HomeMy WebLinkAbout06070029.16SCALE: 1 "= 50'
LEGEND
PROPOSED HYDRANT W 16" VALVE
• VALVE
A
N
a
LIN
11 N,
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d'
1' -0 "(MIN.)
(CONFORM TO LOCAL REQUIREMENTS)
2' -0" DIA.X2' -0 "DEEP
CONCRETE \ BEARING PAD
THRUST BLOCK OR ANCHOR
CAST -IN -PLACE AGAINST BLOCKING IF
UNDISTURBED GROUND REQUIRED
WITH SPECIFICATI
ATE
LVE WATER MAIN
THRUST BLOCK
FIRE HYDRANT DETAIL
O.D. + 1'
— — —
(ANGLE VALVE
........................................................ ...............................
P. .............................
.................. ............................... ....... ............................... .......
PROTECTED
WITH PLASTIC
IN EACH DIRECTION
WRAP
F.H. TO .................. .....................I.........
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1 " CORP.
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COCK
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/ O �
1 COPPER SERVICE
i
1" K COPPER
14"
PIPE TO
BE SUPPORTED ALONG ENTIRE
LENGTH
- EXCAVATE FOR EACH JOINT
WATER SERVICE
INSTALLATION
— — —
1 ". K. COPPER .:.
........................................................ ...............................
P. .............................
.................. ............................... ....... ............................... .......
\H. ...
......................... ........................... .................
'
IN EACH DIRECTION
ITEMP.
F.H. TO .................. .....................I.........
3/4" K COPPER
BE REMOVED
SERVICE LINE
PRESSURE
' f I SE
I
8 I
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1" K COPPER
14"
16" 18" 20"
SERVICE LINE
30"
8� TEMP.
36 L.F.
I
SERVICE LINE
36 L.F.
50'
58'
\ TEMP. F.H. M
1" K COPPER
80'
8
115'
45'
F.H.
` 1" K COPPER_
SERVICE LINE
11'
3 4" K COPPER
�
' 36 L.F.
I
.............................
SERVICE LINE
21'
24'
L.F.
4
22 -1 /2'
3'
SERVICE LINE
5'
6'
1" K COPPER:
:...
1 ". K. COPPER .:.
LENGTH OF IPE TO BE RESTRAINED
IN EACH DIRECTION
FROM
1/4 OF BEND
BASED ON 150 psi TEST
PRESSURE
DEGREE OF
BEND
6" 8" 10"
12"
14"
16" 18" 20"
24"
30"
:
36 L.F:
27'
I
SERVICE LINE
36 L.F.
50'
58'
65'
1" K COPPER
80'
95'
115'
45'
7'
9'
11'
13'
15'
17'
19'
21'
24'
29'
22 -1 /2'
3'
4'
5'
6'
7'
8'
9'
10'
12'
SERVICE LINE
Y
11 -1 /4'
2'
2'
3'
3'
4'
4'
4'
5'
4 L.F.
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E..R.K LINE
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.... ...S1 .. ............
COPPER,.. .
36 L.F
: :
...........1" K COPPER
SERVICE LINE
4 L.F.
3/4'...K.-COPPER
SERVICE LINE :
3[4 "...K COPPER;
36 L.F.
I
SERVICE LINE
............
36 L.F.
1" K COPPER
3/4" K COPPER
SERVICE LINE
SERVICE LINE
36 L.F.
I
4 L.F.
............................ .
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SERVICE LINE ...
1" K COPPER ...............
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K COPPER.
SERVICE LINE
1" K...COPPER
36 L.F
36 L.F.
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SERVICE LINE
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COPP
17..K ER
Y
36 L.F.;
...............
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SERVICE LINE
.............
4 L.F.
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SERVICE LINE :. ........,
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......... ..............................,
SERVICE LINE ..
36 L.F.
1" K COPPER.
...........::
36 L.F.:
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..._
_..1" K COPPER
3/4" K COPPER
SERVICE LINE
I
SERVICE LINE
3� 4 "..K ...COPPER
36 L.F.
4 L.F.
SERVICE LINE
...
..... .......... ........ ....
...... .
1" K COPPER
SERVICE LINE
-
36 L.F.
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SERVICE LINE
4 L.F.
.........
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SERVICE LINE
1" K COPPER;
..............
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36 L.F.
SERVICE LINE
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SERVICE LINE ............
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41 L.F.
—
— — —
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— — _ —
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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,
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
PRESSURE PIPE JOINT RESTRAINT TABLE
LENGTH OF IPE TO BE RESTRAINED
IN EACH DIRECTION
FROM
1/4 OF BEND
BASED ON 150 psi TEST
PRESSURE
DEGREE OF
BEND
6" 8" 10"
12"
14"
16" 18" 20"
24"
30"
90', TEES
& PLUGS
27'
35'
42'
50'
58'
65'
73'
80'
95'
115'
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'
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19358 Ln
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'.� /NDIANP'.:
ZONAL
'11,11n1n10a0
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ALL WATERMAIN SERVICE LINES TO
TERMINATE 8 FEET BEHIND SIDEWALK
AND MARKED WITH A 4" PVC PIPE
WITH A PAI1\lTP7n RI I iF7 TnFD
NOTE: POST -CAPS OR EQUIVALENT IS
REQUIRED ON ALL WATER
VALVE INSALLATION AND MEGA LUGS
MUST BE INSTALLED AT ALL
MECHANICAL JOINTS.
NO WATERMAIN VALVES ARE TO BE
PLACED WITHIN THE STREETS.
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 CARMEL SPECIFICATIONS
NOTE:
FIRE HYDRANT MARKERS TO BE INSTALLED
IN THE STREET PAVEMENT PERPENDICULAR
TO THE FIRE HYDRANT.
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19358 Ln
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'.� /NDIANP'.:
ZONAL
'11,11n1n10a0
W_
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H-
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W
U
ALL WATERMAIN SERVICE LINES TO
TERMINATE 8 FEET BEHIND SIDEWALK
AND MARKED WITH A 4" PVC PIPE
WITH A PAI1\lTP7n RI I iF7 TnFD
NOTE: POST -CAPS OR EQUIVALENT IS
REQUIRED ON ALL WATER
VALVE INSALLATION AND MEGA LUGS
MUST BE INSTALLED AT ALL
MECHANICAL JOINTS.
NO WATERMAIN VALVES ARE TO BE
PLACED WITHIN THE STREETS.
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 CARMEL SPECIFICATIONS
NOTE:
FIRE HYDRANT MARKERS TO BE INSTALLED
IN THE STREET PAVEMENT PERPENDICULAR
TO THE FIRE HYDRANT.
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JOB NO. 46600S1