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12" MI
18" MF
SEE
A A
PLAN VIE
WATER !A
SECTION A -A
VALVE BOX LID WITH
EARS IN DIRECTION OF 2" SQUARE
WATER MAIN AND WORD OPERATING NUT
"WATER" CAST INTO IT
CONCRETE COLLAR FOR
LVES IN PAVED AREAS 4-1/4" DIA.
1/8" MIN. THICKNESS
'IECE CAST IRON VALVE
X, RICH-SEATTLE TYPE
OLYMPIC FOUNDRY 1" STEEL
LENGTH AS REQUIRED
1 /8" MIN. THICKNESS
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
VALVE OPERATING NUT
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
T
38"
VALVE MARKER POST
3�3
WHITE POST
*Y11- STD. PLAN - 330.1
PUBLIC WORK," VALVE BOX, MARKER & OPERATING
DEPARTMENT NUT EXTENSION
MARCH 2O10
CONSTRUCTION RECORD DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF
THE APPROVED CONSTRUCTION DRAWING PREPARED
BY OSBORN CONSULTING INC. AND HAS BEEN EDITED
USING INFORMATION PROVIDED BY OAK HILLS
CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS
SEC. 0 Q T" 23 N" , R. 05 E" , W. M.
11-1/4' BEND
OD-1
CAP
22-1/2" BEND 45' BEND
TEE
90" BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
90'
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
BEND
BEND
4"
7.0
4.2
4.2
1.7
2.9
2.1
2.1
1.0
2.2
1.6
1.6
1.0
6"
13.3
1 9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8"
23.31
16.7
16.7
6.7
11.7
8.4
8.4
3.4
8.8
6.3
6.3
2.5
12"
53.01
37.5
37.5
15.0
26.5
18.8
18.8
7.5
20.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
TRUST BLOCK BED
REA REFERS TO
. ACE OF BLOCK MI
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2").
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR STD. PLAN - 330.2
PUBLIC WORKS
DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2O10
SHACKLE RODS
TYPE A BLOCKING
..• D. 00. m• \/=71I Al
orninc
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 -alloy steel (car -ten),
ASTM A588 heat -treated.
1. Tiebolt:
ASTM A588, Grade B, Cor-Ten, equal to Superstar Tielbolt
SST 7 5/8" for 2" and 3" mechanical joints (M.J.) with eye for 5/8" rod
SST 7 3/4" for 4" to 12" M.J. with eye for 3/4" rod
SST 756 3/4" for 14" to 24" M.J. with eye for 3/4" rod
SST 747 : 3/4" for 4" to 12" M.J. with eye for 7/8" and 1" rod
SST 757 : 3/4" for 14" to 24" M.J. with eye for 7/8" and 1" rod
SST 778: 1" for 30" to 36" M.J. with eye for 1" rod
2. Tienut: Hex Nut
ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tienut
SS8 for 5/8". 3/4", 7/8". 1" Tiebolt and Tierod
3. Tiecoupling with Tiestop Pin
ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tiecoupling
SS10 for 5/8", 3/4", 7/8", 1" Tierod
4. Tierod:
Continuous threaded rod for cutting to desired lengths
ASTM A588, Grade B. Cor-Ten, equal to SuperStar Tierod
SS12 for 5/8", 3/4", 7/8", 1"
5. Tiewasher
ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tiewasher
SS17 for 5/8", 3/4", 7/8", 1" round flat washer
S
TYPE B
Y CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3
+ PUBLIC WORKS FITTINGS
DEPARTMENT
gyp$ MARCH 2O10
APPROVED BY:
APPROVED BY:
APPROVED BY:
APPROVED BY:
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 terod
lengths to the 60 foot maximum.
Pipe used in continuously restrained runs shall be mechanical joint pipe
and tiebolts shall be installed as rod guides at each joint.
Pipe
Size
Inches
Test
Pressure
PSI
2
4
Number and Size of Rods
6 8 10 12 14 24
2
250
314"
3
250
314"
4
250
3/4"
6
250
3/4"
8
250
314"
10
250
314"
12
250
3/4"
14
250
3/4"
16
250
3/4"
18
250
3/4"
20
250
3/4"
24
250
1+4"
30
200
f,l"
36
200
1"
42
200
"
46
200
"
STD. PLAN - 330.5
PUBLIC WORKS SHACKLE RODDS
DEPARTMENT AND TIE BOLTS
MARCH 2O10
DATE:
DATE:
DATE:
DATE:
Know what's below.
Cali before you dig.
S-400303 W-400303 R-400316