HomeMy WebLinkAboutW-391406►I
C'7
CV
I
000"oUo---N
) j SEWER
1/4" 12-1/2p�
RECESSED
UFT POCKET
3/4" LETTERING "SEWER"
(2) BOLT SOC. (ALLEN HEAD)
51W - 11 X 1.5 STAINLESS
STEEL
REF_ PART #00981177
1-3/18"
14" �I
1 - i 1
CAST IRON DING AND COVER
BOLT DETAIL.
Not to Scale
FRAME
'7'_FI1' nIALAC=r% ')r—f]"
45' (1/8) BEND
II ��w
I
OR
DABLE
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NO E5:
1. 8" AND 6" CLEAN-OUT RINGS AND COVERS ON SEWED MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2' 0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
STD. PLAN - 403.1
PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED:
t:
DEPARTMENT FOR SANITARY SEINER MAIN
Cepa 3
�u eta
h3"x24" PLASTIC METER BOX EQUAL T4 MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCEC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN
12" MAX
FINISH GRADE
BMW
36" MIN COVER
22-1/2-
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS3/4" OR I"
TO BE INSTALLED IN THE FUTURE GALVANIZEL
INSTALL FORD C14-33 OR 44 FIPT PLUG
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 MGDONALD BRASS: 21-215WCCQ33, OR
MUELLER: 3f4-13-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V13H72-154V-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC0044, OR MUELLER: 1 -B -247D-2
(3/4 F81ODD-3-Q) 4R AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB10OD-4-Q) OR AY MGDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
N OTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC 1=OUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
— A
I vr14r5 L.
RIB
)HILL 2' DIA. HOLE > OR AMR kAU I OMA I IC
DETER READ) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
N OTE:
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 AND I" WATER SERVICE STD. PLAN — 320.1
+ DEPARTMENT
NOVEMaER 20663
z CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEI
1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW
NO. REVISION
SURVEYM:
DE'R3NED
DKS
)KS 017-05-05 DRAWN:
P+Cw
DKS 2017-03-23 CHECKmDKS
BY DATE APPR APPROvEO:
SCALE
AS NOTED
ONE INCH
Ai FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERT1CAL: NAVD 1986
HORIZONTAL W 19&3/1991
DATUM
TO
ME
r-L/AIN
BOSSES � IVIllV. I I1LL
BRAINING 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
DC\IA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN,
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTED 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. 425430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
IPUBLIC WORDS $4" TO 2" DOUBLE CHECK VALVE STD. PLAN --340.8
+ DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCID 2010
CITY OF
I+ R E N TO N
Planning/Building/Public Warks Dept.
NOVAdyne
Civil Engineers
Seatde 425-753-1869
Portland 971-295-6441
Dons@novadyne.us
Established 1983 Anchorage Seattle Porgand
W-3914-006
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IN COMPLIANCE ITH CITY OF RENTON STANDARDS III
1
CI)
Lu
WASTEWATER UTILITY Is DEVELOPMENT ENGINEERING L;l
dchristen101l2Q1 rnair 061081201 7
SEATTLE PIPE TRADES EXPANSION
595 Monster Road SUV
UTILITY DETAILS
30F3
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Alt;
3/9/17 LU
IELDSDOK: J
-AGE:
7RAVANC NO:
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SH_E- 13 OF 17 CO
IXTY
PRIVAT_
PIPING
PIPING
IIN UNIMPROVED RIGHT OF
�_ f
J
WAY INSTALL METER BOX AT
' PROPERTY LINE WITH 12"
' LONG COPPER TAILPIECE.
'
a.
0
I SIDEWALK
TOUCHREAD WATER
METER TO BE
SUPPLIED BY THE
12"
CITY
m >
TYPE "K" SOFT
COPPER TUBING
IF SERVICE LINE TO HOUSE IS3/4" OR I"
TO BE INSTALLED IN THE FUTURE GALVANIZEL
INSTALL FORD C14-33 OR 44 FIPT PLUG
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 MGDONALD BRASS: 21-215WCCQ33, OR
MUELLER: 3f4-13-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V13H72-154V-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC0044, OR MUELLER: 1 -B -247D-2
(3/4 F81ODD-3-Q) 4R AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB10OD-4-Q) OR AY MGDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
N OTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC 1=OUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
— A
I vr14r5 L.
RIB
)HILL 2' DIA. HOLE > OR AMR kAU I OMA I IC
DETER READ) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
N OTE:
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 AND I" WATER SERVICE STD. PLAN — 320.1
+ DEPARTMENT
NOVEMaER 20663
z CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEI
1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW
NO. REVISION
SURVEYM:
DE'R3NED
DKS
)KS 017-05-05 DRAWN:
P+Cw
DKS 2017-03-23 CHECKmDKS
BY DATE APPR APPROvEO:
SCALE
AS NOTED
ONE INCH
Ai FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERT1CAL: NAVD 1986
HORIZONTAL W 19&3/1991
DATUM
TO
ME
r-L/AIN
BOSSES � IVIllV. I I1LL
BRAINING 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
DC\IA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN,
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTED 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. 425430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
IPUBLIC WORDS $4" TO 2" DOUBLE CHECK VALVE STD. PLAN --340.8
+ DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCID 2010
CITY OF
I+ R E N TO N
Planning/Building/Public Warks Dept.
NOVAdyne
Civil Engineers
Seatde 425-753-1869
Portland 971-295-6441
Dons@novadyne.us
Established 1983 Anchorage Seattle Porgand
W-3914-006
m
T
LO
O
CD
LO
r
Nt
co
O
CD
O
LO
T
LO
O
C3
O
O
I
r
Fit
0
z
n
x
IN COMPLIANCE ITH CITY OF RENTON STANDARDS III
1
CI)
Lu
WASTEWATER UTILITY Is DEVELOPMENT ENGINEERING L;l
dchristen101l2Q1 rnair 061081201 7
SEATTLE PIPE TRADES EXPANSION
595 Monster Road SUV
UTILITY DETAILS
30F3
w
n
Alt;
3/9/17 LU
IELDSDOK: J
-AGE:
7RAVANC NO:
C3.5 w
SH_E- 13 OF 17 CO