HomeMy WebLinkAboutW-381213CV
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Where shown on the plans or in the specifications or required by
the Engineer, joint restraint system (shackle reds) shall be used.
AN pints regtra'Nrt materials used shall be those me nufoctured by
Star No I.
Products, 1323 Holly Avenue, PO Go. 258,
Columbus, Ohio 43216 unless an equal alternate is approved in
writing by the Engineer.
Materials
S1eeL Twmsa_
High strength Taw -alloy steel (car -ten).
ASTM A58B heat-treoled.
I, Tiebolt:
ASTM A560. Grade 6. Cor-Ten, equal to SuperStol Tielbolt
SST 7 = 5/8" Ior 2- and 3" mechanical joints (W.I.) with eye tar 5/8' rod
SST 7 3/4" for 4" to T2" M-J. with eye for 3/4' rod
SST 756 3/4' tar 14- to 24- M.J. with eye far 3/4" rod
SST 747 3/4' for 4" to 12' rl.J. with eye fro 7/8" and IN rod
SST 757 3/4" for 14" to 24" I.I.J. with eye for 7/5" and 1" rod
SST 77a: T- for 30" to 36 M.J. with eye for 1- rod
2.Tienut, Hex Nut
ASTM A588, Grade 6, Car -Ten, equal to SuperStor Tienut
SS8 for 5/8', 3/4-, 7/0". 1- Tiebdt and Tierod
3. Ti ecou pting with Tiestop Pin
ASTIR A58B, Grade S. Car -Ten, equal to Superstar Tiecoupling
SS10 for 5/8', 3/4', 7/8% t' Tierad
4. Tierod:
Continuous threaded rod for cutting to desired left, firs
ASTM A58B, Grade B, Car -Ten, equal to Superstar Tiered
5512 for 5/8". 3/4". 7/5". 1'
5- Tiewasher
ASTM A588, Grade B. Car -Ten, equal to SuperStar Tewosher
SS17 for 5/6', 3/4", 7/8", 1' round flat washer
lnslallalion.
install the joint restraint system in accordance with the Manufoctureis
instructions so all joints are mechanically locked together to prevent pint
separation.
Tieba@s shall be inselled to pull against the mechanical pint 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 tiered% symmetrically around the pipe.
Where a Manufacturer's mechanical pint valve or fitting is supplied with
slots for "T" bolts instead of holes, a flanged calve with a Mange by
mechanical joint adaptor shall be used instead, sal as to provide adequate
apace for locating tieboll.
Where a continuous run of pipe is required 1. be real.rained, no run of
restrained pipe %hail be greater than 6D feet in length belwee fittings
nsert long body solid sleeves as required on longer runs to keep tiered
iength% to the 60 foot mo.imum.
Pipe used in continuously restrained runs shall be mechanical joint pipe
and tiebolts shall be installed as rod guides of each joint.
Rpe
S12e
inches
Test
Pressure
P51
2
4
Number a nd Size of RDds
6 6 10 12 14 24
2
2W
314'
3
25a
3r4-
4
250
3 4'
6
250
314"
2W
314•
10
250
N4'
12
250
Nil"
14
250
3/4'
16
2T
34'
to
250
3/4'
21
250
314'
24
250
314'
30
200
3/4'
35
2M
1'
t'
49
Z00
4'
v v v
STD. PLAN — 330.5
PUBLIC WORKS SHACKLE RODI7S
DEPARTMENT AND TIE BOLTS
V. MARCH 2O10
FILE NAME c:\pwworking\nai\_x_grimando\d0321992\C8811_DE_UTD10.dgn
TIME 10:28:00 AM
REGION
O.
STATE
FED,AID PROJ.NO.
DATE 3/14/2017
10
WAS
PLOTTED BY GRimando
DESIGNED BY B. HELSLEY
JOB NUMBER
ENTERED BY G. RIMANDO
REV 0 - RELEASED FOR CONSTRUCTION
314/17
CHECKED BY S. MESIC
REV B -FINAL REVIEW
17/22/16
CONTRACT NO.
C8811
LOCATION NO.
PROD. ENGR. C. CHEN
IREV A -PRELIMINARY REVIEW
1 11/21/16
REGIONAL ADM. L. ENG
I REVISION
I DATE
BY
WATER MAIN IF ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2-2" CLOSE
NIPPLE AND 2-2" 90' BEND, SCREWED
AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN
2" CLOSE NIPPLE f PLANTER OR CAST IRON BOX IN PAVED
F f OR CONCRETE AREAS.
J 2" CLOSE NIPPLE
2" 90'
CONCRETE BLOCKING
TWO PIECE CAST IRON VALVE —
EQUAL TO OLYMPIC FOUNDRY CO.
STANDARC 8" TOP SECTION,
WITH REGULAR BASE SECTION
LENGTH TO FIT.
RUN
2" RESILIENT SEATED
GATE VALVE, SCREWED
2" GALVANIZED
PIPE 12" LONG
2" CLOSE NIPPLE
BETWEEN CAP OR PLUG
AND 2" 90' ELBOW
2" 90' ELBOW
2" GALVANIZED PIPE AS REQUIRED
PLAN
VALVE NUT EXTENSION AS REQUIRED
r (SEE DWG BR46 / PAGE B090)
6" MAX. GROUND LINE CONCRETE SIDEWALK
� � � l
00 °a�oo° o°
INSTAF_L 4 MIL POLYETHYLENE 18" MAx. ❑oao"aoo� a°d o
PLASTIC COVER OVER WASHED l o� o.
GRAVEL. CUT HOLE FOR PIPE o °o o�' ❑aoso l o o°
❑
10 CU, FT. WASHED GRAVEL PASSING
1-1/2- AND RETAINED ON 1/4" MESH
FOR DRAIN
ELEVATION
2 1/2" NST (HOSE)
AND 2 1/2' FNST
CAP WITH GASKET
2%2"x2" TEE AND 2" CAP
2" CLOSE NIPPLE BETWEEN T
AND 90' ELBOW,
2" 90' ELBOW
AIrIfl1V
�R � N
�
RE�� ¢ z0 ? �S�
SEA FAR cn�,,,
+'►� PUBLIC WORKS 2" BLOW -OFF SM. FLAN — 340.1
''�► DEPARTMENT PERMANENT ASSEMBLY
MARCH 2O10
3/14/17
DATE
P.E. STAMP BOX
AS -BUILT
--
Washington State
Department of Transportation
W-38121
PLAN REF NO
1-405 / SR 167 INTERCHANGE UTD10
DIRECT CONNECTOR
SHEET
256
OF
asp
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