HomeMy WebLinkAboutWTR2703029.4N
O
O
0
1
N
O o
I
I,�
Z o
°g
2 O
o
w
u
�o
�
3-
m0
0-
0
a�
0
®
U
[� W _
c
m
m
O =Zs
w
U
O Z "ZO
Z �0
Z
O
� a�
Q
N
_J
3
0
o
It
U
0
oz
W
6
W
Z
w
0
N
asa
a
CL
Q
w
Q
0
m
GALVANIZED OR
STAINLESS STEEL
RODS.
VERT,
BEND
D � LLJ
M
_
o�
VERTICAL BLOCKING FOR
11 1 /4', 22 1 ZT, & 30' BENDS
GALVANIZED OR
STAINLESS STEEL
RODS
PLASTIC
Q
A
VERTICAL BLOCKING FOR
CONVEX VERTICAL BENDS
VERTICAL BLOCKING
FOR 11 1/4'-22 1/2'-30' BENDS
A: LENGTH OF CONCRETE BLOCKING.
D: DIAMETER OF REINFORCEMENT BAR.
L: LENGTH OF REINFORCEMENT BAR IN
CONCRETE.
PIPE
SIZE
VERTICAL
BEND
CU YID
CU FT
A
D
L
4"
11 1 4'
.41
11
2.2'
3/4"
2.0'
22 1 2
.78
21
2.7'
2.0'
30'
1
27
3.0'
2.0'
6"
11 1 /4'
.81
22
2.8'
3/4"
2.0'
22 1 /2'
1.59
43
3.5'
2.0'
30'
2.07
56
3.8'
2.0'
8"
11 1 /4'
1.41
38
3.4'
3/4"
2.0'
22 1 /2'
2.74
74
4.2'
2.5'
30'
3.56 1
96
4.6'
3/4"
3.0'
12"
11 1 /4'
2.96
80
4.3'
3/4"
2.5'
22 1 /2'
5.81
157
5.4'
7/8" 1
3.0'
30
1 7.598
205
5.9'
3.0'
16"
11 1 /4'
5.15
139
5.2'
7/8"
3.0'
22 1 /2'
10.11
273
6.5'
1 1 /8"
4.0'
30'
13.19
356
7.0
1 1 /4"
4.5'
20"
11 1 /4'
7.96
215
6.0'
7/8"
4.0'
22 1 /2'
5.56
420
7.4'
1 1 /4"
5.0'
30'
20.37
550
8. 1'
1 3/8"
5.5'
24"
11 1 /4'
11.33
306
5.7'
lot
4.5'
22 1 /2'
22.22
600
8.4'
1 3/8'
6.0'
30'
1 29.04
1 784
9.2'
1 5/8'
6.5'
VERTICAL BLOCKING FOR 45' BENDS
4"
45'
1.42
38.3
3.4
3/4"
2.0'
6"
2.94
79.3
4.3
2.0'
8"
5.04
136
5.1
2.0'
12"
10.74
290
6.6
3/4"
3.0'
16"
18.67
504
7.9
1 1 /8"
4.0'
20"
28.78
777
1 9.2
1 1 /4"
4.5'
24"
41.07
1 1109
1 10.3
11 3/8"
5.5'
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. Some ASTM specification
as SST 7. SST 747: 3/4" some as SST 7, except
1" eye for 7/8" rod. Same ASTM specification as SST 7.
2. Tienut:
Heavy Hex Nut for Each Tiebolt. SS8: 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.
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"
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
7/8"
36"
200
203,580
7/8"
z
O Where shown on the plans or in the specifications or required by the Engineer,
0 joint restraint system (shackle rods) shall be used.
> All joints restraint materials used shall be those
Li 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.
AS -BUILT
"THESE PLANS ARE AS -BUILT AND THE
INFORMATION SHOWN ACCURATELY
REFLECTS EXISTING FIELD CONDITIONS AS OF
MARCH 2O05."
wrp
NOTES:
1.- THRUST BLOCK AREAS BASED ON SAFE BEARING LOAD
OF 1,000 PSF.
- 3,000 PSI CONCRETE.
- MINIMUM 3 FEET OF COVER.
- PIPE THRUST BASED ON 300 PSI PRESSURE.
- PIPE ENCASED IN POLYETHYLENE.
- VERTICAL BLOCK SIZE BASED ON CONCRETE WEIGHT
OF 150 POUNDS PER CUBIC FOOT.
- TRENCH CONDITIONS BASED ON TYPE 2, FLAT
BOTTOM TRENCH WITH LIGHTLY CONSOLIDATED
- BACKFILL, PER ANSI/AWWA C150/A21.50.
FACTOR OF SAFETY IS 1.5.
SOIL FRICTIONAL RESISTANCE
BASED ON COHESIVE GRANULAR SOIL TYPE
(GC+SC). SAND, GRAVEL, CLAY MIXTURE.
2. BLOCKING DESIGN MUST BE ADJUSTED FOR
OTHER SIZE PIPE, PRESSURES AND SOIL CONDITIONS.
3. DEFORMED REINFORCEMENT BARS SHALL BE IN
ACCORDANCE WITH ASTM A 615. BARS SHALL BE
GALVANIZED IN ACCORDANCE WITH ASTM A 767.
4• LINE SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING
WITHIN 100 FEET OF VERTICAL BEND IS BACKFILLED
AND COMPACTED TO MINIMUM COVER OF 3 FEET OVER
PIPE.
5. 90' VERTICAL BENDS SHALL ONLY BE INSTALLED WHERE
GIVEN PRIOR APPROVAL BY THE UTILITY.
6. BACKFILL TRENCH BEYOND 90' VERTICAL BLOCK WITH
CRUSHED SURFACING TOP COURSE MATERIAL COMPACTED
TO 95% MAXIMUM DENSITY. CRUSHED BACKFILL SHALL
EXTEND 20 FEET BEYOND BLOCK OR TO FIRM BEARING
TRENCH WALL, WHICHEVER IS LESS.
7. 8 MIL PLASTIC BETWEEN PIPE AND CONCRETE.
Thrust Blocking for Convex Vertical Bends
M
it
it
�
CM
o
0
............................m.,.,...............1.
..........................
z ... .....
mZ:z
m
Of
LLJ
J
J
J
�'
Z
J
ml
w �11
w�3
Ui
C-D
o
wcy- 3::
>_ _
>_
cm
>_
I
405
in
CN
�
;nj Ln�
�
O i
i1')
:NL�
N ctS
N rn
N d
+
N +
I
N
CD a-,
• O rn
CD O
I
I
10' MIN (TYP)
5.0' YIN 5.0 M1
�. <.. ,
187 MIN CLR
39
-_�
48" SD
----
_
___
-..- . �... ....... .............. ...
�..,....,.. ,,,,... �X �! ..•.... o.
6 - - - -
-
-
_
18" MIN CLR
2
7 LF 12' CL52 D
3(�0 DEAD MAN -I
W....2.,..L..6..H..6
- - -
:RESTRAIN PIPE
------ - - -
- - - - - -
•......
..... .............
SEE DETAIL
W/SHACKLE RODS
.24..LFA2...CL52..D. .. ...:.............
BOLTLOGK RESTRAINED
15 LF 22„
�I
JOINT PIPE
STEEL CASING
385
NOTE: PLACE DEADMAN IN COMPACTED STRUCTURAL
FILL OR RECESSIONAL OUTWASH (TYP)
O+bO Ot60
Thrust Blocking for Convex Vertical Bends I w� 31)2907
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
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
shall 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
Shackel Rods 3
COUGHLIN PORTERLUNDEEN
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
217 PINE STREET - SUITE 300 P: 206/343-0460
SEATTLE, WA 98101 F: 206/343-5691
A A
PLAN VIEW
I WATER
VALVE BOX LID WITH EARS
IN DIRECTION OF WATE-
MAIN AND WORD "WATT
- , CAST INTO IT
SEE DETAIL
2 PIECE CAST IRON VALVE
II BOX, RICH-SEATTLE TYPE
II OR OLYMPIC FOUNDARY
II
SECTION A -A
VALVE OPERATING NUT
EXTrNSION
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 MININMUM 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 Operating Nut Extension
C Ao� Highlands Professional Play,
w4 Elizabeth Odegard, Medina, Washington 98039
U
UTILITY DETAILS
S'i�ss�ONAL E�G�
.......................... ..................
INSTALL 12" DI RESTRAINED JOINT
PIPES INSIDE 22"0 STEEL CASING
CENTER PIPE IN CASING.
SEE DETAIL
c`4.44
0+40
"
2 SQUARE
OPERATING NUT
- 4-1/4" DIA.
1 /8" MIN. THICKNESS
_DTEEL
GTH AS REQUIRED
1 /8" MIN. THICKNESS
2-1 /4" INSIDE MEASUREMENT
2-1 /4" DEPTH
Q
w cr-, 3
> - s
U-) N
_.- 405
CV 06 CN
.. N. �... ....... ........... .... ..............
+ cn
O Q)
Ln �Lnw
10' MIN (TYP)
..... ,c ..
r -T-i.-- - - - ?-- --
EX GH >
395
.. ... ... �. i
T
7LF
......... C8).3/4 SHACKELI.RODS... ...........I
W SHP10,
SEE DETAIL
/ 14.2 ;
........
SNH #'I, 48°
RI M�398-St
IE=385.87 8 IN jCE
IE=385.77 8" �0u ,
... 8
SEE, DETAIL„ 4
PER CITY OF RENTON: STD AIL
STA: 0+25.7, 5 LT , a;
;
0f20
Water Profile Detail 2
WHITE POST
62"
- 214„
VALVE MARKER POST
CITY OF RENTON
RECOMMENDED
FOA PROVAL
ERR owTC: 9
-._..._._- DATE:_,_,.
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
x
C7 C"
�d
a �d
`°
0
`° O
m�
mz
�r
Y
w
O
EXPIRES 01/23/2004
SCANNED APR 2 2 Mz`"
c-11:>