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PIPE MA7PiAL AS SDECIFEii
PY TIIE ENriNCCR
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STB. PLAN - 403.1
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STAN DARO SIDE SEVER SM. PLAN - 40.1
PUBLIC WORKS I N STALLATION � �]
DEPARTMENT
{SEINER MAIN TO PROPERTY LINES
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CORE JOB NO. 16114T
EXISTING WATER LINE
TESTING DETAIL
t8 FT
PLAN VIEW
NEW WATER LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
ONE BLIND FLANGE ON BOTTOM
ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF
TEMPORARY BLOCK
CUT -IN (BY CITY FORCES)
TEE (FLxFL) W/ CONC. BLOCK
1- GATE VALVES (FLxMJ)
2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS
1- PLUG (MJ) W/2"fAP & TEMP. BLOW -OFF
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
4-
W-T�
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
WITH SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
EXISTING WATER LINE
� Y + + PUBLIC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN - 300.2
o� DEPARTMENT IN -LINE TEE & ONE VALVE
MARCH 2O10
n
E
a
- -
11-1/4' BEND 22-1/2' BEND 45• BEND
CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRSILTY SAND M SILT
FIRM
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
1 8.4
3.4
8.8
6.3
6.3
2.5
12"
53.0
37.5
37.5
15.0
26.5
18.8
1 18.8
7.5
20.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-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'
iRUST BLOCK BEARING !
REA REFERS TO THE
4CE OF BLOCK MEASURED
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
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
FINISHED GRADE ELEVATION
..I INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
a
47
NEW WATER MAIN POLYPIG
VERTICAL CROSS FOR POLYPIGGING STATION:
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
DISINFECTION OF NEW WATER MAIN
�Y + PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6
�N fob DEPARTMENT WATER MAINS
MARCH 2O10
INSIDE HOUSE
PREFERRED CONFIGURATION
�a� 5
0
v 3 10 8 10 4 2
FLOW
1
ADJACENT TO WATER METER
PROPERTY
LINE
SAWDUST
5
6 9 5
FILL
24" MIN
.7
7
7
6"
1
FROM
6"
WATER
METER
1 10
310 8 10 4
I
O
FLOW
2
FOR 3/4" AND 1" SERVICE (3/4" SHOWN)
#
ITEM
AMT
1
90' GALVANIZED STEEL ELBOW
-
4 EA.
2
3/4" PACKING JOINT COUPLING W/MALE IRON PIPE
2 EA.
THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR
EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85-33
OR EQUIVALENT
3
PRESSURE REDUCING VALVE W/STRAINER - 3/4"
1 EA.
WITH UNION COUPLINGS AT INLET AND OUTLET,
WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS
AND STRAINER)
4
3/4" CLOSE UNION - BRASS (M X F)
1 EA.
5
3/4" BRASS VALVE
VARIABLE
6
12" STANDARD METER BOX W/SOLID COVER
1 EA.
CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO
FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 INSIDE
DIMENSIONS, EQUAL TO BROOKS METER BOX
7
3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS
VARIABLE
REQUIRED
8
3/4" X 1/4" X 3/4" STD. BRASS TEE
1 EA.
9
1/4" PETCOCK (M X F)
1 EA.
10
3/4" BRASS NIPPLE
VARIABLE
FUNCTION
THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE
HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN
ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A
PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE
CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH
IN ACCORDANCE TO THE UNIFORM PLUMBING CODE.
THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON
THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE
METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION,
OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE
ASSUMED BY THE CUSTOMER. THREE POSSIBLE
CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE
SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING
PERMIT IS REQUIRED PRIOR TO INSTALLATION
STD. PLAN - 340.5
+ + PUBLIC WORKS 3/4" & 1" INDIVIDUAL PRESSURE REDUCING
o� DEPARTMENT VALVE ASSEMBLY
MARCH 2O10
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
RON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
NC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN
12" MA:
FINISH GRADE
gaw
�>
O
36" MIN COVER N o
22-1/2'
CIT
PIPI
? I
IN UNIMPROVED RIGHT OF
f
WAY INSTALL METER BOX AT
>'
PROPERTY LINE WITH 12"
W'
LONG COPPER TAILPIECE.
w'
a I
SIDEWALK
a
TOUCHREAD WATER
METER TO BE ,-JI
PRIVATE
PIPING
SUPPLIED BY THE 12 z a
FCITY
TYPE "K" SOFT o 00
COPPER TUBING
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS
TO BE INSTALLED IN THE FUTURE
INSTALL FORD C14-33 OR 44 FIPT
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC5Q44, OR MUELLER: 1-B-2470-2
(3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L 2-1/2" MIN. FROM NEAREST
:F_ AND FRONT EDGE OF PIT LID
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
r
3/4" OR 1"
GALVANIZED
PLUG
3/ STD. PLAN - 320.1
t 4" AND 1" WATER SERVICE
+ �+ PUBLIC WORKS
o� DEPARTMENT
NOVEMB]ER 2009
W-397303
5-397303
CONSTRUCTION
RECORD DRAWING
�l• 7�IDEK0
v WAsy�ar CIVIL ENGINEERING
`'0.on
LANDSCAPE ARCHITECTURE
PLANNING
-0•• 41846 �� DESIGN SURVEYING
�0A 'p�.G l STE?F
FSS�ONAL ENS\
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
11-IZ-1�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED: DAP
SCALE
VERTICAL NAVD 1988
HORIZONTAL HAD 1993/1991
DATU M
.
CITY OF
�' RENTON
Planning/Building/Public Works Dept.
SANITARY SEWER AND
WA TER DETAILS'
DATE.
2017
SEPTFlELDBOOK:
DESIGNED:
WG
PAGE:
DRAWN
SES
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWING N0:
C5 31
CHECKED: MAY
NO.
REVISION
BY
DATE
AP P R
APPROVED: SHIN
SHEET: 13 OF: 22