HomeMy WebLinkAboutD-288421SHACKLE RODS (AS REQUIRED)
4 -5/8" OR 6 -1/2" FOR 8 —INCH PIPE
(SEE CITY DETAIL 8089)
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PLAN VIEW
#4 REBAR 8" O.C. E.W.
CENTER IN CONCRETE
3
PLACE CONCPETE
AGAINST UNDISIURBED
EARTH BOTH FACES
8" PIPE
✓�' —"'� 1.5' MIN.
CLASS 5 1/2 SACK CONCRETE
3000 PSI MINIMUM
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TYPICAL CONCRETE 1 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 maierials used shall be those
manufactured. by Star National Products, 1,323 Holly Avenue,
PO Box 258, Columbus, Ohio 43216
unless an equal alternate is approved in writing by the Engineer.
EXISTING SIDEWALK
EXISTING CURBLINE
ISTTN7CAPING Cl
STALL NEW DEADTAIL)
'.IOR TO CUTING MAIN. �r
NEW 8" DI PIPE
(SEE SPECIFICATION)
NOTE CONTRAC'rOR TO REMOVE SECTION: OF EXISTING 8"
CAST IRON PIPE CHLORINATE NEW WATERMAIN
PRIOR TO TIE -IN CONNECTIONS.
33,930
Materiais
3 4 1
Steel Types:
Galvanized
High strength low —allay steel (cor —ten),
ASTM heat — treated; Superstar SST" series
ASTM A153 for galvanizing iron and steel hardware
ASTM A123 for galvanizing rolled, pressed and forged steel shapes.
.3/4'
A242
High strength low — allay (cor —ten),
Joint Restrainer System Components:
"steel
ASTM A242, Superstar SS" series
5 /g.,
ADOPTED
1. Tiebolt:
3/4"
5/8'
3/4"
ASTM A242, Type 2, hot - dipped SST 7:5/8" for 2" and
Installation:
.9alvanlzed.
3" mechanical joints, 3/4" for 4 toy. 12" mechanical joints
Install the joint restraint system in accordance with the Manufacturer's.. instructions
203,580.
ASTM A325, Type 3D, except tensite strength of full —body
threaded section shall be increased to 40,000 lbs. minimum
so all joints are mechanically locked together to prevent joint separation.
N - 0= LST DATE: 4/97
for 5/8 " and 60,000 lbs. minimum for 3/4: by heat treatingg (quenching
Tiebolts shall be installed to pull against the mechanical joint body and not
3/4"
4 —.97 EDIT TEXT
DATE REVISION
and tempering to Manufacturer s reheat and hardness specifications. -
SST 756: 3/4 for 14" to 24" mechanical joints. Some ASTM specification
the M.J. follower. Torque nuts at 75 -90 foot pounds for nuts.
as SST 7. SST 747: 3/4" same as SST 7, except
1" eye for 7/8" rod. Some ASTM specification as SST 7.
Install tiecouplings with both rods threaded.equal distance into tiecouplings.
Arrange tierods symmetrically around the pipe.
2. Tienut:
Where a Manufacturers mechanical joint valve or fitting is supplied with slots
Heavy Hex Nut for Each Tiebolt. SSB: 5/8" and 3/4 ",
for "T" bolts instead of hNes, a flanged valve with a flange by mechanical joint adaptor
ASTM A563, Grade C3, hot —dip galvanized.
shall be used instead, so to provide adequate space for locating tiebolt.
3. Tiecoupling:
Where a continuous run of pipe is required to be restrained, no run of restrained
Used to extend continuous threaded rods and are provided with
Grade C3.
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.
center stop to aid installation, hot —dip galvanized.
SS 10: for 5/8" and 3/4" tierods, ASTM A563,
Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts
shnl' be installed as rod guides at each joint.
4. Tierod:
Continuous threaded rod for cutting to desired lengths,
Where poly wrapping is not required, all tiebolts, tienuts, tiecouplings, tierods shall
hot —dip galvanized. SS 12: 5/8' and 3/4" diameter,
be galvanized. All disturbed sections will be painted, to the inspector's
ASTM A242, Type 1 or Type 2; ANSI B1.1.
satisfaction, with ATCO #2221, or approved equal.
5. Tiewosher.
Where poly wrapping is not required, all tiebolts, tienuts, tiecouplings, tierods, and
- Round flat washers, hot —dip galvanized.
tiewashers may be galvanized, as specified above, or plain and painted in their
SS 17: ASTM A242, F436.
Pressure Force
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-
2 5
10"
275 21;62 3/4" 5/8" 1/2-
33,930
3/4" 5/8.
3 4 1
46;200
3/4"
45,250
.3/4'
5/8"
SHACKLE RODDING AND TIE BOLTS
3 4"
5 /g.,
ADOPTED
62,840
90,480.
3/4"
5/8'
3/4"
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CITY OF RENTON
: iY *
141,370
7/8 ,.
STANDARD PLANS
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203,580.
7 8"
N - 0= LST DATE: 4/97
4 —.97 EDIT TEXT
DATE REVISION
DCV DT
BY A ?PR'DI DWG. NAME: BR27 SP PAGE: BO
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EXISTING Cl 8" WATERMAIN
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3 EXISTING Cl 8" WATERMAIN O >: 0
SHACKLE RODS ZZ
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SHACKLE RODS
4 -5/8" OR 6 -1/2" a_
(SEE CITY DETAIL 8089) IL
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8" 45' BEND (MJX MJ) (TYP)
WATERLINE RELOCATION DETAIL
NOT TO SCALE
CITY OF RENTON 8/01
D - ?8421
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BY Date: SHEET: 32
D 1' 2" OF: 32
TWO INCHES AT FULL: SCALE. JOB y0.: : 00716
IF NOT, SCALE ACCORDINGLY DWG: I DET —ROAD3
SCANNED MAR' 2 8 2003
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