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SHACKLE RODS (AS REQUIRED) PLACE CONCRETE
4-5/8" OR 6-1/2" FOR 8-INCH PIPE AGAINST UNDISTURBED
/(err Mnnn\ EARTH BOTH FACES
#4 REBAR 8" O.C. E.W. _
CENTER IN CONCRETE
PLAN VIEW
4.5'
1.5' MIN.
EXISTING CURBLINE
;RETE
EXISTING SIDEWALK
EXISTING 8" Cl WATERMAIN
INSTALL NEW DEADMAN BLOCK (SEE DETAIL)
PRIOR TO CUTING AND GAPING EXISTING MAIN.
TYPICAL CONCRETE DEADMAN ANCHOR DETAIL
NOT TO SCALE
CITY OF RENTON 8/01
Where shown on the plans or in the specifications or required by the Engineer,
joint restraint system (shackle rods) shall be used.
All joints restraint materials used shall be those
manufactured by Star National Products, 1323 Holly Avenue,
PO Box 258, Columbus, Ohio 43216
unless an equal alternate is approved in writing by the Engineer.
Materials
Steel Types:
High strength low -allay steel (cor-ten),
ASTM A242 heat -treated; Superstar "SST" series
High strength low -allay steel (cor-ten),
ASTM A242, Superstar "SS" series
1. Tiebolt:
ASTM A242, Type 2, hot -dipped galvanized. SST 7:5/8" for 2" and
3" mechanical) joints, 3/4" for 4" to 12" mechanical joints
ASTM A325, Type 3D, except tensite strength of full -body
threaded section shall be increased to 40,000 lbs. minimum
for 5/8" and 60,000 lbs. minimum for 3/4: by heat treating (quenching
and tempering to Manufacturer's reheat and hardness specifications.
SST 756: 3/4'•' for 14" to 24" mechanical joints. Same ASTM specification
as SST 7. SST 747: 3/4" same as SST 7, except
1" eye for 7/8" rod. Same ASTM specification as SST 7.
2. Tienut:
Heavy Hex Nut for Each Tiebolt. SS& 5/8" and 3/4",
ASTM A563, Grade C3, hot -dip galvanized.
3, Tiecoupling:
Used to extend continuous threaded rods and are provided with
Grade C3.
center stop to aid installation, hot -dip galvanized.
SS 10: for 5/8" and 3/4" tierods, ASTM A563,
4. Tierod:
Continuous threaded rod for cutting to desired lengths,
hot -dip galvanized. SS 12: 5/8' and 3/4" diameter,
ASTM A242, Type 1 or Type 2; ANSI B1.1.
5. Tiewasher:
Round flat washers, hot -dip galvanized.
SS 17: ASTM A242, F436.
Pracciino Fnrra
Size
PSI
Pounds
2 3
4 6
8 10 12 14 16 24
3"
300
2,120
2-3/8"
4"
300
3,780
3 8"
6"
300
8,500
5/8" 1 2"
3 8"
8"
300
15,100
3/4"
5/8" 1 2"
10"
275
21,62
3/4" 5/8"
1 2"
12"
250
33,930
3/4"
5/8"
14"
250
46,200
3/4"
16"
225
45,250
3/4" 5/8"
18"
200
50,900
3/4" 5/8"
20"
200
62,840
3/4" 5/8'
24"
200
90,480
3/4"
30"
200
141,370
7/81'
36"
200
203,580
7 8"
JSwA) - i7 --t Sir
4-97 1 EDIT TEXT
Galvanized
ASTM A153 for galvanizing iron and steel hardware
ASTM A123 for galvanizing rolled, pressed and forged steel shapes.
Joint Restrainer System Components:
Installation:
Install the joint restraint system in accordance with the Manufacturer's instructions
so all joints are mechanically locked together to prevent joint separation.
Tiebolts shall be installed to pull against the mechanical joint body and not
the M.J. follower. Torque nuts at 75-90 foot pounds for 3/4" nuts.
Install tiecouplings with both rods threaded equal distance into tiecouplings.
Arrange tierods symmetrically around the pipe.
Where a Manufacturer's mechanical joint valve or fitting is supplied with slots
for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adaptor
shall be used instead, so as to provide adequate space for locating tiebolt.
Where a continuous run of pipe is required to be restrained, no run of restrained
pipe shall be greater than 60 feet in length betwee fittings. Insert long body solid
sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum.
Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts
shol' be installed as rod guides at each joint.
Where poly wrapping is not required, all tiebolts, tienuts, tiecouplings, tierods shall
be galvanized. All disturbed sections will be painted, to the inspector's
satisfaction, with ATCO #2221, or approved equal.
Where poly wrapping is not required, all tiebolts, tienuts, tiecouplings, tierods, and
tiewashers may be galvanized, as specified above, or plain and painted in their
SHACKLE RODDING AND TIE BOLTS
Y p ADOPTED
r, 'n CITY OF RENTON
♦
STANDARD PLANS
0 LST DATE: 4/97
DCV I DT
a•i IADDD'n DWG. NAME: BR27
SP PAGE: B089
NEW 8" DI PIPE
(SEE SPECIFICATION)
8" WATERLINE RELOCATION
EW CB TYPE I
M 0
1
3'
NOTE: CONTRACTOR TO REMOVE SECTION OF EXISTING 8"
CAST IRON PIPE. CHLORINATE NEW WATERMAIN
PRIOR TO TIE-IN CONNECTIONS.
EXISTING Cl 8°' WATERMAIN —' _
3' 10'
EXISTING Cl 8" WATERMAIN
8"
SHACKLE RODS
4-5/8" OR 6-1/2"
(SEE CITY DETAIL B089)
" 45' BEND (MJ X MJ) (TYP)
WATERLINE RELOCATION DETAIL
NOT TO SCALE
CITY OF • •
SHACKLE RODS
RO-MAC ADAPTER (TYP) (Cl TO DI)
ato 44*1 -
N__ 100F
RECOMMENDED FOR APPROVAL
BY: Date: 4-jrlb
BY: Date: a c .'
BY: Date:
Date.
By: ° - °
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
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SHEET: 32
OF: 32
JOB NO.: 00716
DWG: DET-ROAD3
SCANNED MAR w 8 J63
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