta Arquitectonica, MUNIVE1 page
- 1C 2C J 3C 5C: Plan Parter La Cota 0.000 Legenda Incaperilor La ParterNo ratings yet1C 2C J 3C 5C: Plan Parter La Cota 0.000 Legenda Incaperilor La Parter1 page
- Planta 3 Planta 4: ESC. 1:50 ESC. 1:50 ESC. 1:50 ESC. 1:50No ratings yetPlanta 3 Planta 4: ESC. 1:50 ESC. 1:50 ESC. 1:50 ESC. 1:501 page
- SOLEPRAIA Q13-L25 01-05 LOC R02 AssinadoNo ratings yetSOLEPRAIA Q13-L25 01-05 LOC R02 Assinado1 page