HomeMy WebLinkAboutW-436315NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M.
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J r - IN UNIMPROVED ROW,
O w INSTALL METER BOX
d AT PROPERTY LINE WITH
/i
^ a 1" COPPER TAILPIECE
MAIN
SIDEWALK
FINISHED GRADE 9" TO 12" a�
" TD 30
22 �/2° 1
LOOP DOWN TO CENTERLINE OF WATER MAIN
TO PROVIDE SLACK IN SERVICE LINE TO METER
MATERIALS
OA
CORPORATION STOP
OB
TUBING
OC
METER SETTER
OD
WATER METER
OE
METER BOX
OF
COUPLER AND PLUG
OG
GRAVEL
z
FI
w CITY PRIVATE
d y
O
a PIPING PIPING
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1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,
FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ
1" TYPE "K" SOFT COPPER TUBING
1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK
VALVE ON OUTLET, FORD VBH74-15W-44-44-Q-NL, A.Y. MCDONALD 721-415WCQQ44, OR MUELLER
B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS
AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY
METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARM ORCAST A6001969RCI-H7, TO READ
"RENTON WATER"
COUPLER (PACK JOINT x PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO
PROPERTY IS TO BE INSTALLED IN THE FUTURE
1 1/4" WASHED GRAVEL
• PUBLIC WORKS
�. DEPARTMENT
FROM METER TO BUILDING
NOTE:
1. WHERE THE PRV ASSEMBLY IS INSTALLED ON AN EXISTING SERVICE, THE EXISTING SERVICE SHALL BE CUT AND NEW COPPER TUBING
AND BRASS FITTINGS SHALL BE INSTALLED AS REQUIRED.
MATERIALS
OPRESSURE
REDUCING
PRV ASSEMBLY WITH INTERNAL BYPASS AND STRAINER, ZURN WILKINS 600XL SERIES OR EQUAL (FNPT)
VALVE ASSEMBLY
OB
PIPE
BRASS NIPPLE (MNPT), LENGTH TO FIT
OC
SHUTOFF VALVE
BRONZE BALL VALVE, ZURN WILKINS 850XL SERIES OR EQUAL (FNPT)
OD
BEND
90- BRASS BEND (FNPT x PACK JOINT)
PIPE
TYPE "K" SOFT COPPER TUBING, LENGTH TO FIT
OF
BEND
90- BRASS BEND (PACK JOINT x PACK JOINT)
OG
BOX AND LID
13N24" BOX AND LID, CONCRETE POLYMER OR HDPE
�H
GRAVEL
1i/4" WASHED GRAVEL
OI
PVC PIPE
PVC NIPPLE, LENGTH TO FIT
STD. PLAN 320.1
APPROVED: • PUBLIC WORKS
1" WATER SERVICE '• ` DEPARTMENT
6/28/2023
Martin Pastucba DATE
Public WorWAdmin"tratar
INDIVIDUAL PRESSURE REDUCING
VALVE ASSEMBLY (RESIDENTIAL)
STD. PLAN - 340.4
INDIVIDUAL PRESSURE REDUCING
VALVE ASSEMBLY (RESIDENTIAL)
NTS
• Call 811
• • two business days
before you dig
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
DATE
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00
DIRECTION OF FLOW
O 3"
E1.1 O (MIN.)
I
6" MIN.
6"MIN.(TYP.) UNION (TYP.)
PLAN
/
Q 3"MAX.
Z_ 00 Z_
O O
6"MIN.
o �o
O
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.
o 3 " TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
a PUBLIC WORKS
DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2O10
3/4" TO 2" DOUBLE CHECK
VALVE ASSEMBLY
SURVEYED:
ZLN
DESIGNED:
MDR
JSF
12/8/2025
JSF
JSF
08/31/2025
JSF
DRAWN: RAG
MDR
05/27/2024
JSF
CHECKED:
MNF
BY
DATE
APPR
APPROVED:
JSF
NTS
12/09/2025
90' BEND
CAP / PLUG
TEE
45' BEND
22 %2 BEND
11 Y40 BEND
MINIMUM BEARING AREA
AGAINST UNDISTURBED SOIL (SF)
PIPE
SIZE
PR(PS)
O
O
O
O
O
4"
200
2/(1)
1/(NONE)
1/(NONE)
NONE
NONE
300
3/(2)
2/(2)
2/(1)
1/M
NONE
6"
200
4/(3)
3/(2)
3/(1)
1/(1)
1/(NONE)
300
6/(4)
4/(3)
3/(2)
2/(1)
1/(NONE)
W.
200
7/(5)
5/(3)
4/(3)
2/(2)
1/M
300
11/(8)
8/(5)
6/(4)
3/(2)
2/(1)
10"
200
11/(8)
8/(6)
6/(4)
3/(2)
2/(1)
275
16/(11)
11/(7)
9/(6)
5/(3)
3/(2)
12"
200
16/(11)
11/(8)
9/(6)
5/(3)
3/(2)
250
24/(16)
17/(11)
13/(9)
7/(5)
4/(3)
14"
200
22/(13)
16/(11)
12/(8)
6/(4)
3/(2)
250
33/(22)
23/(16)
18/(12)
9/(6)
5/(3)
16"
200
29/(19)
21/(14)
16/(11)
8/(6)
5/(3)
225
32/(21)
23/(16)
17/(12)
9/(6)
5/(3)
18"
200
36/(24)
26/(17)
20/(13)
10/(7)
5/(4)
20"
200
45/(29)
32/(21)
24/(16)
13/(8)
7/(4)
24"
200
64/(43)
46/(30)
35/(23)
18/(12)
9/(6)
* VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF
SOIL TYPE
MUCK OR PEAT
SOFT CLAY
SAND
SAND AND GRAVEL
CEMENTED WITH CLAY
HARD SHALE
SAFE BEARING LOAD (PSF)
0
1,000
2,000
3,000
4,000
10,000
NOTES:
1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS.
2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING.
3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING.
4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING
JOINT.
5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY
WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE.
6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE
REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST.
8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
STD. PLAN - 330.2
PUBLIC WORKS CONCRETE BLOCKING APPROVED:
DEPARTMENT FOR HORIZONTAL FITTINGS 6/28/2(
Marlin Pastuda DATE
wain worw Aemmtstmor
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.knff.com
HGRIZOWA N D 1983/1991 • CITY OF
RENTON
ONE INCH DATUM •
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
CONCRETE BLOCKING FOR
HORIZONTAL FITTINGS
NTS
vv-43631 5 s-43631 5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY • DEVELOPMENT ENGINEERING
JValdez 12/18/2025 HBray 12/31/2025
Fmul
SOLERA TOWNHOMES
2842 NE SUNSET BLVD
RENTON, WA 98056
SEWER & WATER DETAILS
DATE:
05/30/202
PAGE:
DRAWING NO:
C7.24
SHEET:OF:
44 55
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