C700 Water Plan-C700Know what's
R
50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
55115PYT-S1
TH
E
G
R
O
V
E
JSM BAH
CL
A
Y
T
O
W
N
S
H
I
P
HA
M
I
L
T
O
N
C
O
U
N
T
Y
,
I
N
D
I
A
N
A
07
2
2
/
2
0
1
6
Fi
l
e
N
a
m
e
:
S:
\
5
5
1
1
5
-
P
Y
T
-
S
1
\
D
W
G
\
C
7
0
0
W
a
t
e
r
P
l
a
n
.
d
w
g
-
C7
0
0
Mo
d
i
f
i
e
d
/
B
y
:
Au
g
u
s
t
3
1
,
2
0
1
6
2
:
4
5
:
0
1
P
M
/
pr
i
c
h
a
r
d
s
Pl
o
t
t
e
d
/
B
y
:
Se
p
t
e
m
b
e
r
2
8
,
2
0
1
6
1
1
:
0
6
:
3
5
A
M
/
Pa
u
l
R
i
c
h
a
r
d
s
at
T
H
E
L
E
G
A
C
Y
AP
P
R
O
V
A
L
P
E
N
D
I
N
G
/
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
08
/
2
3
/
1
6
PD
R
RE
V
I
S
I
O
N
S
P
E
R
T
A
C
C
O
M
M
E
N
T
S
M
PROPOSED HYDRANT
W/6" VALVE
VALVE
BLOW OFF ASSEMBLY
REDUCER
EX. WATER METER
EX. WATER VALVE
EX. FIRE HYDRANT
LEGEND
LENGTH OF IPE TO BE RESTRAINED
PRESSURE PIPE JOINT RESTRAINT TABLE
IN EACH DIRECTION FROM 1/4 OF BEND
BASED ON 150 psi TEST PRESSURE
DEGREE OF
BEND
& PLUGS
7((6
6"8"10"12"14"16"18"20"24"30"
27'35'42'50'58'65'73'80'95'115'
7'9'11'13'15'17'19'21'24'29'
3'4'5'6'7'8'9'10'12'14'
2'2'3'3'4'4'4'5'6'7'
RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH
RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE
FIELD LOK GASKET SYSTEM.
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE
MINIMUM LENGTHS THE DESIGN ENGINEER SHALL
DETERMINE IF LONGER LENGTHS ARE REQUIRED.
NOTES:
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS AND COVER
REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C700.
THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR
SIDEWALK WITH THE EXCEPTION OF CURB INLETS.
ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A
4" PVC PIPE WITH A PAINTED BLUE TOP.
POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS
MUST BE INSTALLED AT ALL MECHANICAL JOINTS.
ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE
TRENCH TO 12" ABOVE THE PIPE
INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE
MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS LAID,
ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL
SPECIFICATIONS
FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET
CROSSINGS
FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE
FIRE HYDRANT.
ONLY MUELLER HYDRANTS AND VALVES MAY BE USED.
DA
T
E
MA
R
K
RE
V
I
S
I
O
N
S
BY
CE
R
T
I
F
I
E
D
:
S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
6
7
2
(
3
3
(
/
:
(
5
7
+
$
/
:
$
<
6
2
1
(
D
V
W
W
K
6
W
U
H
H
W
)
L
V
K
H
U
V
,
1
SK
R
Q
H
I
D
[
WA
T
E
R
P
L
A
N
C700