rua a (via projetada)...rua "c" (via projetada) avenida universitÁria (avenida projetada)...
TRANSCRIPT
RUA "C" (Via projetada)
AVENIDA UNIVERSITÁRIA (AVENIDA PROJETADA)
RUA "A" (Via projetada)
RUA "B" (Via projetada)
17
18
13
19
09
01
14
10
07
11
02
06
12
05
03
16
15
08
04
DE
SC
RIC
AO
NU
ME
RO
DIA
ME
TR
O
01
BLD
174.085
172.885
1.20
02
BLD
174.085
172.885
1.20
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
0
7
5
m
/m
- 8
0
.0
0
m
0
1
P
V
1
7
4
.1
5
3
1
7
2
.1
5
3
2
.0
0
03
BLD
174.085
172.885
1.20
04
BLD
174.085
172.885
1.20
0
2
P
V
1
7
3
.5
5
4
1
7
1
.5
5
4
2
.0
0
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
1
1
0
5
m
/m
- 1
0
1
.6
5
m
05
BLD
172.381
171.181
1.20
0
3
P
V
1
7
3
.5
5
4
1
7
1
.5
5
4
2
.0
0
0
6
B
L
D
1
7
2
.3
8
1
1
7
1
.1
8
1
1
.2
0
07
BLD
171.807
170.607
1.20
0
4
P
V
1
7
1
,9
2
9
1
6
8
.9
2
9
3
.0
0
0
8
B
L
D
1
7
1
.8
1
5
1
7
0
.6
1
5
1
.2
0
T
1
-
Ø
6
0
0
m
m
-
P
A
1
i
=
0
.
0
1
6
8
m
/
m
-
2
9
.
8
1
m
T
1
-
Ø
8
0
0
m
m
-
P
A
1
i
=
0
.
0
4
8
8
m
/
m
-
6
0
.
0
0
m
Descarga com
Dissipador de Energia
11
BLD
173.06
171.86
1.20
12
BLD
173.06
171.86
1.20
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
0
8
3
m
/m
- 8
0
.0
0
m
0
6
P
V
1
7
3
.1
4
1
7
1
.1
4
2
.0
0
10
BLD
172.396
171.196
1.20
09
BLD
172.396
171.196
1.20
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
2
3
9
m
/m
- 6
4
.7
0
m
14
BLD
172.214
171.014
1.20
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
0
9
4
m
/m
- 8
0
.0
0
m
0
7
P
V
1
7
2
.2
9
0
1
7
0
.2
9
2
.0
0
21
BLD
171.892
170.692
1.20
22
BLD
171.892
170.692
1.20
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
0
9
5
m
/m
- 8
0
.0
0
m
1
1
P
V
1
7
1
.9
6
5
1
6
9
.9
6
5
2
.0
0
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
2
5
9
m
/m
- 6
3
.3
0
m
23
BLD
170.451
169.251
1.20
24
BLD
170,451
169.251
1.20
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
0
6
6
8
m
/m
- 8
0
.0
0
m
1
2
P
V
1
7
0
.5
3
5
1
6
8
.5
3
5
2
.0
0
29
BLD
170.471
169.271
1.20
30
BLD
170.471
169.271
1.20
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
2
8
5
m
/m
- 8
9
.5
0
m
1
5
P
V
1
7
0
.5
0
7
1
6
8
.5
0
7
2
.0
0
31
BLD
172.228
171.028
1.20
32
BLD
172.228
171.028
1.20
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
2
2
7
m
/m
- 8
0
.0
0
m
1
6
P
V
1
7
2
.2
6
4
1
7
0
.2
6
4
2
.0
0
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
2
8
1
m
/m
- 6
0
.0
0
m
39
BLD
172.718
171.518
1.20
40
BLD
172.718
171.518
1.20
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
2
2
7
m
/m
- 8
0
.0
0
m
2
0
P
V
1
7
2
.7
5
3
1
7
0
.7
5
3
2
.0
0
T
1
-Ø
6
0
0
m
m
- P
A
1
i=
0
.0
1
1
0
5
m
/m
- 1
0
1
.6
5
m
15
BLD
171.459
170.259
1.20
0
8
P
V
1
7
1
.5
3
6
1
6
9
.5
3
6
2
.0
0
20
BLD
174.085
172.885
1.20
19
BLD
174.085
172.885
1.20
1
0
P
V
1
7
3
.5
5
4
1
7
1
.5
5
4
2
.0
0
25
BLD
169.913
168.713
1.20
26
BLD
169.913
168.713
1.20
1
3
P
V
1
7
0
.0
0
1
6
8
.0
0
2
.0
0
33
BLD
170.389
169.189
1.20
34
BLD
170.389
169.189
1.20
1
7
P
V
1
7
0
.4
4
4
1
6
8
.4
4
4
2
.0
0
37
BLD
170.879
169.679
1.20
38
BLD
170.879
169.679
1.20
1
9
P
V
1
7
0
.9
3
6
1
6
8
.9
3
6
2
.0
0
0
5
P
V
1
7
2
.4
7
6
1
7
0
.4
7
6
2
.0
0
13
BLD
172.214
171.014
1.20
16
BLD
171.459
170.259
1.20
17
BLD
170.44
169.24
1.20
1
8
B
L
D
1
7
0
.4
4
0
1
6
9
.2
4
0
1
.2
0
T
1
-
Ø
6
0
0
m
m
-
P
A
1
i
=
0
.
0
2
5
0
m
/
m
-
7
8
.
6
0
m
T
1
-
Ø
8
0
0
m
m
-
P
A
1
i
=
0
.
0
4
8
8
m
/
m
-
6
0
.
0
0
m
Descarga com
Dissipador de Energia
0
9
P
V
1
7
0
.5
7
0
1
6
7
.5
7
0
3
.0
0
27
BLD
168.825
167.625
1.20
2
8
B
L
D
1
6
8
.8
2
5
1
6
7
.6
2
5
1
.2
0
T
1
-
Ø
8
0
0
m
m
-
P
A
1
i
=
0
.
0
1
5
8
m
/
m
-
6
0
.
0
0
m
Descarga com
Dissipador de Energia
1
4
P
V
1
6
8
.9
5
0
1
6
5
.9
5
0
3
.0
0
T
1
-
Ø
6
0
0
m
m
-
P
A
1
i=
0
.
0
3
9
6
m
/
m
-
5
1
.
6
5
m
35
BLD
169.646
168.446
1.20
3
6
B
L
D
1
6
9
.6
4
6
1
6
8
.4
4
6
1
.2
0
1
8
P
V
1
6
9
.7
5
8
1
6
6
.7
5
8
3
.0
0
T
1
-Ø
8
0
0
m
m
- P
A
1
i=
0
.0
2
0
9
m
/m
- 6
0
.0
0
m
D
e
s
c
a
r
g
a
c
o
m
D
i
s
s
i
p
a
d
o
r
d
e
E
n
e
r
g
i
a
T
1-Ø
600m
m
- P
A
1
i=
0.0259m
/m
- 84.00m
LEGENDA
COTA DE TOPO, FUNDO E PROFUNDIDADE
BLS - BOCA DE LOBO SIMPLES
BLD - BOCA DE LOBO DUPLA
DI - DISSIPADOR DE ENERGIA
PV - POÇO DE VISITA DE DRENAGEM
TUBO DE DRENAGEM (CONCRETO)
SENTIDO DO FLUXO
DG=0.00
DEGRAU A PARTIR DO FUNDO DO PV OU CP TUBO MONTANTE
Cota topo
Cota Fundo
Prof.
0PV
CP - CAIXA DE PASSAGEM
400 mm 600 mm 800 mm
400 mm
600 mm
800 mm
RODOBENS INCORPORADORA IMOBILIARIA 405 SPE LTDA
Av. Universitára, esquina com a Av. Chapéu do Sol
Lot. Chapéu do Sol - Várzea Grande/MT
40200
Meters
1:1000
20