N

W E 790.
00

791.
00

796.00
792.
00

793.
797.00 00

794.00

798.00 795.00

796.00

S
797.00

800.00
798.00

K L
799.00

N 801.00
800.00

801.00

M
802.00

RESERVORIO
800.00
803.00

200
ISO
443
mm 7 m. A
.7
DN L=69 A LIBR
5

E
O PROYECTADO
SN4 CARG A
DES BRAD
QU
E
R-6
CT: 804.50
CF: 802.07
h: 2.43m
804.00

CT: 802.42
V=4000m3
805.00 CF: 801.63
h: 0.79m

CT: 805.65
CF: 804.80

AMA07042
h: 0.85m

AUXI-17
806.00

18.50%
19.21
CT: 805.65 CT: 805.65
CT: 805.65 CF: 804.80 CF: 802.21
CF: 802.21 h: 0.85m h: 3.44m
h: 3.44m
807.00

808.00

PLANO CLAVE

°0'
3.04
ESC:1/40,000

45
3.08
809.00

COTA DE COTA DE
30.84 CT: 809.90 SALIDA SALIDA CT: 805.65
CF: 805.10 808.96 808.81 CF: 805.08 810.00
.00

10.00% h: 4.80m h: 0.57m

805

CT: 810.35
CF: 808.06
h: 2.29m

9
.6
30.84

0%
3

.5
10.00%

18
811.00

COORDENADAS UTM DE LOS VÉRTICES - WGS84 ZONA 17 SUR

30.84

10.00%

812.00
VERTICE LADO DISTANCIA(m) ANGULO ESTE (X) NORTE (Y)
CT: 815.00 CT: 815.00
CT: 815.00 CT: 815.00 CT: 815.00 CT: 815.00

BZ-3
CLL: 812.94
CF: 811.94 BZ-5
CT: 815.00
CF: 811.85
h: 3.15 m BZ-6
CLL: 812.74
CF: 811.74 BZ-8
CT: 815.00
CF: 811.65
h: 3.35 m BZ-9
CLL: 812.54
CF: 811.54 BZ-11
CT: 815.00
CF: 811.45
h: 3.55 m BZ-12
CLL: 812.34
CF: 811.34
CT: 815.00
CF: 811.25
h: 3.66 m BZ-14 h: 3.75 m
CLL: 812.14
CF: 811.14
h: 3.86 m BZ-17
CLL: 811.05
C.F: 810.54 BZ-21 TUB.
CT: 815.00
CLL: 811.65
A A-B 20.29 82°28'12" 784234.0372 9359122.9526
BZ-2 BZ-15 h: 4.46 m
PV
ISO 44 C Ø500 CF: 810.65
h: 3.06 m h: 3.26 m h: 3.46 m 35 mm
L=10.54 SN 4 h: 3.86 m

CT: 815.00
CF: 813.00
TUB. PVC Ø500 mm ISO 4435 SN 4 L=33.83 m S=28.08‰ CT: 815.00
CF: 812.05
TUB. PVC ∅500 mm
ISO 443 5 SN 4 L=10.2 5 m
S =10.73 ‰
TUB. PVC Ø500 mm
ISO 4435 SN 4 L=8.10m
S=11.11‰
TUB. PVC Ø500 mm ISO 4435
SN 4 L=10.25 m S=10.73‰
TUB. PVC Ø500 mm
ISO 4435 SN 4 L=8.10m
S=11.11‰
TUB. PVC Ø500 mm ISO 4435
SN 4 L=10.25 m S=10.73‰
TUB. PVC Ø500 mm
ISO 4435 SN 4 L=8.10m
S=11.11‰
TUB. PVC Ø500 mm ISO 4435
SN 4 L=10.25 m S=10.73‰
TUB. PVC Ø500 mm
ISO 4435 SN 4 L=8.10m
S=11.11‰
TUB. PVC Ø500 mm ISO 4435
SN 4 L=10.25 m S=10.73‰
TUB. PVC ∅500 mm
ISO 443 5 SN 4 L=8.10m
S =70.0 7‰ TUB. PVC ∅450 mm
m S=
10.43
‰
TUB.
ISO 44PVC∅500 mm
VAL=A 3
5.37m 5S SN 4
=11.17 V.C. Ø200mm
813.00
B B-C 14.47 179°23'18" 784214.4174 9359128.1231
RESERVORIO ‰ CT: 815.00
h=2.00m h: 2.95 m TUB. PVC ∅450 mm ISO 443 5 SN 4 BZ-20
TUB. PVC ∅450 mm TUB. PVC ∅450 mm TUB. PVC ∅450 mm L =8.05m S=1 97.39‰ CF: 810.71
ISO 443 5 SN 4
C C-D 19.79 177°37'2" 784200.4642 9359131.9600
ISO 443 5 SN 4 L=14.30m

ISO 443 5 SN 4 L=14.30m

ISO 443 5 SN 4 L=14.30m

ISO 443 5 SN 4 L=14.30m

ISO 443 5 SN 4 L=14.30m

ISO 443 5 SN 4 ISO 443 5 SN 4 TUB. PVC ∅450 mm ISO 443 5 SN 4
TUB.
L =8.05m S=9.81 ‰ PVC Ø250 mm TUB.443
ISO PVC5 Ø400
SN 4 mm LTUB. PVCS=84.34
=8.05m Ø400 mm‰ LTUB.
=8.05m
PVCS=10
Ø4009.1 mm
9‰ TUB. PVC Ø400 mm h: 4.29 m
L =8.05m S=34.6 5‰ BZ-19
TUB. PVC Ø355 mm L =8.05m S=59.50 ‰ TUB. PVC ∅200 mm
TUB. PVC ∅200 mm

TUB. PVC ∅200 mm

TUB. PVC ∅200 mm

TUB. PVC ∅200 mm

TUB. PVC ∅200 mm

ISO 443 5 SN 4
L =4.31m S=6 7.28 ‰

ISO 443 5 SN 4 L=11.85m

814.00
D D-E 21.14 183°36'23" 784181.6210 9359137.9947

S=133. 56 ‰

S=161. 53 ‰
S=10 5.59 ‰

S=11 9.58‰

S=14 7.55‰

TUB. PVC ∅200 mm

C.S.812.129

S=236.2 8‰
E E-F 13.32 203°24'46" 784161.1196 9359143.1640
TUB. PVC ∅500 mm ISO 443 5 SN 4 L=37.85m S=26.42 ‰

BZ-4 BZ-7 BZ-10 BZ-13 BZ-16

F F-G 31.73 163°43'6" 784147.9732 9359141.0204

∅1.1/2"

∅1.1/2"

∅1.1/2"

∅1.1/2"

∅1.1/2"

∅1.1/2"

7.25%
13.85
CT: 815.65 CT:DE815.65 CT: 815.65 BZ-18 815.00
CT: 815.65 CT: 815.65 CAJA
CF: 814.45 CF: 814.45 CF: 814.45 CF: 814.45 CF: 814.45
DILUCION DEm
h: 1.20 m h: 1.20 m CAJAh:DE 1.20 m h: 1.20 h: 1.20 m
POLIMERO CT: 815.65
G G-H 48.36 184°54'49" 784116.4784 9359144.8990
∅1.1/2"

∅1.1/2"

∅1.1/2"

∅1.1/2"

∅1.1/2"

∅1.1/2"
DILUCION CF: 814.45
CATIONICO
1.1/4" 3/4" DE SULF. DE h: 1.20 m
3/4" ALIUMINIO 1" 3/4"
1.1/4" 1.1/4" 1.1/2" 3/4"
3/4" 1.1/4" 1.1/4" 3/4" 1.1/4" 1.1/2" 1.1/4"
1.1/2" 1.1/2" 1.1/4" 1.1/4" 1.1/2" 1" 1.1/4" 3/4" 1.1/2"
H H-I 48.97 177°12'0" 784068.1467 9359146.6772

M1

M2

M3

M4

M5
PVC Ø1.1/4"

PVC Ø1.1/4"

PVC Ø1.1/4"

PVC Ø1.1/4"

PVC Ø1.1/4"

PVC Ø1.1/4"

M6
M1

M2

M3

M4

PVC Ø3/4"

PVC Ø3/4"

PVC Ø3/4"

PVC Ø3/4"

PVC Ø3/4"

PVC Ø3/4"
M5

M6

TUB. PVC Ø250 mm NTP ISO 1452 C-10 2.1/2" 3/4"

3/4" 1.1/2" 2.1/2" 3/4" 2.1/2"
2.1/2"
3/4" 3/4" 3/4" 1.1/2"
.00

TUB. PVC Ø250 mm NTP ISO 1452 C-10 TUB. PVC Ø250 mm NTP ISO 1452 C-10 1"
816.00
I I-J 58.25 81°59'20" 784019.3529 9359150.8664
810

TUB. PVC Ø250 mm NTP ISO 1452 C-10 1.1/2"

AREA = 37989.57 m2
1.1/2" 1.1/2"
TUB. PVC Ø250 mm NTP ISO 1452 C-10
TUB. PVC Ø250 mm NTP ISO 1452 C-10 TUB. PVC 4" C-10
LLENADO A T,E,
1" 2.1/2" 1.1/2" 1.1/2" J J-K 115.99 191°27'26" 784032.3756 9359207.6440
PERIMETRO = 805.04 ml.
1.1/2"
817.00
1.1/2" 1.1/2" 4" 4"
CR-9 CR-8 CR-7 CR-6 CR-5
CR-10
K K-L 53.73 88°43'2"
1

4"
784035.3329 9359323.5961
22

CR-11
1" 1.1/2" TUB. PVC 4" C-10
1.1/2"
1" VESTIDOR ESTAR 1.1/2" LLENADO A T,E,
19
CASILLEROS

SULF. DE
PLANTA

GRUPO ELECTROGENO
SSHH
COBRE POLIMERO
Banca

1.1/2" VIENE DE CASETA DE 3"

INSONORIZADO
30KW-220V-3f
ESTAR TANQUE ELEVADO

1.1/2" PP-1 TANQUE

L L-M 59.20 171°24'38"
SS.HH. V=30.00 m3

BZ-1 1"
CLORACION SOLUCION DE
CLORO NFT= 814.84
NFT= 814.97

CD
SEPTICO
MEJORADO
1.1/2" Banca

LABORATORIO
OFICINA
SULF. DE
ALIUMINIO
CATIONICO 1.1/2"
784089.0037 9359321.0240
NFT= 815.112 CR-12 SALA DE ARCHIVOS

1" VIENE DE SALA ALMACEN

CT: 816.00
PP-2
CR-4 M M-N 65.09 200°7'6" 784147.0497 9359309.3903
J
DOSIFICACION SOLUCION DE
CF: 814.00 SULFATO DE COBRE
h=2.00m
NFT= 814.84

37.53
818.00
N N-O 47.44 158°18'5" 784211.3786 9359319.3318
10.00%

819.00

820.00
O O-A 187.27 95°40'47" 784257.6174 9359308.7304
37.53
821.00
10.00%
822.00 TOTAL 805.04 2340° 0' 0"
823.00

Area: 3092.55m²
Area: 0.3093ha

41.03
Perímetro: 223.20m

18.30%
0.0
815

LEYENDA

PUNTO CONTROL TOPOGRAFICO

VERTICE ESTE (X) NORTE (Y) COTA(Z)

BM 784234.205 9359123.224 821.641

I
.00
820

H G
18.52

11.00%

E
F EN
D S
8.0 ANCH
0m
0.80 x 2.40

0.70x2.40

C ÁR MA AMIE
EA R N
B LO = 2 GEN TO P
N 2 DE R
A CO G. = 18.01 RE OME
O m2 CH DIO
CO R. D 182.7 O DE
OR E m
. FI INIC AC
CE
NA IO: SO
820 L: 9 935 VE
359
.00

903 HI
120 8.3 CU
.25 6 LA
6N 9N7 R
784 843
237 99
.06 .567
2E E
82
5.0
0
7042
AMA0

830.
00

GOBIERNO REGIONAL AMAZONAS

“AMPLIACION Y MEJORAMIENTO DE LOS SISTEMAS DE AGUA POTABLE

Y ALCANTARILLADO Y CONSTRUCCION DE LA PTAR DE LA CIUDAD DE
BAGUA GRANDE. ”
AUXI-17

BAGUA GRANDE CONSORCIO LANR PERU ING. JORGE SALINAS

UTCUBAMBA
AMAZONAS ING. JORGE KAWAZO CONSORCIO LANR PERU

5545 DICIEMBRE 2020