HomeMy WebLinkAboutC060.2 - DETAILSC9
0
0
D
e
t
a
i
l
S
h
e
e
t
C060.2
DE
T
A
I
L
S
H
E
E
T
W24.0018
JK
W2
4
.
0
0
1
8
08
/
0
1
/
2
0
2
4
DDDD
EV
E
R
W
I
S
E
C
A
R
M
E
L
10
9
2
0
N
.
M
I
C
H
I
G
A
N
R
O
A
D
,
ZI
O
N
S
V
I
L
L
E
,
I
N
4
6
0
7
7
10 9
a
b
c
d
8 7 6
e
f
g
h
10 9 8 7 6
5 4 3 2
Pa
r
t
o
f
S
e
c
t
i
o
n
6
,
T
o
w
n
s
h
i
p
1
7
N
o
r
t
h
,
R
a
n
g
e
3
E
a
s
t
,
C
l
a
y
T
o
w
n
s
h
i
p
,
H
a
m
i
l
t
o
n
C
o
u
n
t
y
,
I
n
d
i
a
n
a
1
PR
E
P
A
R
E
D
F
O
R
:
PROJECT NO.
SHEET NO.
a
b
c
d
5 4 3 2
e
1
f
h
AP
P
R
O
V
A
L
P
E
N
D
I
N
G
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
S
E
D
F
O
R
D
U
M
P
S
T
E
R
E
N
C
L
O
S
U
R
E
U
P
D
A
T
E
S
06
.
0
6
.
2
0
2
4
DD
g
AL
L
A
N
H
.
W
E
I
H
E
,
P
.
E
.
,
L
.
S
.
-
F
O
U
N
D
E
R
14
5
2
8
S
.
O
u
t
e
r
4
0
R
o
a
d
,
S
u
i
t
e
4
4
4
Ch
e
s
t
e
r
f
i
e
l
d
,
M
i
s
s
o
u
r
i
6
3
0
1
7
we
i
h
e
.
n
e
t
Bu
i
l
d
w
i
t
h
c
o
n
f
i
d
e
n
c
e
.
SM
EN
G
I
N
E
E
R
S
31
4
|
3
4
3
-
2
2
1
1
80
0
|
4
5
2
-
6
4
0
8
W
E
I
H
E
La
n
d
S
u
r
v
e
y
i
n
g
|
C
i
v
i
l
E
n
g
i
n
e
e
r
i
n
g
La
n
d
s
c
a
p
e
A
r
c
h
i
t
e
c
t
u
r
e
08/01/2024
PR
O
J
E
C
T
N
O
.
:
RE
V
I
S
I
O
N
S
A
N
D
I
S
S
U
E
S
DA
T
E
BY
DW
G
N
A
M
E
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DA
T
E
:
Know what's below.
before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
RE
V
I
S
E
D
F
O
R
C
I
T
Y
O
F
C
A
R
M
E
L
C
O
M
M
E
N
T
S
06
.
2
8
.
2
0
2
4
DD
RE
V
I
S
E
D
F
O
R
C
I
T
Y
O
F
C
A
R
M
E
L
C
O
M
M
E
N
T
S
07
.
0
3
.
2
0
2
4
DD
RE
V
I
S
E
D
F
O
R
C
I
T
Y
O
F
C
A
R
M
E
L
C
O
M
M
E
N
T
S
08
.
0
7
.
2
0
2
4
DD
MANHOLE (DIA. "F")
PIPES ENTERING/
LEAVING AT
0-45 DEGREES
FINISH GRADE OR PAVEMENT
MANHOLE (DIA. "F")
PIPES ENTERING/
LEAVING AT
45-90 DEGREES
PIPE SIZE
(DIA. "G")
CASTING FRAME & COVER AS SPECIFIED
ASPHALTIC MASTIC OR BUTYL
RUBBER SEAL BETWEEN ALL
JOINTS.
STANDARD PRECAST
MANHOLE CAP OR ECCENTRIC
CONE. (UP TO 24" PIPE.)
FULL HEIGHT MANHOLE
STEPS AS REQUIRED.
CONCRETE REDUCER CAP
PRECAST CONC.
ADJUSTER RINGS, IF
NEEDED (12 MAX.)
BENCHWALLS AT MINIMUM 1
2" PERFOOT
SLOPE. BENCHWALLS TO BE
CONSTRUCTED TO SPRINGLINE OF PIPE.
INVERT ELEVATION
BASE SHALL BE POURED IN
PLACE OR PRECAST. BOTH
SHALL HAVE #4 BARS-12"
O.C. BOTH WAYS.
BASE SET ON 6"
OF #8 OR #2
STONE
PREFORMED HOLE TO
MAX OF PIPE O.D. + 6"
WITH NON-SHRINK
CEMENT GROUT
NOTE
MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL
REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER
POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D-4101 REINFORCED WITH
DEFORMED 3
8" MIN. DIAMETER REINFORCED STEEL CONFORMING TO THE REQUIREMENTS OF
ASTM A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
UP TO
60 DEGREES
NOTE
·MANHOLE CONFORMS TO
ASTM C-478
·NO BRICK OR BLOCK WILL BE
ALLOWED IN MANHOLE
·O-RING GASKET ASPHALTIC
MASTIC OR BUTYL RUBBER
SEAL BETWEEN MANHOLE
JOINTS
(NO SCALE)
STANDARD STORM MANHOLE
12"-21"
24"
27"-30"
33"-36"
42"
48"
54"
60"
66"N/A
N/A
N/A
84"
72"
60"
60"
48"
48"48"
60"
60"
72"
84"
96"
N/A
N/A
N/A 96"
96"
96"
N/A
N/A
N/A
N/A
N/A
N/A
"DUMP NO WASTE-DRAINS TO WATERWAY"
6"
BEEHIVE INLET TYPE "A" (MODIFIED)
(NO SCALE)
24"X24"
6" (TYP.)
VA
R
I
E
S
12
"
M
I
N
.
CLASS "A" CONCRETE
12
'
D
I
A
.
SECTION
VA
R
I
E
S
(4
.
0
'
M
A
X
.
)
5"
D
I
A
.
INLET SET ON 6" BASE OF
#8 STONE
6" (TYP.)
"DUMP NO WASTE-DRAINS TO WATERWAY"
TOP OF CASTING
ELEVATION
E.J. 6489
NEENAH R-4342 OR EQUAL
NOTES:
1. 6" CONCRETE PRECAST OR POURED IN PLACE
2. REFER TO BEDDING DETAIL AS REQUIRED
3. VAR. PIPE SIZE
15" MAX STRAIGHT CONNECTIONS
12" MAX SKEW/CORNER CONNECTIONS
4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT
5. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX
OR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESS
SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE
CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.
6. A MAXIMUM OF ONE (1) SKEW/CORNER CONNECTION WILL BE ALLOWED FOR
EACH PRECAST BOX INLET.
7. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
PIPE SIZES 12" TO 15"
2 REBAR #5
3.5' EA. WALL 3"
2"
2"
ADJUSTING RING AS
REQUIRED
PAVED AREA INLET TYPE "J"
(NO SCALE)
"DUMP NO WASTE-DRAINS TO WATERWAY"
SL
O
P
E
SLOPE SLOPE
SL
O
P
E
6" CONCRETE
CL
CL
TOP OF CASTING ELEVATION E.J. 5250
NEENAH R-3405
OR EQUAL PAVEMENT
E.J. 5250
NEENAH R-3405 OR EQUAL
SECTION
NOTES:
1. 6" CONCRETE PRECAST OR POURED IN PLACE
2. REFER TO BEDDING DETAIL AS REQUIRED
3. VAR. PIPE SIZE
15" SHORT WALL/27" LONG WALL STRAIGHT CONNECTIONS
12" SHORT WALL/18" LONG WALL SKEW CORNER CONNECTIONS
4. MIN. 6" FLAT TOP WITH 24" SQUARE OPENING
5. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT
6. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET
WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL
AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL
INTEGRITY OF THE PRECAST BOX.
7. A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH
PRECAST BOX INLET.
8. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
CLASS "A" CONCRETE
INLET SET ON 6" BASE OF #8 STONE
2 REBAR #5
3.5' EA. WALL
ADJUSTING RING AS
REQUIRED
MIN. 4000 PSI
SAWCUT JOINT
(TYPICAL)