HomeMy WebLinkAboutTW AUDI - C802.pdf12"42"Gravel Backfill Undisturbed Soil
U.
S
.
P
a
t
e
n
t
N
o
.
6
5
2
4
4
7
3
a
n
d
o
t
h
e
r
P
a
t
e
n
t
P
e
n
d
i
n
g
Pi
p
e
c
o
u
p
l
i
n
g
by
C
o
n
t
r
a
c
t
o
r
.
12
"
l
o
n
g
S
t
u
b
-
o
u
t
by
M
a
n
u
f
a
c
t
u
r
e
r
.
*
P
l
e
a
s
e
s
e
e
a
c
c
o
m
p
an
i
e
d
A
q
u
a
-
S
w
i
r
l
s
p
e
c
i
f
i
c
a
t
i
o
n
n
o
t
e
s
.
*
S
e
e
S
i
t
e
P
l
a
n
f
o
r
a
c
t
u
a
l
s
y
s
t
e
m
o
r
i
e
n
t
a
t
i
o
n
.
In
l
e
t
Riser
68
"
VentRim elevations to match finished grade. HDPE risers can be field cut by Contractor.32" OD
Gr
a
d
e
(
R
i
m
)
Ma
n
h
o
l
e
F
r
a
m
e
a
n
d
Co
v
e
r
b
y
M
a
n
u
f
a
c
t
u
r
e
r
.
(S
e
e
D
e
t
a
i
l
s
)
Sw
i
r
l
I
n
l
e
t
/
O
u
t
l
e
t
ø
5
4
"
A
Arched Baffles Section A-A
Ar
c
h
e
d
B
a
f
f
l
e
s
Oc
t
a
g
o
n
a
l
B
a
s
e
P
l
a
t
e
Pl
a
n
V
i
e
w
1:
2
0
JT
D
Da
t
e
:
Do
c
u
m
e
n
t
:
Dr
a
w
n
B
y
:
Sc
a
l
e
:
04
/
1
8
/
0
6
AS
-
4
S
T
D
Aq
u
a
-
S
w
i
r
l
C
o
n
c
e
n
t
r
a
t
o
r
M
o
d
e
l
A
S
-
4
C
F
D
S
t
a
n
d
a
r
d
D
e
t
a
i
l
10
4
"
Ve
n
t
ST
A
N
D
A
R
D
N
O
T
E
:
w
w
w
.
a
q
u
a
s
h
i
e
l
d
i
n
c
.
c
o
m
66
"
P
h
o
n
e
(
8
8
8
)
34
4
-
9
0
4
4
F
a
x
(
4
2
3
)
8
2
6
-
2
1
1
2
1.
S
y
s
t
e
m
s
h
a
l
l
b
e
d
e
s
i
g
n
e
d
f
o
r
t
h
e
f
o
l
l
o
w
i
n
g
c
a
p
a
c
i
t
i
e
s
:
P
e
a
k
T
r
e
a
t
m
e
n
t
F
l
o
w
:
3
.
2
c
f
s
S
e
d
i
m
e
n
t
S
t
o
r
a
g
e
:
3
2
f
t
³
O
i
l
/
D
e
b
r
i
s
S
t
o
r
a
g
e
:
1
9
0
g
a
l
.
Varies Phone (888) 344-9044 www.aquashieldinc.com
Ou
t
l
e
t
18
"
O
D
M
a
x
66
"
A
Ri
s
e
r
Co
n
c
r
e
t
e
Fr
a
m
e
Co
v
e
r
So
i
l
Co
n
c
r
e
t
e
Gr
a
v
e
l
B
a
c
k
f
i
l
l
So
i
l
Ma
n
h
o
l
e
F
r
a
m
e
&
C
o
v
e
r
D
e
t
a
i
l
Fo
r
N
o
n
-
T
r
a
f
f
i
c
A
r
e
a
s
O
n
l
y
1/
2
"
1/
2
"
NT
S
1/
2
"
4"
Bo
l
l
a
r
d
s
s
h
a
l
l
b
e
p
l
ac
e
d
a
r
o
u
n
d
a
c
c
e
s
s
ri
s
e
r
(
s
)
i
n
n
o
n
-
t
r
a
f
f
i
c
a
r
e
a
s
t
o
p
r
e
v
e
n
t
in
a
d
v
e
r
t
e
n
t
l
o
a
d
i
n
g
b
y
m
a
i
n
t
e
n
a
n
c
e
ve
h
i
c
l
e
s
.
Pl
a
c
e
s
m
a
l
l
a
m
o
u
n
t
o
f
co
n
c
r
e
t
e
t
o
s
u
p
p
o
r
t
a
n
d
le
v
e
l
m
a
n
h
o
l
e
f
r
a
m
e
.
D
O
NO
T
a
l
l
o
w
m
a
n
h
o
l
e
f
r
a
m
e
to
r
e
s
t
u
p
o
n
H
D
P
E
r
i
s
e
r
.
Gr
a
v
e
l
B
a
c
k
f
i
l
l
Gravel Backfill shall extend at least 3.5 feet outward from Swirl Concentrator and for the full height of the Swirl Concentrator (including riser)extending laterally to undisturbed soils. (See MH Detail Below)C802 JOB#: AAX.001DATE: 03/14/14 DRAWN BY: RCW(317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 5420 N. COLLEGE AVENUE, SUITE 202 www.rw-engineering.com CIVIL ENGINEERS - LAND PLANNERS - DEVELOPMENT CONSULTANTS CONSTRUCTION DETAILS 4610 EAST 96TH STREET TOM WOOD AUDI CARMEL, INDIANA 17
4
1
/
2
"
[
1
1
4
m
m
]
Gr
a
v
e
l
B
a
c
k
f
i
l
l
Pa
v
i
n
g
1/
2
"
[
1
3
m
m
]
Ma
n
h
o
l
e
F
r
a
m
e
&
C
o
v
e
r
D
e
t
a
i
l
NT
S
Fo
r
H
-
2
0
T
r
a
f
f
i
c
L
o
a
d
i
n
g
A
r
e
a
s
Co
v
e
r
Fr
a
m
e
Ri
s
e
r
1/
2
"
[
1
3
m
m
]
Co
n
c
r
e
t
e
Gr
a
v
e
l
B
a
c
k
f
i
l
l
Pa
v
i
n
g
3"
[
7
6
m
m
]
T
y
p
.
10
"
[
2
5
4
m
m
]
Co
n
c
r
e
t
e
1/
2
"
[
1
3
m
m
]
If
t
r
a
f
f
i
c
l
o
a
d
i
n
g
(
H
-
2
0
)
i
s
r
e
q
u
i
r
e
d
o
r
an
t
i
c
i
p
a
t
e
d
,
a
c
o
n
c
r
e
t
e
p
a
d
m
u
s
t
b
e
pl
a
c
e
d
o
v
e
r
t
h
e
e
n
t
i
r
e
S
t
o
r
m
w
a
t
e
r
Tr
e
a
t
m
e
n
t
S
y
s
t
e
m
.
S
a
m
p
l
e
d
e
t
a
i
l
s
o
f
co
n
c
r
e
t
e
p
a
d
a
v
a
i
l
a
b
l
e
u
p
o
n
r
e
q
u
e
s
t
.
MA
N
H
O
L
E
&
I
N
L
E
T
S
ST
O
R
M
S
E
W
E
R
APPROVAL PENDING -NOT FOR CONSTRUCTION