HomeMy WebLinkAboutW-403307L' J
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CITY OF RENTON
PERWT NUMBER
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TESTING DETAIL
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'cl\NEW D.I. WATER LINE
TAPPING TEE (MJxF�) VERTICAL CROSS(MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
TAPPING GATE VALVE (FL XMJ) 1-BEND
TEMPORARY PLUG (MJ) WITH 2-INCH TAP ND FLANGE ON 60TTOM
AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUGARY BLOCK
WITH "L"TAP & 2" BLOW -OFF
CONCRETE BLOCKING TEMPORARY
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cv .FINAL CONNECTION DETAIL
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NEW D.I. WATER LINE
(TR ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTON BY CITY FORCES
NOTES:
1 TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR
EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES
AND VALVE SHALL BE WATER TESTED BCQORE TAP
2. NO SIZE ON SIZE TAPS ON CAST -IRO\ WATER L.NES. TAP SHALL BE AT
LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
5. CONTRACTOR SHALL POTHOLE AND VERIFY T'iE HORIZONTAL AND VERTICAL
ALIGNMEN" OF EXISTING LINE OR STUB .AND SHALL START LAYING THE NEW
UNE AT --E SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL.
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STD. PLAN - 300.1
PUBLIC: WORKS CONNECTION TO WATER MAIN WITHDEPARTMENT TAPPING TEE & VALVE MARCH 2O10
2/2/2019
C 18005570
FINISHED GRADE ELEVATION
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
NEW WATER MAIN POLYPIG
VERTICAL CROSS FOR POLYPIGGING STATION:
A PORTION
SECTION 32,
CITY
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
INS'ALL 2" PLUG ON TOP BLIND FLANGL
AFTER REMOVAL OF POLYPIG
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG")
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECHON OF NEW WATER MAIN
TY PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6
DEPARTMENT WATER MAINS
MARCH 2O10
A N S T E= Y 8627 NE 180th St.
BOTHELL, WA 98011
E N G I N E E R I N G PHONE: (206) 303-7639
EMAIL: benanstey@ansteyengineering.com
OF THE SIN 1/4 OF THE NW
TOWNSHP 24 N, RANGE 5 E,
OF RENTON. WASHINGTON
7
u
11-1/4' BEND
CAP
..l
22-1/2' BEND
TEE
45" BEND
90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FlRM SILTY SAND
COMPACT SAND
CCMPACT 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
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
B"
23.3
', 6.7
16.7
6.7
11.7
8.4
8.4
3.4
5.8
6.3
6.3
2.5
12"
53.0
37.5
37.5
15.0
"15
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'
TRUST BLOCK BE.
REA REFERS TO '
4CE OF BLOCK M
IN SQIJARF 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-I/2").
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE CREATES F [TING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED,
�1Y ° CONCRETE BLOCKING FOR STD. PLAN - 330.2
u PUBLIC WORKS
+ i�� + DEPARTMENT VERTICAL
AND DOWNWARD
l N SO VERTICAL BENDS MARCH 2010
PRI 7000385
BI 7003480-V3
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5"0 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPFR CENTURION 200, AND WATEROUS PACER WITH 6" MFCHANICAL
JOINT INLET WITH -UGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAP-OR,
4.875" SEATTLE THREAD X 5' STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT C. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.675" x 5" STORZ
5'x5x6° THICK CONCRETE PAD AROUND
BACK OF
HYDRANT. FINISH TO MATCH SIDEWALK.
EWALK
EXPANSION JOID
NT AT
2 ORNPLANTNGDST/RIP
CONCRETE
THRUST BLOCK
15" x 8" x 4" MININUM
CONCRETE BEARING
HLOCK UNDER HYDRANT
1
�6
CUT
36" MIN
COVER
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIV=
CONCRETE BLOCKING
\, MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6 DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" CCR-TEN STEEL TIE RODS.
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
I FVEL ALL GROUND
MIN S RADIUS
ONE MAN ROCK-
6
6" CONCRETE PAD
LEVEL ALL GROUND
MIN 3' RADIUS
6" CONCRETE PAD
FI LL
HYDRANT LOCATION IN CUT OR FILL
STD. PLAN - 310.1
PUBLIC WORKS FIRE HYDRANT ASSEMBLY
-` DEPARTMENT
MARCH 2O1U
W-403307
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
DEVELOPMENT ENGINEERING I WATER UTILITY Y
Justin Johnson 02/05/2019 E)l , Abdoul Gafour 02/05/2019 '�
SURVEYED:
SCALE:SCALE.
1 "- 2 0$
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
Y
CITY OF
itRENTON
2
3731 PARK A V E N
WATER NOTES AND DETAILS
DESIGNED:
TOUMA
DRAWN:
DAN
N t O
ONE INCH
Planning/Building/Public Works Dept,
PERMIT NUMBER C 18005570
CHECKED: MITT
AT FULL SCALE
IF NOT ONE INCH
N 0.
REVISION
BY
DATE
AP P R
SCALE ACCORDINGLY
APPROVED:
9/12/2018
PAGE:
DRAWING NO:
525-380
SHEET: OF:
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