HomeMy WebLinkAbout04120003.27w
z
N cr_
l' -0 "(MIN.)
N (CONFORM TO LOCAL REQUIREMENTS)
X
Q
VALVE
I 4' SIDEWALK COVEF
IN ACCORDANCE
WITH SPECIFICATIONS
ATE
�LVE WATER MAIN TEE OR
CONCRETE
THRUST BLOCK
EIRE HYDRANT DETAIL_
(NO SCALE)
ALL WATERMAIN SERVICE LINES TO
TERMINATE 8 FEET BEHIND SIDEWALK
AND MARKED WITH A 4" PVC PIPE
WITH A PAINTED BLUE TOP.
NOTE: POST -CAPS OR EQUIVALENT IS
REQUIRED ON ALL WATER
VALVE I N SALLATI ON AND MEGA LUGS
MUST BE INSTALLED AT ALL
MECHANICAL JOINTS.
NO WATERMAIN VALVES ARE TO BE
PLACED WITHIN THE STREETS.
O.D. + 1'
ANGLE VALVE
PROTECTED ro
WITH PLASTIC
WRAP
W
z
J
In
W �
1 " CORP.
COCK a
1 1,. COPPER SERVICE
PIPE TO BE SUPPORTED ALONG ENTIRE
LENGTH - EXCAVATE FOR EACH JOINT
WATER SERVICE INSTALLATION
(NO SCALE)
NOTE:
FIRE HYDRANT MARKERS TO BE INSTALLED
IN THE STREET PAVEMENT PERPENDICULAR
TO THE FIRE HYDRANT.
TEMP. F.H.
I I
89 Z �
�
1" K COPPER 88 I o
SERVICE UNE z, z "
15 LF. o I 11 K COPPER
z SERVICE UNE
o 50 LF.
0
90
1" K COPPER
SERVICE UNE
15 LF.
/ 91
o /
96 `
W 95
AC S: �= 93 \ / / i`p�
.k- -1 a J ,, / -0- ,
av � � 94 S n 0,0 85
aj 040 / / ti�
\ _
pr -j
EX. F.H. \ Mi V o4 S <1-v
\ \ \ / / �c9�L! n 84
Eq nrFR ° o\
N ��` o��A
KiyaC
P � `� O• s F
83 /
v
° LINE
LENGTH
OF IPE TO BE RESTRAINED
1
w
>
3
IN
EACH
DIRECTION
FROM
1/4 OF BEND
MIN.
2' -0"
D IA. X 2' -0 "DEEP
PRESSURE
m
I
1" K COPPER
DRAINAGE PIT
�
�N.
W
a
w
SERVICE UNE
"
16 18 20
„
24
„
30
BEND
r
63 LF.
� e
0
: VEE_
CONCRETE
CONCRETE
BEARING PAD
THRUST BLOCK
OR ANCHOR
CAST -IN -PLACE AGAINST
BLOCKING IF
UNDISTURBED GROUND
REQUIRED
IN ACCORDANCE
WITH SPECIFICATIONS
ATE
�LVE WATER MAIN TEE OR
CONCRETE
THRUST BLOCK
EIRE HYDRANT DETAIL_
(NO SCALE)
ALL WATERMAIN SERVICE LINES TO
TERMINATE 8 FEET BEHIND SIDEWALK
AND MARKED WITH A 4" PVC PIPE
WITH A PAINTED BLUE TOP.
NOTE: POST -CAPS OR EQUIVALENT IS
REQUIRED ON ALL WATER
VALVE I N SALLATI ON AND MEGA LUGS
MUST BE INSTALLED AT ALL
MECHANICAL JOINTS.
NO WATERMAIN VALVES ARE TO BE
PLACED WITHIN THE STREETS.
O.D. + 1'
ANGLE VALVE
PROTECTED ro
WITH PLASTIC
WRAP
W
z
J
In
W �
1 " CORP.
COCK a
1 1,. COPPER SERVICE
PIPE TO BE SUPPORTED ALONG ENTIRE
LENGTH - EXCAVATE FOR EACH JOINT
WATER SERVICE INSTALLATION
(NO SCALE)
NOTE:
FIRE HYDRANT MARKERS TO BE INSTALLED
IN THE STREET PAVEMENT PERPENDICULAR
TO THE FIRE HYDRANT.
TEMP. F.H.
I I
89 Z �
�
1" K COPPER 88 I o
SERVICE UNE z, z "
15 LF. o I 11 K COPPER
z SERVICE UNE
o 50 LF.
0
90
1" K COPPER
SERVICE UNE
15 LF.
/ 91
o /
96 `
W 95
AC S: �= 93 \ / / i`p�
.k- -1 a J ,, / -0- ,
av � � 94 S n 0,0 85
aj 040 / / ti�
\ _
pr -j
EX. F.H. \ Mi V o4 S <1-v
\ \ \ / / �c9�L! n 84
Eq nrFR ° o\
N ��` o��A
KiyaC
P � `� O• s F
83 /
v
a \ \
82
/
81 /
9- 191I irp1 /.
87 II
1" K COPPER I
SERVICE UNE
�50LF.
oIN � —� rn
r ;o
mo
m � 86
L_ — _J
1" K COPPER / I
SERVICE UNE
2 LF.
N
80 W
1" K COPPER
SERVICE UNE
— 122 LF. I ( I
1" K COPPER
SERVICE UNE
22 LF. / ••. -
ILL ro,
79
10K COPPER
SERVICE UNE
22 LF.
78 Im ; 77
�x
1" K COPPER
SERVICE UNE
122 LF. m rn
76
J � J
in rn
m0
v
mm
CA m -'
cn m
r s'�
7100 o
0
rn
75
74
or.q
r 5�
?' m o
Cla
rn,rn
T
�I
�If
TEMP. F.H.
SCALE: 1 "= 50'
PRESSURE PIPE JOINT RESTRAINT TABLE
�
LENGTH
OF IPE TO BE RESTRAINED
L
w
>
co
IN
EACH
DIRECTION
FROM
1/4 OF BEND
BASED ON
48
I
PRESSURE
X
I
1" K COPPER
6
„
8
I
SERVICE UNE
"
16 18 20
„
24
„
30
BEND
r
63 LF.
� e
I
35
42
50
58
70' k1W
I'
80
95
,
115
& PLUGS
49 I
C •^,
V
W
(
1
1' K COPPER
I
SERVICE UNE
7'
9'
11'
I
63 LF.
17'
19'
21'
I
I
I I
I
50
1' K COPPER
3'
4'
5'
I
SERVICE UNE
8'
9'
10'
12'
63 LF. o
11-1/4*
2
I
I
I
51
1" K COPPER (
4'
4'
I
SERVICE UNE
6'
7'
I
� s I
63 LF. o
70'
/1N
52
I
I
1' K COPPER
I
SERVICE UNE
I
I
I
I
I
63 LF. P
53 I
1' K COPPER
I
SERVICE UNE
63 LF. c
I
1' K COPPER
o
SERVICE UNE
63 LF.
a \ \
82
/
81 /
9- 191I irp1 /.
87 II
1" K COPPER I
SERVICE UNE
�50LF.
oIN � —� rn
r ;o
mo
m � 86
L_ — _J
1" K COPPER / I
SERVICE UNE
2 LF.
N
80 W
1" K COPPER
SERVICE UNE
— 122 LF. I ( I
1" K COPPER
SERVICE UNE
22 LF. / ••. -
ILL ro,
79
10K COPPER
SERVICE UNE
22 LF.
78 Im ; 77
�x
1" K COPPER
SERVICE UNE
122 LF. m rn
76
J � J
in rn
m0
v
mm
CA m -'
cn m
r s'�
7100 o
0
rn
75
74
or.q
r 5�
?' m o
Cla
rn,rn
T
�I
�If
TEMP. F.H.
SCALE: 1 "= 50'
PRESSURE PIPE JOINT RESTRAINT TABLE
�
LENGTH
OF IPE TO BE RESTRAINED
L
w
>
co
IN
EACH
DIRECTION
FROM
1/4 OF BEND
BASED ON
150 psi TEST
PRESSURE
X
DEGREE OF
6
„
8
„
10 12
14
"
16 18 20
„
24
„
30
BEND
r
90 °, TEES
27
35
42
50
58
65
73
80
95
,
115
& PLUGS
°
Ory'�
C •^,
V
W
z
w
45°
7'
9'
11'
13'
15'
17'
19'
21'
24'
29'
22-1/2'
3'
4'
5'
6'
7'
8'
9'
10'
12'
14'
11-1/4*
2
2'
3'
3'
4'
4'
4'
5'
6'
7'
I '
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-4 No. °
19358 = \
o '• STATE OF
VA
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RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS,
US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM,
OR EQUAL._.
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESI(-?N ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
LEGEND
PROPOSED HYDRANT W /6" VALVE
• VALVE
� BLOW OFF ASSEMBLY
a REDUCER
INSTALL WATERMAIN TRACER WIRE
WITH ALL WATER MAINS LAID.
AND WARNING TAPE MUST BE INSTALLED
12" TO 18" ABOVE ALL WATERMAINS LAID
FULL DEPTH GRANULAR BACKFILL IS
NEEDED FOR ALL STREET CROSSINGS
ALL WATERMAINS SHALL BE
DUCTILE IRON AND INSTALLED PER
THE CITY OF CARM EL SPECIFICATIONS
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C701
JOB NO. 47175S2
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