1100 Sandpiper Lane WWTP #1003PVC PIPE RESTRAINT JOINT SCHEDULE
4 I P-MCTI-I (I) TO RF RFCTRAINFF)
NOMINAL
THRUST BLOCK
FOR TEES & PLUGS
HORIZONTAL BENDS
SIZE
VERTICAL OFFSETS VALVES
PIPE
SIZE
(I N.)
90'
BENDS
L(FT.)
45'
BENDS
L.(FT.)
22.5'
BENDS
L.(FT.)
11.25'
BENDS
L(FT.)
45' BENDS
SEE NOTE 4
LU(FT.) U(FT.)
OR
DEAD -ENDS
L(FT.)
4
20
8
4
2
20 3
50
6
28
10
5
2
28 4
70
8
36
14
6
3
36 5
90
10
40
18
8
4
45 6
110
12
50
20
9
4
52 8
120
14
56
23
10
5
60 9
140
16
60
26
11
6
67 10
160
1.8
69
29
12
6
74 12
180
20
8 FEET COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED
32
13
7
80 13
195
24
E76
33
15
7
81 14
200
30
250
36
18
9
97 16
235
36
100
40
20
10
110 20
270
42
11548
40
23
11
125 24
300
48
125
52
25
12
140 30
340
SIZE L RUN BRANCH L
FT SIZE SIZE FT
6X4 35 4" 4" F.O.
8X6 35 6" 6" 10
8X4 65 4"< LESS F.D.
10X8 35 8" 8 30
6"< LESS F.O.
10X6 65
12X10 35 10" 10" 48
12X8 65 8" 14
16X12 65 r12
FIFO.,
O
16X10 95 2"
20X18 35
20X16 65
20X12 120 16"100
24X20 65 40
24X18 95L20*
0< LES F.O.
24X16 120 20" 130
30X24 8016" 80
30X20 15012"< LES F.0
36X30 50 24" 130
36X24 150 20" 90
6) HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35
7) THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR -18 & 25 PIPE)
SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH
INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS
SHOULD ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE
VISIBLE AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A
FAILURE AT THE BELL RESULTING IN A SERVICE OUTAGE.
THRUST BLOCK
FOR TEES & PLUGS
42X36 80
SIZE
16"
40
SO. FT. BEARING
RF E
4"
42X30 150
16"
12"< LES
F.0
PVC PIPE RESTRAINT NOTES:
20'
48X42 80
0'
30"
140
(PROVIDE 12" LONG PIGTAIL
45' BEND
48X36 150
SO. FT, BEARING
24"
80
1) THIS. SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE
18"
20"
50
MAIN OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE
24"1900
STYPE
TRAPSLASTIC TIE
6"< LESS
F.O.
RESTRAINED TO LENGHTS INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM.
24'
36"
36"
180
2) ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE= 150PSI,
24"
20.00
30"
120
SOIL=GM OR SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20"
24"
24.89
24"
50
AND SMALLER PIPE SIZE OR 36 INCHES FOR 24" AND LARGER PIPE SIZE.
24'
31.67
20"<LESS
F.O.
90
24"
42"
42"
220
3) BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING.
24
60.67
36"
160
4) VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX.
1 24-1
86.11
30"
24"
80
40
8 FEET COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED
2.00
14'
0"< LES
F.0
LENGTH FOR THE UPPER (TOP) LEVEL. Li IS THE RESTRAINED LENGTH
4"
16'
1.56
FOR THE LOWER (DEEPER) LEVEL. ASSUME 45 DEGREE BENDS.
32'
48"
48"
250
24"
28'
18"
42"
180
5) TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON
18"
2.00
36"
90
EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN).
1.56
10"
30"
40
SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH" LINE.
11.50
26'
4"< LES
F.0
FT
MIN)
F.O.
= FITTING
ONLY
6) HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35
7) THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR -18 & 25 PIPE)
SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH
INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS
SHOULD ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE
VISIBLE AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A
FAILURE AT THE BELL RESULTING IN A SERVICE OUTAGE.
THE RODS
SEE NOTES
+ � 45
B
m 1/2' MAX
6" MIN.
0
* HEIGHT 24" MIN. 12" &LARGER
B + 18" MIN. PIPE
PIPE O.D. A 10" & SMALLER
PIPE
NOTES:
1. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED SOIL.
2. THESE TABLES SHOW MINIMUM SIZES FOR THRUST BLOCKS IN GOOD SOIL
(A-1 THRU A-3, CLEAN SANDS AND GRAVELS) WITH MINIMUM BEARING CAPACITY OF 2000 psi.
3. POOR SOILS A-4 THRU A-8,SILTY SOILS, CLAYS, MUCK AND PEAT WILL REQUIRE LARGER THRUST BLOCKING.
4. BOTH CONCRETE THRUST BLOCKS AND TIE RODS MUST BE USED WHEN, IN THE JUDGEMENT OF THE ENGINEER,
THE NATURE AND CRITICALITY OF AN INSTALLATION IS SUCH AS TO REQUIRE POSITIVE ASSURANCE OF STABILITY.
5. THE USE OF THRUST BLOCKS SHALL BE LIMITED TO SITUATIONS SUCH AS POINT REPAIR WHERE EXPOSING SEVERAL
JOINTS OF PIPE IS NOT FEASIBLE DUE TO EXISTING GROUND CONDITIONS.
6. CONCRETE COLLARS WITH TIE RODS MAY BE USED ON DEAD END LINES AT THE CONTRACTOR'S DISCRETION.
NUMBER OF TIE RODS SHALL BE AS FOLLOWS:
3"- 8" DIAMETER MAIN - 2 TIE RODS PER JOINT
10"-12" DIAMETER MAIN - 4 TIE RODS PER JOINT
14"-20" DIAMETER MAIN - 6 TIE RODS PER JOINT
24"-36" DIAMETER MAIN - 8 TIE RODS PER JOINT
42"-48" DIAMETER MAIN - 10 TIE RODS PER JOINT
7. MAXIMUM TEST PRESSURE TO BE 150 PSI.
THRUST BLOCK
FOR TEES & PLUGS
TOGETHER WITH
SIZE
ELECTRICAL WIRE NUT.
TEE
SO. FT. BEARING
RF E
4"
16"
16"
18"
1.78
6°
20'
90 BEND
3.33
SQ. FT. BEARING
(PROVIDE 12" LONG PIGTAIL
45' BEND
N
SO. FT, BEARING
22
1 T BEND
40°
18"
if
"
48"
24"1900
STYPE
TRAPSLASTIC TIE
14"
40'
56"
24'
15.56
16"
48"
60'
24"
20.00
18"
56'
64"
24"
24.89
20"
60°
76"
24'
31.67
_T4_
1.56
90
24"
45.00
30"
86'
102
24
60.67
36"
116"
108'
1 24-1
86.11
THE RODS
SEE NOTES
+ � 45
B
m 1/2' MAX
6" MIN.
0
* HEIGHT 24" MIN. 12" &LARGER
B + 18" MIN. PIPE
PIPE O.D. A 10" & SMALLER
PIPE
NOTES:
1. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED SOIL.
2. THESE TABLES SHOW MINIMUM SIZES FOR THRUST BLOCKS IN GOOD SOIL
(A-1 THRU A-3, CLEAN SANDS AND GRAVELS) WITH MINIMUM BEARING CAPACITY OF 2000 psi.
3. POOR SOILS A-4 THRU A-8,SILTY SOILS, CLAYS, MUCK AND PEAT WILL REQUIRE LARGER THRUST BLOCKING.
4. BOTH CONCRETE THRUST BLOCKS AND TIE RODS MUST BE USED WHEN, IN THE JUDGEMENT OF THE ENGINEER,
THE NATURE AND CRITICALITY OF AN INSTALLATION IS SUCH AS TO REQUIRE POSITIVE ASSURANCE OF STABILITY.
5. THE USE OF THRUST BLOCKS SHALL BE LIMITED TO SITUATIONS SUCH AS POINT REPAIR WHERE EXPOSING SEVERAL
JOINTS OF PIPE IS NOT FEASIBLE DUE TO EXISTING GROUND CONDITIONS.
6. CONCRETE COLLARS WITH TIE RODS MAY BE USED ON DEAD END LINES AT THE CONTRACTOR'S DISCRETION.
NUMBER OF TIE RODS SHALL BE AS FOLLOWS:
3"- 8" DIAMETER MAIN - 2 TIE RODS PER JOINT
10"-12" DIAMETER MAIN - 4 TIE RODS PER JOINT
14"-20" DIAMETER MAIN - 6 TIE RODS PER JOINT
24"-36" DIAMETER MAIN - 8 TIE RODS PER JOINT
42"-48" DIAMETER MAIN - 10 TIE RODS PER JOINT
7. MAXIMUM TEST PRESSURE TO BE 150 PSI.
THRUST BLOCK DETAILS
BRANCH VALVE BOX OR
BOX ACCESS (SEE NOTE 2)
LOCATE BOX REQ- (SEE -"V" CUT IN 6" PVC PIPE
RISER
P' PVC PIPE RIS LOCATING WIRE
PARALLEL TO MAIN
FORCE MAIN
LOCATE WIRE SYSTEM 10' MAX
LOCATE WIRE BOX NOTES. tWIRETO
G
UTILIZING
CO -POLYMER METER 1. LOCATING WIRE TO BE INSTALLED IN EITHER THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE
( CONNECT WIRES IRON OR PVC (PRESSURE MAINS). LOCATE WIRE SHALL ALSO BE INSTALLED ON ALL (HDPE) POLY MAIN
TOGETHER WITH PIPING (1:00 OR 11:00 POSITION, IF POSSIBLE). SECWI HWIRE NUT ) (SEE NOTE DUCTEE OR SADDLE
#8) 2. SECURE LOCATING WIRE TO PVC & D.I.P. FORCE MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TYPEATIE STRAPS SPACED AT A MAXIMUM DISTANCE OF TEN (10') AND AT EACH SIDE OF BELL JOINT OR 4" AND LARGER BRANCHFil FITTING. LOCMAIN
3. THE ENTIRE LOCATING SYSTEM SHALL BE SUBJECTED TO TESTING TO DETERMINE ITS RELIABILITY. WHERE BRANCH FORCE MAIN
INSTALLED UNDER PAVEMENT AREAS, TESTING SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT,
UNLESS APPROVED OTHERWISE BY OWNER. (4" AND LARGER SEWER
4" or LARGER 4. LOCATING WIRE SHALL TERMINATE WITHIN AN ACTIVE VALVE BOX ( WITH A VALVE ) OR A METER BOX ( NOTE: MAIN)
BRANCH FORCE MAIN IF NO VALVE ) AT 475' INTERVALS. WIRE CONNECTIONS BELOW GROUND (OUTSIDE OF A BOX) SHALL BE
1. NOTE THAT THE BRANCH WIRE IS NOT CONNECTED TO THE MAIN WIRE.
SEE PLATE AVOIDED.
S -49A 5. LOCATING WIRE SHALL BE 10 GAUGE, SINGLE STRAND, OF RATED (DIRECT BURIAL), COPPER WIRE WITH 2. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A 'Y" CUT IN THE
LOCATE WIRE BOX UTILIZING 30 MIL (MIN.) INSULATION WITH EITHER WHITE OR YELLOW COLOR. FOR HDD INSTALLATIONS, THE LOCATE 6" PVC RISER PIPE SECTION.
VALVE BOX W/VALVE SEE PLATE
5-496 WIRE SHALL BE COPPER CODED STEEL AS SPECIFIED IN SPEC. SECTION 750.
6. " X " INDICATES THAT THE WIRES ARE CONNECTED TOGETHER.
7. " 0 INDICATES A WIRE PIG -TAIL (12" LONG)
DUCT TAPE OR ZIPPER
TYPE PLASTIC TIES 8. AN "LW" CUT SHALL BE CARVED IN THE CONCRETE CURB AND PAINTED AT ALL LOCATE WIRE BOXES.
LOCATE WIRE BOX UTILIZING VALVE WATER MAIN
BOX W/VALVE
SEE PLATE 5-496
LOCATE WIRE CONSTRUCTION FOR FORCEMAINS
LOCATE WIRE SHALL TERMINATE
IN LOCATE WIRE BOX
DEAD END PLUGGED
CONNECT WIRE
\
TOGETHER WITH
`BOX ACCESS (SEE NOTE 1)
ELECTRICAL WIRE NUT.
LID) (POSITION BOX PARALLEL WITH -7
PROVIDE 12" PIG TAIL
THRUST BLOCK FOR BENDS
VALVE BOX
DUCT TAPE OR ZIPPER//-�FORCE
��IC TIE7
MAIN
IT
STYPE TRAPS JAI
PROVIDE 3" THI
90 BEND
GRAVEL BOTTOM
SQ. FT. BEARING
(PROVIDE 12" LONG PIGTAIL
45' BEND
N
SO. FT, BEARING
22
1 T BEND
50. FT. BEARING
11 1 4' BEND
SD. Fi. BEARING
SIZE
04
IN PIPE)
STYPE
TRAPSLASTIC TIE
C)
FORCE MAIN
/ F
Vcn
SURFACE
A
8
R-9--
R
4"
16'
16"
18"
1.78
14"
16"
18'
1.56
14"
16"
18'
1.56
14'
16"
18"
1.56
6"
N4'
22"
32"
18"
4.89
16"
18"
18"
2.00
14'
16'
18"
1.5
4"
16'
1.56
8"
32'
36"
18"
8.00
24"
28'
18"
4.67
16"
18"
18"
2.00
16'
1.56
10"
36"
46"
18'
11.50
26'
36"
18"
6.50
20'
24"
18"
3.33
14'
18"
18'
1.75
12°
44"
56"
p4'
17.11
32"
40"
24°
8.89
24"
30"
4'
S•�
16"
0"
4'
2.22
14'
52'
62"
24'
22.39
36"
48"
24"
12.00
26'
36°
24"
6.50
20'
24'
24°
3.33
16"
58"
72"
24"
29.00
40'
54"
24"
15.00
32"
38"
24"
8.44
22"
26'
24"
3.97
18"
64"
80"
24"
35.56
46"
60"
24'
19.17
36"
42°
24'
10.50
24°
32'
24'
5.33
20"
72
88"
24"
44.00
g2"
66'
24"
23.83
38'
48°
24'
12.67
26"
36'
24°
6.50
24
96'
96'
24"
63.89
64"
78'
24'
34.67
46"
56"
24°
17.89
32"
40
24°
8.89
30"
122"
102"
24°
86.11
72°
94"
24
47.00
56
62'
24
24.11
36
48"
24"
12.00
36"
166°
104
24
123.33
88"
108"
24"
66.00
64"
78"
24"
34.67
44'
54'
24"
1 16.50
THRUST BLOCK DETAILS
BRANCH VALVE BOX OR
BOX ACCESS (SEE NOTE 2)
LOCATE BOX REQ- (SEE -"V" CUT IN 6" PVC PIPE
RISER
P' PVC PIPE RIS LOCATING WIRE
PARALLEL TO MAIN
FORCE MAIN
LOCATE WIRE SYSTEM 10' MAX
LOCATE WIRE BOX NOTES. tWIRETO
G
UTILIZING
CO -POLYMER METER 1. LOCATING WIRE TO BE INSTALLED IN EITHER THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE
( CONNECT WIRES IRON OR PVC (PRESSURE MAINS). LOCATE WIRE SHALL ALSO BE INSTALLED ON ALL (HDPE) POLY MAIN
TOGETHER WITH PIPING (1:00 OR 11:00 POSITION, IF POSSIBLE). SECWI HWIRE NUT ) (SEE NOTE DUCTEE OR SADDLE
#8) 2. SECURE LOCATING WIRE TO PVC & D.I.P. FORCE MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TYPEATIE STRAPS SPACED AT A MAXIMUM DISTANCE OF TEN (10') AND AT EACH SIDE OF BELL JOINT OR 4" AND LARGER BRANCHFil FITTING. LOCMAIN
3. THE ENTIRE LOCATING SYSTEM SHALL BE SUBJECTED TO TESTING TO DETERMINE ITS RELIABILITY. WHERE BRANCH FORCE MAIN
INSTALLED UNDER PAVEMENT AREAS, TESTING SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT,
UNLESS APPROVED OTHERWISE BY OWNER. (4" AND LARGER SEWER
4" or LARGER 4. LOCATING WIRE SHALL TERMINATE WITHIN AN ACTIVE VALVE BOX ( WITH A VALVE ) OR A METER BOX ( NOTE: MAIN)
BRANCH FORCE MAIN IF NO VALVE ) AT 475' INTERVALS. WIRE CONNECTIONS BELOW GROUND (OUTSIDE OF A BOX) SHALL BE
1. NOTE THAT THE BRANCH WIRE IS NOT CONNECTED TO THE MAIN WIRE.
SEE PLATE AVOIDED.
S -49A 5. LOCATING WIRE SHALL BE 10 GAUGE, SINGLE STRAND, OF RATED (DIRECT BURIAL), COPPER WIRE WITH 2. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A 'Y" CUT IN THE
LOCATE WIRE BOX UTILIZING 30 MIL (MIN.) INSULATION WITH EITHER WHITE OR YELLOW COLOR. FOR HDD INSTALLATIONS, THE LOCATE 6" PVC RISER PIPE SECTION.
VALVE BOX W/VALVE SEE PLATE
5-496 WIRE SHALL BE COPPER CODED STEEL AS SPECIFIED IN SPEC. SECTION 750.
6. " X " INDICATES THAT THE WIRES ARE CONNECTED TOGETHER.
7. " 0 INDICATES A WIRE PIG -TAIL (12" LONG)
DUCT TAPE OR ZIPPER
TYPE PLASTIC TIES 8. AN "LW" CUT SHALL BE CARVED IN THE CONCRETE CURB AND PAINTED AT ALL LOCATE WIRE BOXES.
LOCATE WIRE BOX UTILIZING VALVE WATER MAIN
BOX W/VALVE
SEE PLATE 5-496
LOCATE WIRE CONSTRUCTION FOR FORCEMAINS
LOCATE WIRE SHALL TERMINATE
IN LOCATE WIRE BOX
DEAD END PLUGGED
CONNECT WIRE
\
TOGETHER WITH
`BOX ACCESS (SEE NOTE 1)
ELECTRICAL WIRE NUT.
LID) (POSITION BOX PARALLEL WITH -7
PROVIDE 12" PIG TAIL
LOCATE WIRE
VALVE BOX
DUCT TAPE OR ZIPPER//-�FORCE
��IC TIE7
MAIN
IT
STYPE TRAPS JAI
PROVIDE 3" THI
LOCATE WIRE BOX UTILIZING VALVE BOX
INSTALL CO -POLYMER METER BOX WITH
N
N
HEAVY-DUTY IRON LID (PAINT TOP OF
cn
C N
U-0 cm
LID) (POSITION BOX PARALLEL WITH -7
MAIN I i
v
m
/
CONNECT WIRES TOGETHER
PROVIDE 3" THI
WITH ELECTRICAL WIRE NUT -
GRAVEL BOTTOM
(PROVIDE 12" LONG PIGTAIL
. C C
N
ENDS)
2" PVC RISER PI
N
UQ;(
LOCATING WIRE (ROUTED
DUCT TAPE OR ZIPPER
04
IN PIPE)
STYPE
TRAPSLASTIC TIE
C)
FORCE MAIN
/ F
LOCATE WIRE BOX UTILIZING METER BOX
NOTES
1. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A 'V"
CUT IN THE 6" PVC RISER PIPE.
tA)A
JOHN E. COLUNS, JR PE/40085
STANDARD SEWER DETAILS
REVISIONS
CONFORMED
12/16/2010
I FILE NO
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