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11-1/4" BEND
CAP
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22-1/2' BEND
45' BEND
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
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8"
23.3
16.7
16.7
6.7
11.7
8.4
8.4
3.4
8.8
6.3
6.3
2.5
12"
53.0
37.5
1 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'-O" 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'
THRUST BLOCK BE.
AREA REFERS TO
FACE OF BLOCK M
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 (I-s/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
HORIZONTAL AND DOWNWARD
VERTICAL BENDS Ni_1PC'Ii
CONCRETE BLOCKING FOR HORIZONTAL AND
DOWNWARD VERTICAL BENDS
(COR STD. PLAN 330.2)
NOT TO SCALE
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA71ONaFTxISDOCI1YENrSHALLNYAlIDA1ETIE
PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCI11E11TDOES NOT DEROGATEFROMRESERVED
OINER9IP RWHiS IN IT. THIS DOCUIENT IS FOR USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY �YFOR THE PRo,IEcrDENTIREDNTHE nTLEeLoac
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
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SSIONAL
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SHACKLE RODS
c^� TYPE A BLOCKING ^ ocnl^c
S
CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3
« fL + PUBLIC WORKS FITTINGS
�Nzo� DEPARTMENT
MARCH 2OI0
CONCRETE BLOCKING FOR VERTICAL
FITTINGS (COR STD. PLAN 330.3)
NOT TO SCALE
_ 5
I 4
3
2
nd -
T A C O M A• SEATTLE • SPOKANE •TRI-CITIES 1
2215 North 30th Street, Suite 300 Tacoma, VVA 98403 NO.
19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB
RAMP REVISION
STORM DRAINAGE REVISIONS
CITY COMMENTS
ADDENDUM NO. 3
ADDENDUM NO. 1
REVISION
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 on equal alternate is approved in
writing by the Engineer.
Materials
Steel Types:
High strength low -alloy steel (cor-ten),
ASTM A588 heat -treated.
1. Tiebolt:
ASTM A588, Grade 8, 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. Tiewosh er
ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tiewosher
SS17 for 5/8", 3/4", 7/8", 1" round flat washer
Instollation:
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 o flange b
9 9 Y
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.
Pipe
Size
Inches
Test
Pressure
PSI
2
4
Number and Size of Rods
6 8 10 12 14 24
2
250
3/4"
3
250
3/4"
4
250
3/4"
6
250
3/4"
6
250
3/4"
10
250
3/4"
12
250
3/4"
14
250
3/4"
16
250
3/4"
18
250
3/4"
23
250
3/4'
24
250
3/4"
30
200
3/4"
35
200
1"
d2
200
1"
48
200
V.
MIN
l� V
4
STD. PLAN - 330.5
PUBI IC WORKS SHACKLE RODDS
DEPARTMENT AND TIE BOLTS
N _ 'MARCI-3 ?OI O
SHACKLE RODS AND TIE BOLTS
(COR STD. PLAN 330.5)
NOT TO SCALE
WJF
2/22/18
WJF
SURVEYED:
D. FOLLANSBEE
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
WJF
4/21/17
WJF
WJF
3/17/17
WJF
DROWN:
F. KATONA
WJF
3/1/17
WJF
CHECKED:
W. FIERST
BY
DATE
APPR
APPROVED:
S. COMFORT
PRECAST CONCRETE VAULT WITH 3 - 3'x 3' ONE EACH SIDE
HINGED STEEL PLATE COVERS. DIMENSIONS
5'-8"x ll'-2"x 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.x SCREWED
VAULT OR EQUAL 4"x4"x6" BULL HEAD TEE, FL.-\
TOUCH READ PIT LID SENSOR
MOUNTED ON STEEL PLATE
COVER THROUGH 2" DIA. 6" PIPE FL.x
DRILLED HOLE IN COVER. FL. 2'-0" LO
THE BY-PASS ASSEMBLY SHALL BE \
INCLUDED AS PART OF THE DETECTOR a
DOUBLE CHECK VALVE ASSEMBLY. 18" FOR 10" ASSEMBLY
5/8"x3/4" SENSUS SRII (TR/PL) METER 17 1/2" FOR 8" ASSEMBLY
WITH ICE REGISTER. 18 1/2" FOR 6" ASSEMBLY
CITY PRIVATE I \ 11'- 2'=
z PIPING PIPING
TEE (MJ x FL)
GATE VALVE (FL x MS)
y )
5'-
_TO CITY MAIN
12" ALL AROUND
CONCRETE
BLOCKING
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ALL DETECTOR DOUBLE CHECK VALVE
P.E. ASSEMBLIES SHALL INCLUDE RESILIENT
10", 8" OR 6" FL.x
PIPE WITH COLLAR 18" SEATED SHUTOFF VALVES AND TEST PLAN
FROM P.E. COCKS. AND APPROVED
CROSS -CONNECTION CONTROL
10"- 3'-8" LONG ASSEMBLIES PER DEPARTMENT OF
8"- 3'-6" LONG HEALTH LATEST APPROVED LIST.
6"- 4'-0" LONG
DOUBLE CHECK VALVE ASSEMBLY
INCLUDES TWO RESILIENT SEATED
SHUTOFF VALVES.
10", 8% OR 6" FLANGED COUPLING
ADAPTER EQUAL TO ROMAC.
TOUCH READ PIT LID SENSOR MOUNTED
ON STEEL PLATE COVER THROUGH 2" DIA.
NOTE: DRILLED HOLE IN COVER.
1. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING.
2. 4" AND LARGER BENDS AND TEES TO BE CAST
IRON CEMENT LINED. 18" FOR 10" ASSEMBLY 17
3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/2" FOR 8" ASSEMBLY 18
VALVES AT THE TIME OF INSTALLATION TO CENTER 1/2" FOR 6" ASSEMBLY
THE PIPE IN VAULT OPENING. AFTER COMPLETE 5/8"x3/4" INVENSYS{�
INSTALLATION REMOVE THE TEMPORARY SUPPORT TR-PL METER WITH 7'-2"
AND INSTALL ADJUSTABLE PIPE SUPPORT. ICE REGISTER
4. INSTALL GALVANIZED LADDER FOR ACCESS. 6" MIN. DRAIN TO DAYLIGHT OR
STORM DRAIN SYSTEM WITH
5. AFTER FIELD INSTALLATION, MAIN DDCVA AND CATCH BASIN OR MANHOLE
BY-PASS DCVA MUST BE TESTED SATISFACTORILY
BY A DEPT. OF HEALTH CERTIFIED BACKFLOW fi
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED
TO CITY OF RENTON WATER UTILITY ENGINEERING
DEPT. PRIOR TO ACTIVATION OF NEW LINE.
3"
r-4"x 2 1/2" FIRE DEPARTMENT DOUBLE
CONNECTION FOR STAND PIPE WITH
BREAKABLE CAST IRON HOSE CAPS.
ONE EACH SIDE EQUAL TO GRINNEL
FIG. 1682 WITH HOSE CAPS FIG. 1333.
6" SWING TYPE GRAVITY OPERATED
CHECK VALVE, FL. EQUAL TO
MUELLER CO. A-2600-6 WITH BALL
DRIP VALVE AT BOTTOM
INSTALL EPDXY NON -SHRINK
GROUT (TYP.)
6" PIPE, FL.x FL. 3'0" LONG
6
f..
'&&8' ASSEMBLY. 6" SHORT
US 90'
[RAD10'
IREDUCINGMBDEND90FL.
8"X6"
TO BUILDING
DEADMAN
BLOCK
REQUIRED.
10",8",6" FL x MJ ADAPTOR
10" ASSEMBLY 10"x10"x8"TEE FL.
8" ASSEMBLY 8"xB"x6" TEE, FL. 6"
ASSEMBLY 6'x6"x6" TEE, FL.
10", 8", OR 6" GATE VALVE, FL.x MJ,
WITH INDICATOR POST. INDICATOR
POST VALVE SAME SIZE AS DOUBLE
CHECK VALVE (MUELLER CO. OR
EQUAL), PAINTED RED.
10", 8", OR 6" DUCTILE IRON
CLASS 52 NIPPLE PIPE,
CEMENT LINED, LENGTH TO FIT.
6" PIPE
FL. x S
2'-6" 3'
2'-11"
6" 90' BEND FLU
"-GALVANIZED
STEEL LADDER
COMPACTED FOUNDATION
6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" GRAVEL
FLARE CAPS. ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
END VIEW
6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2
w PUBLIC WORKS
+ �•` + DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE
��ii rod INSTALLATION MARCH 2O10
DOUBLE CHECK DETECTOR CHECK ASSEMBLY
WITH STANDPIPE OUTSIDE INSTALLATION
(COR STD. PLAN 360.2)
NOT TO SCALE
CONSTRUCTION RECORD DRAWINGS
SCALE:
AS SHOWN HORIZONTAL: NAD U 983/11991 `� Z Uhl
, CITY OF
51r,lv.RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
BY:
BY:
BY:
BY:
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
DATE:
DATE:
DATE:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
WATER NOTES AND
DETAILS II
05/04/2017
PAGE:
C7.6
SHEET:OF:
36 43
�i
W-393005