HomeMy WebLinkAboutW-408204IN
S. W. 114 OF S. W.
114 OF SECTION
04,
T. 23 N., R. 05 E. W. M.
CITY OF
RENTON, STATE
OF
WASHINGTON
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EXISTING WATER LINE
PLAN VIEW
TESTING DETAIL
H
-...ICAL 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"TAP & TEMP. BLOW -OFF
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
WITH SLEEVE (MJ) & 0.1. SPOOLS
FINAL CONNECTION BY CITY FORCES
EXISTING WATER LINE
1
-'
PUBLIC WORKS
DEPARTMENT
CONNECTION TO WATER MAIN CUT
IN -LINE TEE & ONE VALVE
STD. PLAN
- 300.2
MARCH
2O10
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 - Phone: (425) 392-0250
Eastern Washington Division
k
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11-1/4' BEND 22-1/2" BEND 45' BEND
immm
CI )
CAP
TEE 190' 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
it 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
do 22 1/2'
BEND
BEND
BEND
4
7.0
4.2
4.2
1.7
2.9
2.1
2.1
I'D
2.2
1.6
1.6
1.0
6
t3.3
9.4
9.4
.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
37.5
1 15.0 126.5
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'
THRUST BLOCK BE
AREA REFERS TO
FACE OF BLOCK M
IN SQUARE FEET
7L4"
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 10 BOLTS AND GLANDS SHALL BE PROVIDED.
PUBIC WOCONCRETE BLOCKING FOR STD. PLAN - 330.2
RK�
4 � � HORIZONTAL AND DOWNWARD
llEl'AR'1'ML•'N'I'
A o VERTICAL BENDS MARCH 2O10
EXISTING WATER LINE
TESTING DETAIL
EXISTING WATER LINE
FINAL CONNECTION DETAIL
PLAN VIEW
TICAL CROSSCMJxFL) FOR POLYPIGGING
BLIND FLANGE ON TOP WITH 2'TAP b 2'PLUG
BLIND FLANGE ON BOTTOM
(MJ) PLUG WITH 2' TAP 6 2' TEMPORARY BLOW -OFF
'ORARY BLOCK
LINGS
/C
E
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK 6 BLOW -OFF L CONNECT
WITH SLEEVE (MJ) a D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
EXISTING WATER LINE
PUBLIC WORKS CONNECTION TO WATER MAIN CUT S7D' PLAN - 300.3
DEPARTMENT IN -LINE TEE & TWO VALVES
�t t MARCH 2O10
407 Swiftwater Blvd. - Cle Elum, WA 98922 ■ Phone: (509) 674-7433
N0.
AS-BUILTS
REVISION
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO LAID -SLATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN,
12" MAX
FINISH GRADE I
0
36" MIN COVER "' t)
22-1 /2'
City
I al r<r.
PIPING
r,r..
U.
J
I IN UNIMPROVED RIGHT OF
J
I
WAY INSTALL METER BOX AT
PROPERTY LINE NTH 12"
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Of
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LONG COPPER TAILPIECE.
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I SIDEWALK
$
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CL
TOUCHREAD WATER
METER TO BE
SUPPLIED BY THE
12"
z a
CITY
3 �'
_
TYPE "K" SOFT
o
-1
zl� COPPER TUBING
N'?
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZEC
INSTALL FORD C14-33 OR 44 FIPT PP LNG
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: 3/4-8-2470-2 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: 21-415WC0044, OR MUELLER: 1-B-2470-2
(3/4" FB10DO-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(I- FB1000-4-0) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH OUICK 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
2-1/2" MIN. FROM NEAREST
r AND FRONT EDGE OF PIT LID
I
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.
PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN - 320.1
DEPARTMENT NOVEMBER 2009 -
INSIDE HOUSE
PREFERRED CONFIGURATION
Ga 5
� 3 10 8 10 4
FLOW
#
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 j 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
1 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.
INSTALLATION
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
PUBLIC WORKS 3a" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN - 340.5
DEPARTMENT VALVE ASSEMBLY
ys Tp� MARCH 2O10
SURVEYED:
SDM
DESIGNED:
NEM
DRAWN:
TLK
KMR 05122123 KMR CHECKED:
NEM
BY DATE APPR APPROVED:
NEM
SCALE
1" = 20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
W
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Q �-
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11Y
W W
0IO
a DIRECTION OF FLOW
FEa _3„
(MIN.)
6" MIN.
6"MIN.(TYP.)
PLAN
UNION (TYP,)
TO CITY
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA'S) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR
�- DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2O10
0 Cl T Y OF
RENTON
Planning/Building/Public Works Dept.
M.
pg WASkI
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49917
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ANAL LAN��
5/22/23
AS -BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS
AS OF 05/22/23 (DATE SIGNED)
BY: KEVIN M. REESE
--��- 05/22/23
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
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W-408204 R- 4 0 8211 m
IN COMPLIANCE WITH CITY OF RENTON STANDARDS �
28 HUNDRED UNIT L 0 T SUBDIVISION
DETAILS
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DATE
1211312021
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PAGE: NIA
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