HomeMy WebLinkAbout03_Sewer Utility Material SubmittalsTo:
DATE: 1/15/2021
Attention:PHONE:
Project:
We are enclosing:
Submittal Application Supplier
Sewer Utility Material Sanitary Sewer Core and Main
(A) For approval or corrections - Return
(B) For review and comment
(C) Approved as corrected - Return
(D) Approved - Work may proceed
(E) Revise and resubmit - Work may proceed
(F) Revise and resubmit -
Work MAY NOT proceed
ITEM #DESCRIPTION ACTION REQD.
Barghausen Consulting Engineers, Inc. SUBMITTAL #03 - Sewer Utilities
18215 72nd Ave S
Kent, WA 98032
Trenton Skoda
Forest Terrace (Pulte Homes)
Renton, WA
Product
1 Misc. Product Data Cut Sheets A
ACTION REQUIRED
HOS BROS. CONSTRUCTION
PO BOX 1788
WOODINVILLE, WA 98072
425-481-5569-PHONE
425-481-6634-FAX
BENEFITS
JM Eagle’s Ring-Tite Gravity Sewer pipe features an improved design for re-serve strength and stiffness to increase load-bearing capacity, maximizing sewer system capacity at a reasonable cost.
• It is unaffected by the fluids found in ordinary domestic sewage; sewer gasses and the sulfuring acid generated by the completion of the hydrogen sulfide cycle; and corrosive soils both alkaline and acidic.
• Maintains performance against tuberculation, corrosion and external galvanic soil conditions without lining wrapping, coating or cathodic protection.
• It resists abrasion, gouging and scouring far better than most common piping materials.
• Its interiors stay smooth over long years of service while maximizing system capacity, allowing for savings in pumping costs, as well as savings on the size of the pipe required.
• The light weight of the pipe reduces manpower required for installation.
• It can be field-cut with a power saw or ordinary handsaw and be beveled without the use of expensive or complicated machinery.
• Gasketed tee and wye saddles for tapping into previously installed PVC sewer lines eliminate the need for field solvent welding.
DESCRIPTION
JM Eagle’s Gravity Sewer pipe ASTM D3034 is available in SDR 35 and SDR 26 in 4- to 15-inch diameters and ASTM F679 is available in PS 46 and PS 115 in 18- to 48-inch diameters. It comes in 14- and 20-foot lengths.
The pipe can be directed to most existing sewer equipment. It can also be con-nected to IPS cast- or ductile-iron fittings with the appropriate adapters and/or tran-sition gaskets.
JM Eagle Gravity Sewer pipe comes with Ring-Tite joints with locked-in gaskets. Joints meet or exceed ASTM D3212 for joint tightness, including a 22-inch Hg vac-uum and a 25-foot head pressure test.
APPLICATIONS
JM Eagle’s Ring-Tite PVC Gravity Sewer pipe is suitable for conveying domes-tic sanitary sewage, as well as certain industrial wastes.
Building essentials for a better tomorrow
GRAVITY SEWER
MEETS ASTM D3034 AND F679.
PLEASE CONTACT YOUR JM EAGLE REPRESENTATIVE OR VISIT WWW.JMEAGLE.COM FOR MORE INFORMATION.Revised 5/14/2012. This information may have been updated. Please download the latest version at www.jmeagle.com/onesheets.
JM EAGLE’S RING-TITE JOINT OFFERS ADDITIONAL BENEFITS.
• Seated in a deep groove, the flexible elastomeric Rieber gasket provides a tight seal that protects the line from shock, vibration and earth movement, and compensates for expansion and contraction of the pipe lengths.
• Quick and easy to assemble with a simple push, there’s no field mixing or application of cement.
• The joint remains tight under normal operating conditions.
Building essentials for a better tomorrow
GRAVITY SEWER
SUBMITTAL AND DATA SHEET
PIPE
SIZE (IN)
AVERAGE
O.D.(IN)
NOM.
I.D. (IN)
MIN.
T. (IN)
MIN. E
(IN)
APPROX.
D9(IN)
APPROX.
WEIGHT
(LBS/FT)
SDR 35 (PS46) ASTM D3034
4 4.215 3.975 0.120 3.50 4.695 1.05
6 6.275 5.915 0.180 4.25 6.995 2.36
8 8.400 7.920 0.240 4.75 9.360 4.24
10 10.500 9.900 0.300 6.00 11.700 6.64
12 12.500 11.780 0.360 6.25 13.940 9.50
15 15.300 14.426 0.437 7.25 17.048 14.19
SDR 26 (PS115) ASTM D3034
4 4.215 3.891 0.162 3.50 4.863 1.40
6 6.275 5.793 0.241 4.25 7.239 3.11
8 8.400 7.754 0.323 4.75 9.692 5.63
10 10.500 9.692 0.404 6.00 12.116 8.84
12 12.500 11.538 0.481 6.25 14.424 12.56
15 15.300 14.124 0.588 7.25 17.652 18.90
PS46, ASTM F679
18 18.701 17.629 0.499 8.00 20.845 21.43
21 22.047 20.783 0.588 9.50 24.575 29.88
24 24.803 23.381 0.661 9.60 27.647 38.96
27 27.953 26.351 0.745 10.10 31.157 49.47
30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18
36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00
42 CIOD 44.500 41.948 1.187 22.43 49.604 —
48 CIOD 50.800 47.888 1.355 24.78 56.624 —
PS115, ASTM F679
18 18.701 17.261 0.671 8.00 21.581 28.49
21 22.047 20.349 0.791 9.50 25.443 —
24 24.803 22.891 0.889 9.60 28.627 —
27 27.953 25.799 1.002 10.10 32.261 —
30 CIOD 32.000 29.070 1.148 16.75 36.348 —
36 CIOD 38.300 35.464 1.373 19.02 45.438 —
42 CIOD 44.500 41.072 1.596 22.43 51.356 —
48 CIOD 50.800 46.886 1.822 24.78 58.628 —
Product Standard:
Pipe Compound:
Gasket:
Integral Bell Joint:
Pipe Stiffness:
Pipe Length:
Installation:
ASTM 3034 (4”–15”)
ASTM F679 (18”–48”)
ASTM D1784 Cells Class 12454 or 12364
ASTM F477
ASTM D3212
ASTM D2412 F/Y = 46 PSI or 115 PSI
14 or 20 feet laying length
ASTM D 2321
JM Eagle™ Installation Guide
9
9 Revised 5/14/2012. This information may have been updated. Please download the latest version at www.jmeagle.com/onesheets.
CRESLINE-NORTHWEST, LLC.
CORPORATE HEADQUARTERS: 600 CROSS POINTE BOULEVARD · EVANSVILLE, IN 47715 · TELEPHONE (812) 428-9300
PLANT: 223 MAURIN ROAD · CHEHALIS, WA 98532 · TELEPHONE (360) 740-0708 · FAX (360) 740-0721
www.cresline.com
PVC SDR 35 D-3034 SEWER PIPE
SOLVENT WELD
CNWPVC-353034SW MARCH, 2012
PLEASE ORDER BY PART NUMBER.
WEIGHT FEET PERCENT MIN.
10' BELLED END MIN. PER PER OF BELL PART
SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO.
SOLVENT WELD
PVC-SEWER
SDR 35
ASTM D-3034
SOLID
&
PERFORATED
GREEN
WEIGHT FEET PERCENT MIN.
20' BELLED END MIN. PER PER OF BELL PART
SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO.
SOLVENT WELD
PVC-SEWER
SDR 35ASTM D-3034SOLID
&PERFORATEDGREEN
WEIGHT FEET PERCENT MIN.10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO.SOLVENT WELDPVC-SEWERSDR 35
ASTM D-3034
SOLID
&
PERFORATED
WHITE
WEIGHT FEET PERCENT MIN.
20' BELLED END MIN. PER PER OF BELL PART
SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO.
SOLVENT WELD
PVC-SEWER
SDR 35
ASTM D-3034
SOLID
&
PERFORATED
WHITE
REFER TO ASTM D-2321 FOR PROPER INSTALLATION PROCEDURES OF SDR-35 SEWER PIPE.
INSTALL AS DIRECTED BY ASTM D-2321.
PERFORATIONS ARE 2 ROWS OF ½" HOLES ON 5" CENTERS 120° APART.
53113
4" PERF 4.215 3.975 .120 106.51 1200 6.6 3.5 53121
106.51 1200 6.6 3.54" SOLID 4.215 3.975 .120
53179
6" PERF 6.275 5.915 .180 238.40 350 4.1 4.0 53196
238.40 350 4.1 4.06" SOLID 6.275 5.915 .180
53112
4" PERF 4.215 3.975 .120 106.51 900 4.2 3.5 53119
106.51 900 4.2 3.54" SOLID 4.215 3.975 .120
4" SOLID 4.215 .120 106.51
6" SOLID 6.275 .180 238.40
4" PERF
6" PERF
900
900
350
350
4.215
6.275
3.975 4.2
4.2
4.1
4.1
3.5
3.5
4.0
4.0
53115
53120
53180
53195
4" PERF 4.215 3.975
106.51
238.40
3.975
5.915
5.915
.120
.180
.120 106.51 1200 6.6
238.40 700 9.76" SOLID 6.275 5.915
6" PERF 6.275 5.915
.180
.180 238.40 700 9.7
4" SOLID 4.215 3.975 .120 106.51 1200 6.6 3.5 53118
3.5 53122
4.0 53183
4.0 53197
6" SOLID 6.275 5.915 .180 238.40 700 9.7 4.0 53184
6" PERF 6.275 5.915 .180 238.40 700 9.7 4.0 53198
NOTES:
OLYMPIC FOUNDRY INC.
8" X 4" LOCKING CLEAN-OUT RING & COVER
MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. M1007 D/T
APPROX WT: Ring - 42 Lbs, Cover 14 - Lbs REV: A DATE: 7/9/2003 New border REV
ADOCUMENT APPROVED
BY: DATE:
DWN: CL DATE: 7/9/2003 TOLERANCE
XX +- .1
XXX +- .06
XXXX +- .030
< +- 2 DEG
REV: DATE:
CHKD: CL DATE: 7/9/2003 DWG #: M1007 DT SCALE: N/A SHEET: 1 OF 1
Boltless restrained joint systems • Multiple design options available from 3”–36” • Fast and easy installation • 350 psi pressure rating • Independently tested
mcwaneductile.com
MCWANE DUCTILEIRON PIPE
TYTON® JOINT PIPE
Pipe Size In.
PressureClasspsi
NominalThicknessIn.
OD* In.
Wt. of BarrelPer Ft. † Lb.
Tyton® Joint
Wt. of
Bell Lb.
Wt. Per Lgth.† Lb.
Avg. Wt. Per Ft.‡ Lb.3 350 0.25 3.96 8.90 7.00 185 9.2043500.25 4.80 10.90 9.00 225 11.30
6 350 0.25 6.90 16.00 11.00 300 16.60
8 350 0.25 9.05 21.10 17.00 395 22.00
10 350 0.26 11.10 27.10 24.00 510 28.40
12 350 0.28 13.20 34.80 29.00 655 36.40
14
250 0.28 15.30 40.40 45.00 770 42.90
300 0.30 15.30 43.30 45.00 825 45.803500.31 15.30 44.70 45.00 850 47.20
16
250 0.30 17.40 49.30 54.00 940 52.30
300 0.32 17.40 52.50 54.00 1000 55.50
350 0.34 17.40 55.80 54.00 1060 58.80
18
250 0.31 19.50 57.20 59.00 1090 60.50
300 0.34 19.50 62.60 59.00 1185 65.90
350 0.36 19.50 66.20 59.00 1250 69.50
20
250 0.33 21.60 67.50 74.00 1290 71.60
300 0.36 21.60 73.50 74.00 1395 77.60
350 0.38 21.60 77.50 74.00 1470 81.60
24
200 0.33 25.80 80.80 95.00 1550 86.10
250 0.37 25.80 90.50 95.00 1725 95.80
300 0.40 25.80 97.70 95.00 1855 103.00
350 0.43 25.80 104.90 95.00 1985 110.20
30**
150 0.34 32.00 103.50 139.00 2000 111.202000.38 32.00 115.50 139.00 2220 123.20
250 0.42 32.00 127.50 139.00 2435 135.20
300 0.45 32.00 136.50 139.00 2595 144.20
350 0.49 32.00 148.40 139.00 2810 156.10
36**
150 0.38 38.30 138.50 184.00 2675 148.70
200 0.42 38.30 152.90 184.00 2935 163.10
250 0.47 38.30 170.90 184.00 3260 181.10
300 0.51 38.30 185.30 184.00 3520 195.50
350 0.56 38.30 203.20 184.00 3840 213.40
† Including bell; calculated weight of pipe rounded off to the nearest 5 lb.
‡ Including bell; average weight per foot, based on calculated weight of pipe before rounding.
* Tolerances of OD of spigot end: 3–12 in. = +0.06 in. & -0.06 in. ; 14–24 in. = +0.05 in. & -0.08 in. ;
30–36 in. = +0.08 in. & -0.06 in.
** Fastite® Joint
STANDARD DIMENSIONS AND WEIGHTS OF
3” THROUGH 36” PUSH-ON JOINT DUCTILE IRON PIPE
Tyton® Joint
Pipe Size In.
Pipe
Thickness In.
Outside
Diameter *Dimensions In.
From To In.A B
3 .25 .40 3.96 5.80 3.00
4 .25 .41 4.80 7.10 3.156.25 .43 6.90 8.63 3.38
8 .25 .45 9.05 10.94 3.69
10 .26 .47 11.10 13.32 3.7512.28 .49 13.20 15.06 3.75
14 .28 .51 15.30 17.80 5.00
16 .30 .52 17.40 19.98 5.0018.31 .53 19.50 22.00 5.00
20 .33 .54 21.60 24.12 5.25
24 .33 .56 25.80 28.43 5.50
30 .34 .63 32.00 35.40 6.55
36 .38 .73 38.30 41.84 7.00
*Nominal laying length is 18 ft.
Pipe Size In.
Pipe
Thickness
In.
Outside Diameter *Dimensions In.Bolts Bell Weight Lb.
Gland** Bolts Gasket Weight Lb.From To In.B J K1 K2 No.Size In.Length In.
3 .25 .40 3.96 2.50 6.19 7.62 7.69 4 5/8 3 11 7
4 .26 .41 4.80 2.50 7.50 9.06 9.12 4 3/4 3-1/2 16 10
6 .25 .43 6.90 2.50 9.50 11.06 11.12 6 3/4 3-1/2 18 16
8 .27 .45 9.05 2.50 11.75 13.31 13.37 6 3/4 4 24 25
10 .29 .47 11.10 2.50 14.00 15.62 15.62 8 3/4 4 31 30
12 .31 .49 13.20 2.50 16.25 17.88 17.88 8 3/4 4 37 40
14 .33 .51 15.30 3.50 18.75 20.25 20.25 10 3/4 4-1/2 61 45
16 .34 .52 17.40 3.50 21.00 22.50 22.50 12 3/4 4-1/2 74 55
18 .35 .53 19.50 3.50 23.25 24.75 24.75 12 3/4 4-1/2 85 65
20 .36 .54 21.60 3.50 25.50 27.00 27.00 14 3/4 4-1/2 98 85
24 .38 .56 25.80 3.50 30.00 31.50 31.50 16 3/4 5 123 105
* Nominal laying length is 18 ft.
** Weight shown for regular grey cast iron follower gland, corton bolts and rubber gasket.
Pipe
Size
In.
Thickness A
PipeO.D.
B
RetainerO.D.
Full Length Weight - Lb.**SafeEndPullLb.
Class
(A21.51)T AsShipped
Under Water
Full ofAir Full ofWater655.40 6.90 13.88 545 240 465 50,000
8 55 .42 9.05 16.63 770 240 655 70,000
10 55 .44 11.10 19.13 1005 220 860 95,000
12 55 .46 13.20 22.00 1270 155 1080 120,000
14 56 .51 15.30 24.50 1655 160 1410 145,000
16 56 .52 17.40 27.00 1990 45 1685 165,000
18 56 .53 19.50 30.00 2375 -70 2015 195,000 58*.59 2560 110 2170
20 56 .54 21.60 32.75 2810 -200 2375 210,000 59*.63 3110 100 2635
24 56 .56 25.80 38.25 3700 -620 3110 260,000 62*.74 4415 95 3715
30 58 .71 32.00 46.25 5855 -900 4920 335,000 61*.83 6435 -180 5360
36 57 .78 38.30 54.25 8145 -1300 6880 400,000 59*.88 8725 -725 7330
* Thickness required to overcome buoyancy.
** Weights listed are for 18’–0” laying lengths. Nominal full lengths vary by size.
Pipe, Bell, Ball and Retainer are ductile iron.
Dimensions and weights are subject to manufacturing tolerances.
6 in. – 24 in. pressure rating: 350 psi
30 in. –36 in. pressure rating: 250 psi
MECHANICAL JOINT PIPE
BALL AND SOCKET JOINT PIPE
B
15° Max.
A
T
TR FLEX® RESTRAINED JOINT PIPE
Pipe
Size In.
*Pressure Ratingpsi
A B C # of D.I. LockingSegments
# of
Rubber
Segments
Retainers
Max Deflection Degrees PulloutIn.PIPE In.In.
4 350 4.80 7.25 4.84 2 1 5 0.03
6 350 6.90 9.52 5.27 2 1 5 0.04
8 350 9.05 11.93 5.82 2 1 5 0.04
10 350 11.10 14.37 6.03 2 1 5 0.05
12 350 13.20 16.68 6.30 4 2 5 0.06
14 350 15.30 19.16 7.75 4 2 3-1/4 0.05
16 350 17.40 21.46 7.95 4 2 3-1/4 0.05
18 350 19.50 23.76 8.19 4 2 3 0.05
20 350 21.60 26.04 8.40 4 2 2-1/2 0.05
24 350 25.80 30.61 8.86 8 4 2-1/4 0.05
30 250 32.00 36.88 10.28 8 4 1-3/4 0.05
36 250 38.30 43.85 10.87 8 4 1-1/2 0.05
*The TR FLEX® Restrained Joint has a working pressure rating equivalent to the working pressure rating of the parent pipe with a maximum working pressure rating of 350 psi for 4 in. through 24 in. and 250 psi for 30 in. through 36 in.
NOTE: These deflections are based on joints with nominal dimensions.
CAB
CAB
CAB
CAB30”–36”
4”–24”
Pipe Size In.
*Pressure
Rating
psi
Nominal ThicknessIn.
Laying Conditions
Type 1 Type 2 Type 3 Type 4 Type 5
Trench Trench Trench Trench Trench
Maximum depth of cover ‡–ft
3 350 0.25 78 88 99 100§100§
4 350 0.25 53 61 69 85 100§
6 350 0.25 26 31 37 47 65
8 350 0.25 16 20 25 34 50
10 350 0.26 11**15 19 28 45
12 350 0.28 10**15 19 28 44
14
250 0.28 †† 11**15 23 36
300 0.30 ††13 17 26 42
350 0.31 ††14 19 27 44
16
250 0.30 †† 11**15 24 34
300 0.32 ††13 17 26 39
350 0.34 ††15 20 28 44
18
250 0.31 †† 10**14 22 31
300 0.34 ††13 17 26 36
350 0.36 ††15 19 28 41
20
250 0.33 ††10 14 22 30
300 0.36 ††13 17 26 35
350 0.38 ††15 19 28 38
24
200 0.33 †† 8**12 17 25
250 0.37 ††11 15 20 29
300 0.40 ††13 17 24 32
350 0.43 ††15 19 28 37
30
150 0.34 ††--9 14 22
200 0.38 †† 8**12 16 24
250 0.42 ††11 15 19 27
300 0.45 ††12 16 21 29
350 0.49 ††15 19 25 33
36
150 0.38 ††--9 14 21
200 0.42 †† 8**12 15 23
250 0.47 ††10 14 18 25
300 0.51 ††12 16 20 28
350 0.56 ††15 19 24 32
‡ An allowance for a single H-20 truck with 1.5 impact factor is included for all depths of cover.
§ Calculated maximum depth of cover exceeds 100 ft. (30.5 m).
** Minimum allowable depth of cover is 3 ft. (0.9 m).
†† For pipe 14 in. (350 mm) and larger, consideration should be given to the use of laying
conditions other than Type 1.
RATED WORKING PRESSURE AND MAXIMUM DEPTH OF COVER
Thrust-Lock™ Boltless Restrained Joint
Pipe Size In.
*Pressure Ratingpsi
Deflection A B C
Degrees Inches
in 18ft Pipe O.D.Bell O.D.Spigot
Socket
6 350 4 15 6.90 10.187 5.01
8 350 4 15 9.05 13.187 5.57
10 350 4 15 11.10 15.187 5.88
12 350 4 15 13.20 17.250 6.13
14 350 4 15 15.30 20.625 7.63
16 350 4 15 17.40 22.375 7.88
18 350 4 15 19.50 25.125 8.13
20 350 4 15 21.60 27.250 8.38
24 350 4 15 25.80 31.562 8.63
30 250 2 7 32.00 39.06 10.53
*The THRUST-LOCK™ Restrained Joint has a working pressure rating equivalent to the working
pressure rating of the parent pipe with a maximum working pressure rating of 350 psi for 6 in.
through 24 in. and 250 psi for 30 in.
NOTE: These deflections are based on joints with nominal dimensions.
THRUST-LOCK™ BOLTLESS RESTRAINED JOINT PIPE
Pipe Size In.
*Pressure Rating psi
Deflection A B
Degrees Inches
in 18ft
Pipe
O.D.
Retainer
O.D.
6 350 4 15 6.90 11.75
8 350 4 15 9.05 14.38
10 350 4 15 11.10 16.75
12 350 4 15 13.20 19.13
14 350 3 11 15.30 21.75
16 350 3 11 17.40 24.00
18 350 3 11 19.50 26.38
20 350 3 11 21.60 28.63
24 350 3 11 25.80 33.75
30 250 3 11 32.00 40.13 * In the 14 in. and larger sizes, pressure rating is limited to the rating of the pipe barrel
thickness selected.
Dimensions subject to manufacturing tolerances.
SUPER-LOCK® RESTRAINED JOINT PIPE
6”–30”
B A
TYTON® JOINT PIPE
Sizes 6”–24”
FASTITE® JOINT PIPE
30” Size
Pipe Size In.Bolt Diameter In.Nut Across Flats In.Wrench Length In.Torque Range Foot Lbs.
3 5/8 1-1/16 8 45 to 60
4–24 3/4 1-1/14 10 75 to 90
Step 1. Thoroughly clean out the bell with special attention to the gasket recess. Remove any foreign material or excess paint. Clean the spigot
or beveled plain end and remove any sharp edges with a standard file.
Step 2. After making sure that the correct gasket is being used, insert it into
the recess in the bell with the small end of the gasket facing the bell face.
Step 3. Apply lubricant to the inside surface of the gasket, making sure that
the entire surface is coated. Apply a generous coating of lubricant to the beveled portion of the plain end.
Step 4. Guide the plain end into the bell and, while maintaining straight
alignment, push the plain end into the bell socket. Once the joint
is assembled, necessary deflection can be accomplished. When assembly is complete, the bell face should be aligned between the
two white depth rings, for Tyton® Joints. Fastite® Joints have only 1
assembly stripe.
MECHANICAL JOINT
ASSEMBLY INSTRUCTIONS
Step 1. Clean the bell socket and spigot or plain end. Lubricate both the gasket and plain end by brushing an approved pipe lubricant.
Step 2. Place the gland on the plain end with the lip extension toward the
plain end. Place the gasket on the plain end with the narrow edge facing the plain end.
Step 3. Insert the plain end into the bell and press the gasket into the bell
recess. Push the gland toward the socket and center it around the
pipe with the gland lip against the gasket.
Step 4. Insert and tighten the bolts. It is important to maintain the same distance between the gland and the bell face at all times. This is best
done by alternating side to side and top to bottom, while tightening the
bolts.
Note: Achieving the recommended bolt torque, particularly with large
diameter pipe, may require repeating the process up to 5 times or
more. Recommended bolt torque ranges are as follows:
SUPER-LOCK®
ASSEMBLY INSTRUCTIONS
Step 1. Remove hook bolts securing retainer to plain end. Clean plain end of pipe. Clean out any
dirt behind retainer lugs. Lubricant should be applied to the beveled nose.
Step 2. Assemble the joint in accordance with Clow Assembly Instructions (See Table A on page
13). Make certain that the bell is clean prior to gasket insertion. Be sure that the correct
gasket is used.
Step 3. Guide plain end into Super-Lock® bell and provide reasonably straight alignment. “Make” joint by pushing the plain end into the bell. A jack or come-a-long may also be used to pull
the plain end into the bell. Position retainer so that the recesses line up with the lugs on
the bell. Slide retainer over bell and rotate until the lugs on the bell and the retainer line up.
Step 4. At drilled hole on retainer O.D., insert retainer lock in recess formed by lugs on bell and retainer. Insert roll pin in drilled hole and drive flush with retainer O.D.
Step 5. Take any necessary deflection after joint is completely assembled.
Caution: do not over deflect the joint beyond the maximum deflection column specified
on page 2 or subject the joint to bending stress to obtain additional deflection.
TR FLEX® RESTRAINED JOINT
ASSEMBLY INSTRUCTIONS
Step 1. (4”–10”) Lay pipe such that one of the bell slots is accessible.
(12”– 20”) Lay pipe such that both of the bell slots are accessible, in the horizontal
position if possible.
(24”– 36”) Lay pipe such that all four of the bell slots are accessible, in the diagonal
position if possible.
Step 2. Clean the bell socket and insert gasket.
Step 3. Clean the spigot end to the assembly stripes.
Step 4. Lubricate the exposed surface of the gasket and pipe spigot end back to the weld bead.
Step 5. Make a normal push-on joint assembly, completely homing the pipe until the first
assembly strip is in the bell socket. Keeping the joint in straight alignment during the assembly process.
Step 6. (4”–10”) Insert the right-hand locking segment into a bell slot and slide the segment
clockwise around the pipe.
(12”– 36”) Insert lower locking segment into a bell slot and slide the segment around the pipe.
Step 7. (4”–10”) Insert left-hand locking segment into the bell slot and slide the segment counter-
clockwise around the pipe.
(12”– 36”) Insert upper locking segment into the same bell slot and rotate around the pipe.
Step 8. (4”–10”) Hold the segments apart and wedge the rubber retainer into the slot between the two locking segments.
(12”– 36”) Hold the upper segment in place and wedge the rubber retainer into the slot
between the two locking segments.
Step 9. (4”–10”) None.
(12”– 20”) Repeat steps 6–8 for other slot. Make sure that all 4 locking segments and 2
rubber retainers are securely in place.
(24”– 36”) Repeat steps 6–8 for other slot. Make sure that all 8 locking segments and 4 rubber retainers are securely in place.
Step 10. Extend the joint to remove the slack in the locking segment cavity. Joint extension is
necessary to attain the marked laying length on the pipe and to minimize growth or
extension of the line as it is pressurized.
Step 11. Set the joint deflection as required.
NOMINAL THICKNESS FOR STANDARD PRESSURE CLASSES OF DUCTILE IRON PIPE
Outside DiameterIn.
Pressure Class*
Size In.
150 200 250 300 350
Normal Thickness — in.
3 3.96 ————0.25**4 4.80 ————0.25**
6 6.90 ————0.25**8 9.05 ————0.25**10 11.10 ————0.26
12 13.20 ————0.281415.30 ——0.28 0.30 0.311617.40 ——0.30 0.32 0.34
18 19.5 ——0.31 0.34 0.362021.60 ——0.33 0.36 0.38
24 25.80 —0.33 0.37 0.40 0.43
30 32.00 0.34 0.38 0.42 0.45 0.493638.30 0.38 0.42 0.47 0.51 0.56
* Pressure Classes are defined as the rated water pressure of the pipe in psi. The thicknesses shown are adequate for the rated water working pressure plus a surge allowance of 100 psi. Calculations are based on a minimum yield strength of 42,000 and a 2.0 safety factor times the sum of the working pressure and 100 psi surge allowance.
**Calculated thicknesses for these sizes and pressure ratings are less than those shown above. Presently, these are the lowest nominal thicknesses available in these sizes.
SIZE (Inches)
3–8
10–12
14–36
CASTING
TOLERANCES
(Inches)
-0.05
-0.06
-0.07
NOTE: Per ANSI/AWWA C150/A21.50 the thicknesses above include the 0.08 in. service allowance and the casting tolerance listed below by size
ranges:
THRUST-LOCK™ RESTRAINED JOINT
ASSEMBLY INSTRUCTIONS
Step 1. Ring Installation. Put lock ring on the spigot end of the pipe. Pry the lock ring over the weldment. Use the hammer to tap the cover. Lock ring installation is complete.
Step 2. Clean the Bell and Spigot. Thoroughly clean out the bell with special attention to the
gasket recess. Remove any foreign material or excess paint. Clean the spigot end and
remove any sharp edges.
Step 3. Insert the gasket into the recess in the bell with the small end of the gasket facing the bell face.
Step 4. Lubricate the Bell and Spigot. Apply lubricant to the inside surface of the gasket. Apply a
generous coating of lubricant to the spigot end.
Step 5. Insert Pipe. Guide the spigot end into the bell and, while maintaining straight alignment, push the pipe into the bell socket.
Step 6. Insert Lock Ring. Push lock ring into the bell.
Step 7. Rotate the lock ring until the lugs align. Use a hammer to tap the ring if required. Install the
anti-rotation wedges at 3 and 9 o’clock if the pipe is being used inside of a casing. Deflect
the joint if desired.
TYTON® AND FASTITE® PUSH-ON JOINTS
ASSEMBLY INSTRUCTIONS
DIMENSIONS AND WEIGHTS FOR SPECIAL CLASSES OF PUSH-ON DUCTILE IRON PIPE
Pipe
SizeIn.
ThicknessClass
Nominal
ThicknessIn.
OD*In.
Wt. of
BarrelPer Ft. † Lb.
Tyton® Joint
Wt. ofBell Lb.Wt. PerLgth.† Lb.Avg. Wt.Per Ft.‡ Lb.
3 52 0.28 3.96 9.9 7 185 10.33540.34 3.96 11.8 7 220 12.23560.40 3.96 13.7 7 255 14.14510.26 4.80 11.3 9 210 11.84520.29 4.80 12.6 9 235 13.14530.32 4.80 13.8 9 255 14.34540.35 4.80 15 9 280 15.54560.41 4.80 17.3 9 320 17.86500.25 6.90 16 11 300 16.66510.28 6.90 17.8 11 330 18.46520.31 6.90 19.6 11 365 20.26530.34 6.90 21.4 11 395 22.06540.37 6.90 23.2 11 430 23.86550.40 6.90 25 11 460 25.66560.43 6.90 26.7 11 490 27.38500.27 9.05 22.8 17 425 23.78510.30 9.05 25.2 17 470 26.18520.33 9.05 27.7 17 515 28.68530.36 9.05 30.1 17 560 31.08540.39 9.05 32.5 17 600 33.48550.42 9.05 34.8 17 645 35.78560.45 9.05 37.2 17 685 38.110500.29 11.10 30.1 24 565 31.410510.32 11.10 33.2 24 620 34.510520.35 11.10 36.2 24 675 37.510530.38 11.10 39.2 24 730 40.510540.41 11.10 42.1 24 780 43.410550.44 11.10 45.1 24 835 46.410560.47 11.10 48 24 890 49.312500.31 13.20 38.4 29 720 40.012510.34 13.20 42 29 785 43.612520.37 13.20 45.6 29 850 47.212530.40 13.20 49.2 29 915 50.812540.43 13.20 52.8 29 980 54.412550.46 13.20 56.3 29 1040 57.912560.49 13.20 59.9 29 1105 61.514500.33 15.30 47.5 45 900 50.014510.36 15.30 51.7 45 975 54.214520.39 15.30 55.9 45 1050 58.414530.42 15.30 60.1 45 1125 62.614540.45 15.30 64.2 45 1200 66.714550.48 15.30 68.4 45 1275 70.914560.51 15.30 72.5 45 1350 75.016500.34 17.40 55.8 54 1060 58.816510.37 17.40 60.6 54 1145 63.616520.40 17.40 65.4 54 1230 68.416530.43 17.40 70.1 54 1315 73.116540.46 17.40 74.9 54 1400 77.916550.49 17.40 79.7 54 1490 82.716560.52 17.40 84.4 54 1575 87.418500.35 19.50 64.4 59 1220 67.718510.38 19.50 69.8 59 1315 73.118520.41 19.50 75.2 59 1415 78.518530.44 19.50 80.6 59 1510 83.918540.47 19.50 86 59 1605 89.318550.50 19.50 91.3 59 1700 94.618560.53 19.50 96.7 59 1800 100.020500.36 21.60 73.5 74 1395 77.620510.39 21.60 79.5 74 1505 83.620520.42 21.60 85.5 74 1615 89.620530.45 21.60 91.5 74 1720 95.620540.48 21.60 97.5 74 1830 101.620550.51 21.60 103.4 74 1935 107.520560.54 21.60 109.3 74 2040 113.424500.38 25.80 92.9 95 1765 98.224510.41 25.80 100.1 95 1895 105.424520.44 25.80 107.3 95 2025 112.624530.47 25.80 114.4 95 2155 119.724540.50 25.80 121.6 95 2385 126.924550.53 25.80 128.8 95 2415 134.124560.56 25.80 135.9 95 2540 141.230500.39 32.00 118.5 139 2270 126.230510.43 32.00 130.5 139 2490 138.230520.47 32.00 142.5 139 2705 150.230530.51 32.00 154.4 139 2920 162.130540.55 32.00 166.3 139 3130 174.030550.59 32.00 178.2 139 3345 185.930560.63 32.00 190.0 139 3560 197.736500.43 38.30 156.5 184 3000 166.736510.48 38.30 174.5 184 3325 184.736520.53 38.30 192.4 184 3645 202.636530.58 38.30 210.3 184 3970 220.536540.63 38.30 228.1 184 4290 238.336550.68 38.30 245.9 184 4610 256.136560.73 38.30 263.7 184 4930 273.9
†Including bell; calculated weight of pipe rounded off to the nearest 5 lb. ‡Including bell; average weight per foot, based on calculated weight of pipe before rounding. *Tolerances of OD of spigot end; 3–12 in. ±0.06 in., 14–24 in. +0.05 in., -0.08 in., 30–36 in. +0.08 in., -0.06 in.
LAYING CONDITIONS
Type 1*Flat-bottom trench.† Loose backfill.
Type 3Pipe bedded in 4 in. (100 mm) minimum of loose soil.++ Backfill lightly consolidated to top of pipe.
Type 5 Pipe bedded in compacted granular material to centerline of pipe. Compacted granular
or select material++ to top of
pipe. (Approximately 90 percent Standard Proctor, AASHTO T-99.)
Type 2Flat-bottom trench.† Backfill lightly consolidated to centerline of pipe.
Type 4Pipe bedded in sand, gravel, or crushed stone to depth of 1/8 pipe diameter, 4 in. (100 mm) minimum. Backfill compacted to top of pipe. (Approximately 80 percent
Standard Proctor, AASHTO T-99.)
* For 14 in. (355-mm) and larger pipe, consideration should be given to the use of laying conditions other than Type 1.
† ”Flat-bottom” is defined as
undisturbed earth.
++ ”Loose soil” or “select material” is defined as native soil excavated from the trench, free of rocks, foreign materials, and frozen earth.
Notes:Consideration of the pipe-zone embedment conditions included in this figure may be influenced by factors other than pipe strength. For additional information on pipe bedding and backfill, see ANSI/AWWA C600.
American Association of State Highway and
Transportation Officials, 444 N. Capitol St. N.W.,
Suite 225, Washington, DC 20001.
THICKNESS DESIGN OF DUCTILE IRON PIPE ANSI/AWWA C150/A21.50
DUCTILE IRON PIPE FOR WATER AND OTHER LIQUIDS ANSI/AWWA C151/A21.51
FEDERAL WWP421D, Grade C
DUCTILE IRON PIPE FOR GRAVITY FLOW SERVICE ANSI/ASTM A746
DUCTILE IRON FITTINGS FOR WATER AND OTHER LIQUIDS
3 in. through 36 in. ANSI/AWWA C110/A21.10
DUCTILE IRON COMPACT FITTINGS
3 in. through 24 in. ANSI/AWWA C153/A21.53
FLANGED FITTINGS ANSI/AWWA C110/A21.10
ANSI B16.1
DUCTILE IRON PIPE WITH THREADED FLANGES ANSI/AWWA C115/21.15
COATINGS AND LININGS
Asphaltic ANSI/AWWA C151/A21.51
ANSI/AWWA C110/A21.10
ANSI/AWWA C153/A21.53
Cement Lining ANSI/AWWA C104/A21.4
Various Epoxy Linings and Coatings MANUFACTURER’S STANDARD
Exterior Polyethylene Encasement ANSI/AWWA C105/A21.5
JOINTS – PIPE AND FITTINGS
Push-On and Mechanical Rubber-Gasket Joints ANSI/AWWA C111/A21.11
FEDERAL WWP421D
Flanged ANSI/AWWA C115/A21.15
ANSI B16.1
Grooved and Shouldered ANSI/AWWA C606
PIPE THREADS ANSI B2.1
INSTALLATION ANSI/AWWA C600
STANDARDS APPLICABLE TO DUCTILE IRON PIPE AND FITTINGS
UTAH
1401 E 2000 S.
Provo, UT 84603
801-373-6910
mcwaneductile.com
CANADA
1757 Burlington St. E
Hamilton, ON L8N-3R5
905-547-3251
canadapipe.com
NEW JERSEY
183 Sitgreaves St.
Phillipsburg, NJ 08865
908-454-1161
mcwaneductile.com
OHIO
2266 S. 6th St.
Coshocton, OH 43812
740-622-6651
mcwaneductile.com
ISO 9001NSF 61 DIPRA
“THE STANDARD OF EXCELLENCE IN THE INDUSTRY”“THE STANDARD OF EXCELLENCE IN THE INDUSTRY”“THE STANDARD OF EXCELLENCE IN THE INDUSTRY”“THE STANDARD OF EXCELLENCE IN THE INDUSTRY”
These specifications are accurate at time of publication and are subject to change without prior notice.
Submittal Specifications - CCS.docx 08.16.2017 CASCADE WATERWORKS MANUFACTURING COMPANY 1213 Badger Street Yorkville, IL 60560 (630) 553-0840 (800) 426-4301 FAX (630) 553-0181 www.cascademfg.com
CASING SPACERS (Stainless Steel) - STYLE – CCS
Casing spacer shall be a two-piece shell per carrier pipe and made from T304 stainless steel of a minimum
14 gauge thickness. Each shell section shall be lined with a 0.090” thick, ribbed PVC extrusion with a
retaining section that overlaps the edges of the shell and prevents slippage. PVC Liner shall have a
hardness of 85-90 durometer. Bearing surfaces (runners) shall be ultra-high molecular weight polyethylene
(UHMW) to provide abrasion resistance and a low coefficient of friction (0.12). The runners shall be
attached to support structures (risers) at appropriate positions to properly support the carrier pipe(s) within
the casing pipe and to ease installation. The runners shall be mechanically bolted to the spacer. Risers
shall be MIG welded to the shell, where applicable. Risers shall be made of T304 stainless steel of a
maximum 10 gauge with bolt heads welded to the inside of the risers for strength. Bottom risers 6" and
over in height shall be reinforced. All reinforcing plates shall be 10 gauge T304 stainless steel and shall be
MIG welded to mating parts. STANDARD (STD) positioning within the casing pipe shall be sized such
that the carrier rests near the bottom of the casing pipe and the height of the risers and runners are to
provide a bottom clearance not less than one-half inch between the casing pipe and the extreme outside
diameter of the joint (bell, seam weld, joint clamp, …) of the carrier pipe. CENTERED (CTD) & restrained
positioning within the casing pipe shall be sized such that the height of the risers and runners are to
center the carrier pipe in the casing pipe with a top clearance of three-fourths inch minimum. RESTRAINED
(RES) positioning within the casing pipe shall be sized such that the carrier rests near the bottom of the
casing pipe and the height of the risers and runners are to provide a bottom clearance not less than one-
half inch between the casing pipe and the extreme outside diameter of the joint (bell, seam weld, joint
clamp, …) of the carrier pipe and a top clearance of three-fourths inch minimum. MULTIPLE (MULTI)
Carrier pipes within the casing pipe shall be sized such that the carrier pipes are held at fixed distances
relative to each other, with the height of the risers and runners to provide not less than three-fourths inch
between the casing pipe and the outside diameter of the riser/runner combinations. Special reinforcing
plates may be required to stabilize and support structure. All weldments shall be fully chemically
passivated in accordance with ASTM A380. Due to the numerous application possibilities, consult
factory for spacing requirements. Casing spacers shall be Model CCS as manufactured by Cascade
Waterworks Mfg. Co. of Yorkville, IL or approved equal.
“THE STANDARD OF EXCELLENCE IN THE INDUSTRY” “THE STANDARD OF EXCELLENCE IN THE INDUSTRY” “THE STANDARD OF EXCELLENCE IN THE INDUSTRY” “THE STANDARD OF EXCELLENCE IN THE INDUSTRY”
Submittal Specifications - CCES.doc 10.09.2007 CASCADE WATERWORKS MANUFACTURING COMPANY 1213 Badger Street Yorkville, IL 60560 (630) 553-0840 (800) 426-4301 FAX (630) 553-0181 www.cascademfg.com
CASING SPACERS END SEALS - STYLE – CCES
Casing spacer end seals shall be a pull-over type construction and made from Neoprene with T-304
stainless steel bands for securing the ends of the end seal to the casing pipe and carrier pipe. Casing
spacer end seals shall be Model CCES as manufactured by Cascade Waterworks Mfg. Co. of Yorkville, IL
or approved equal.
SAMPLE(Overlapping Seam)1122AABB1213 Badger Street Yorkville, Illinois 60560Cascade Waterworks, Mfg.WWWW aaaa tttt eeee rrrr wwww oooo rrrr kkkk ssss MMMM ffff gggg ....STANDARD TOLERANCES UNLESSOTHERWISE SPECIFIEDNOTES: FINISH = XXXX 2 PLACE DECIMALS ± .03 3 PLACE DECIMALS ± .010 ANGULAR DECIMALS ± 1/2 DEGREE. CHAMFER ALL MACHINED SURFACES .005−.010 x 45° AND REMOVE ALL BURRS. ALL PARTS MUST BE FREE FROM SCALE. NO TOLERANCE NEEDED ON REFERENCE DIMENSIONS. ALL BOLT CIRCLE TOLERANCES PER ANSI B16.5 PARA. 7.7 CONCENTRICITY TO CENTERLINE .005 1.2.3.4.5.6.7.8.9.DRAWN BY:DATE:APP’D BY:REVISED 1:REVISED 2:DRAWING NO:SCALE:MATERIAL:C:\Data\Dwgs\STD\End Seals\End Seal - (12.75-20.00 x 1).ipt11/19/2007 M. ZimmerleEnd Seal Installation GuidePush in Carrier side before tightening End SealNeoprene (60 Duro.)End Seal NTSEnd SealLengthCarrierOD20.00"38.30"Casing OD48.00"End Seal Length(Approx.)3.00 FROM THEEDGE OF THE CASING PIPE1.50 FROM THE EDGEBANDS LOCATED APPROX.OF THE END SEALCCCCAAAASSSSCCCCAAAADDDDEEEE MMMMooooddddeeeellll CCCCCCCCEEEESSSS EEEEnnnndddd SSSSeeeeaaaallllsssspull over the casing and carrierpipes after installation to provide a barrier to backfill debris and seepage. (NOT for presure applications.)MMMMAAAATTTTEEEERRRRIIIIAAAALLLL SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS::::SEAL − Neoprene Other materials availableBANDS − T−304 Stainless SteelCarrier ODCasing OD1.50 FROM THE EDGE BANDS LOCATED APPROX.OF THE END SEAL