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LT
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA f-5110- OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS, 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 ADAPTOR,
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 No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL- PUMPER CONNECTIONTO 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
4.875 x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
BACKOF SIDEWALK
CONCRETE Ell) LK
OR PLANTING STRIP
36' MIN
COVER i
CONCRETE J
THRUST BLOCK
16" x 8" x 4" MININUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
CUT
TWO-PIECE CAST IRON VALVE BOX WITH LUG
r� 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 REFLECTIVE
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" COR -TEN STEEL TIE RODS.
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
V ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
ONE MAN ROCK -
1
6
6" CONCRETE PAD r
LEVELAL1 GROUND
MIN 3' RADIUS
/6" CONCRETE PAD
FI LL
HYDRANT LOCATION IN CUT OR FILL
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD, PLAN — 310.1
+ ; DEPARTMENT
MARCH 2010
PRECAST CONCRETE VAULT WITH 3 - 3'x 3' ONE EACH SIDE 4"x 2 1/2" FIRE DEPARTMENT DOUBLE
HINGED STEEL PLATE COVERS. DIMENSIONS
CONNECTION FOR STAND PIPE WITH
5-8"x 11'-2"x 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.x SCREWED
BREAKABLE CAST IRON HOSE CAPS.
VAULT OR EQUAL 4"x4%6" BULL HEAD TEE, FL.
ONE EACH SIDE EQUAL TO GRINNEL
TOUCH READ PIT LID SENSOR
FIG. 1682 WITH HOSE CAPS FIG. 1333.
MOUNTED ON STEEL PLATE
6" PIPE FL.x
6" SWING TYPE GRAVITY OPERATED
COVER THROUGH 2" DIA.
FL 2'-O" LO
CHECK VALVE, FL. EQUAL TO
DRILLED HOLE IN COVER.
MUELLER CO. A-2600-6 WITH BALL
THE BY-PASS ASSEMBLY SHALL BE
DRIP VALVE AT BOTTOM
INCLUDED AS PART OF THE DETECTOR
INSTALL EPDXY NON -SHRINK
DOUBLE CHECK VALVE ASSEMBLY. 18" FOR 10" ASSEMBLY
GROUT (TYP.)
5/8"x3/4" SENSUS SRI] (TR/PL) METER 17 1/2" FOR 8" ASSEMBLY
6" PIPE, FL.x FL. 3'0" LONG
WITH ICE REGISTER. 18 1/2" FOR 6" ASSEMBLY 3'-0"
4” AND LARGER BENDS AND TEES TO BE CAST
11 - 2
6"& 8" ASSEMBLY. 6" SHORT
cI n PRIVATE
RADIUS 90' BEND FL.
z PIPING PIPING
10" ASSEMBLY 90' 8"X6"
s
BEND FL
TEE (MJ x FL)REDUCING
3-2"
1/8" MIN. THICKNESS
6" 90' BE FL.
GATE VALVE (FL x MS) 21
/
2-1/4" INSIDE MEASUREMENT
3.
-TO CITYMAIN
TO BUILDING
12" ALL AROUND/ 2 6
DEADMAN
INSULATED ENCLOSUR
BLOCK
CONCRETE
REQUIRED.
.
BLOCKING
"HOT BOX" OR EQUAL
THE PIPE IN VAULT OPENING. AFTER COMPLETE
10",8",6" FLxMJ ADAPTOR
ALL DETECTOR DOUBLE CHECK VALVE
10", 8" OR 6" FL.x P.E.ASSEMBLIES SHALL INCLUDE RESILIENT
PLAN
INSTALLATION REMOVE THE TEMPORARY SUPPORT
SEATED SHUTOFF VALVES AND TEST
PIPE WITH COLLAR 18"/CROSS-
10" ASSEMBLY 10"x10"x8"TEE FL.
COCKS. AND APPROVED
8" ASSEMBLY 8"x8"x6" TEE, FL. 6"
FROM P.E. CONNECTION CONTROL
ASSEMBLY Vx6%6" TEE, FL.
10"- S-8" LONG ASSEMBLIES PER DEPARTMENT OF
8"- S-6" LONG HEALTH LATEST APPROVED LIST.
10", 8", OR 6" GATE VALVE, FL.x MJ,
6"- 4'-0" LONG
WITH INDICATOR POST. INDICATOR
DOUBLE CHECK VALVE ASSEMBLY
POST VALVE SAME SIZE AS DOUBLE
INCLUDES TWO RESILIENT SEATED
CHECK VALVE (MUELLER CO. OR
SHUTOFF VALVES.
EQUAL), PAINTED RED.
10", 8", OR 6" FLANGED COUPLING
AFTER FIELD INSTALLATION, MAIN DDCVA AND
ADAPTER EQUAL TO ROMAC.
10", 8", OR 6" DUCTILE IRON
-
CLASS 52 NIPPLE PIPE,
BY-PASS DCVA MUST BE TESTED SATISFACTORILY
CEMENT LINED, LENGTH TO FIT.
COMPACTED FOUNDATION
6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" GRAVEL
FLARE CAPS. ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
END VIEW
6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN — 360.2
+ �A PUBLIC WORKS
+ DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE
INSTALLATION MARCH 2010
N
WATER DETAILS
A A
PLAN VIEW
WATER
TOUCH READ PIT LID SENSOR MOUNTED
VALVE BOX LID WITH
EARS IN DIRECTION OF
ON
STEEL PLATE COVER THROUGH 2" DIA.
OPERATING NUT
WITH SLEEVE (MJ) & D.I. SPOOLS
NOTE: DRILLED
HOLE IN COVER.
12° MIN,
18" MAX,
r
FOR FREEZE
PROTECTION
CENTER BACKFLOW
3"
36„TO 42,
1.
LOCATE VAULT IN PLANTING AREA, NOT IN PAVING.
PREVENTER
IN
12,
2.
4” AND LARGER BENDS AND TEES TO BE CAST
-
6" PIPE
FL. x SCREW '
IRON CEMENT LINED.
18" FOR 10" ASSEMBLY 17
LENGTH AS REQUIRED
)� 3" MIN.
1/8" MIN. THICKNESS
1/2" FOR 8" ASSEMBLY 18
/
2-1/4" INSIDE MEASUREMENT
3.
TEMPORARY SUPPORT SHALL BE PROVIDED UNDER
1/2" FOR 6" ASSEMBLY
2'-6"
3' 2"
INSULATED ENCLOSUR
VALVES AT THE TIME OF INSTALLATION TO CENTER
"HOT BOX" OR EQUAL
THE PIPE IN VAULT OPENING. AFTER COMPLETE
5/8"x3/4" INVENSYS
INSTALLATION REMOVE THE TEMPORARY SUPPORT
TR -PL METER WITH 7--2-
3/8" X 4" ANCHOR
AND INSTALL ADJUSTABLE PIPE SUPPORT.
ICE REGISTER
4.
INSTALL GALVANIZED LADDER FOR ACCESS.
6" MIN. DRAIN TO DAYLIGHT OR
MANUFACTURER
STORM DRAIN SYSTEM WITH
•+
6" 90' BEND FL.
5.
AFTER FIELD INSTALLATION, MAIN DDCVA AND
CATCH BASIN OR MANHOLE
2'-11"
-
3" MIN.
BY-PASS DCVA MUST BE TESTED SATISFACTORILY
CONCRETE SLAB
_
BY A DEPT. OF HEALTH CERTIFIED BACKFLOW
FINISHED
GALVANIZED
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED
STEEL LADDER
FINISHED
GRAD �
TO CITY OF RENTON WATER UTILITY ENGINEERING
"
r 2"
DEPT. PRIOR TO ACTIVATION OF NEW LINE.
DRAIN
COMPACTED FOUNDATION
6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" GRAVEL
FLARE CAPS. ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
END VIEW
6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN — 360.2
+ �A PUBLIC WORKS
+ DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE
INSTALLATION MARCH 2010
N
WATER DETAILS
A A
PLAN VIEW
WATER
SECTION A -A
VALVE OPERATING NUT
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
T"-
38
=1 =1 62"
IIIIIIIIIIII II
II II I -'TI T
24"
VALVE MARKER POST
WHITE P
PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN — 330.1
�NzO� DEPARTMENT NUT EXTENSION
MARCH 2010
EXISTING WATER LINE
TESTING DETAIL
t8 FT
PLAN VIEW
NEW WATER LINE
VERTICAL CROSS(MJxFL) FOR PDLYPIGGING
ONE BLIND FLANGE ON TDP 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
3- 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
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
WITH SLEEVE (MJ) & D.I. SPOOLS
"WATER" CAST INTO IT
FINAL CONNECTION BY CITY FORCES
12° MIN,
18" MAX,
r
FOR FREEZE
PROTECTION
CENTER BACKFLOW
Ld
4" CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
4-1/4" DIA.
PREVENTER
IN
12,
1/8" MIN. THICKNESS
SEE DETAIL—/
2 PIECE CAST IRON VALVE
BOX, RICH—SEATTLE TYPE
OR OLYMPIC FOUNDRY
1" STEEL
BACKFLOW ASSEMBLY
(RPBA}
LENGTH AS REQUIRED
)� 3" MIN.
1/8" MIN. THICKNESS
o
/
2-1/4" INSIDE MEASUREMENT
3" MIN-
2-1/4" DEPTH
SECTION A -A
VALVE OPERATING NUT
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
T"-
38
=1 =1 62"
IIIIIIIIIIII II
II II I -'TI T
24"
VALVE MARKER POST
WHITE P
PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN — 330.1
�NzO� DEPARTMENT NUT EXTENSION
MARCH 2010
EXISTING WATER LINE
TESTING DETAIL
t8 FT
PLAN VIEW
NEW WATER LINE
VERTICAL CROSS(MJxFL) FOR PDLYPIGGING
ONE BLIND FLANGE ON TDP 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
3- 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
EXISTING WATER LINE
+ � + PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN — 300.4
DEPARTMENT CUT IN-LINE TEE & THREE VALVES
MARCH 2010
NTO
13'x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, MARKER
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY PRIVATE MARKER MARKER
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSOBC-1324-R WITH READER LID AND 2" DRILLED HOLE wwNG wwNc
FOR TOUCHREAD PIT LID (SEE DETAIL A -A) I • e
7 I IN UNIMPROVED RIGHT OF ? I
WAY INSTALL METER BOX AT
It: PROPERTY LINE WITH 12"
j • LONG COPPER TAILPIECE.
9" MIN Q 510EWALK C1 I °
0.1 OL
12" MAX-]
—FINISH GRADE
g <9x AD WATER
METER T
METER TO BE
' o 0 SUPPLIED BY THE 12"
36" MIN COVER Nn CITY ��
TYPE OPPER•TUBING N»to' TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE
MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A
22-1/2 WHICH SIDE OF STREET MAIN TRAVELED STREET, THE
HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED
NEW DUCTILE DOTS OR PAINTED LINE) ON THAT MAIN STREET
IRON
WATERMAIN
IF SERVICE LINE TO HOUSEIS 3/4" OR T"
TO BE INSTALLED IN THE FUiUFiE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
LOOP DOWN 70 CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPF05ETTFR 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 MARKER MARKER
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR I" METER: FORD VBH72-15W-44-44G, OR °
TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WCOQ44, OR MUELLER: 1-8-2470-2 0
(3/4" F81000 -3--Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-0) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT_
°
N OTE: fill!!
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL 70 OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR ON (4" FROM DOTS OR
A---- PAINTED LANE DIVIDER) PAINTED LANE DIVIDER)
DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
HYDRANT MARKERS
L _ 2-1/2" MIN, FROM NEAREST
F
AND FRONT EDGE OF PIT UD
I
TYPICAL
RIB
A MEMI
NOTE: 4'
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE RAISED PAVMENT MARKER TYPE 88 AB
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE Rte. . STIMSONITE TWO-WAY (BLUE)
+ + PUBLIC WORKS 3a' AND 1" WATER SERVICE STD, PLAN — 520.1 zY
i DEPARTMENT STD. PLAN — 310.3
NOVEMBER 2009 A► PUBLIC WORKS
+ + DEPARTMENT HYDRANT MARKER LAYOUT
Tp� MARCH 2010
SURVEYED: SCALE:
VERTICAL: NAVD 1988
NA HORIZONTAL: NAD 1983/1991
DESIGNED:
KEH
DRAWN:
RDC/KEH ZONE INC"INCH DATUM
CHECKED: AT LLS
KEH IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
JGH
120 VOLT ELECTRICAL OUTLET EOR
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK &BLOW -OFF & CONNECT
HEAT TAPE-
WITH SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
EXISTING WATER LINE
+ � + PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN — 300.4
DEPARTMENT CUT IN-LINE TEE & THREE VALVES
MARCH 2010
NTO
13'x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, MARKER
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY PRIVATE MARKER MARKER
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSOBC-1324-R WITH READER LID AND 2" DRILLED HOLE wwNG wwNc
FOR TOUCHREAD PIT LID (SEE DETAIL A -A) I • e
7 I IN UNIMPROVED RIGHT OF ? I
WAY INSTALL METER BOX AT
It: PROPERTY LINE WITH 12"
j • LONG COPPER TAILPIECE.
9" MIN Q 510EWALK C1 I °
0.1 OL
12" MAX-]
—FINISH GRADE
g <9x AD WATER
METER T
METER TO BE
' o 0 SUPPLIED BY THE 12"
36" MIN COVER Nn CITY ��
TYPE OPPER•TUBING N»to' TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE
MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A
22-1/2 WHICH SIDE OF STREET MAIN TRAVELED STREET, THE
HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED
NEW DUCTILE DOTS OR PAINTED LINE) ON THAT MAIN STREET
IRON
WATERMAIN
IF SERVICE LINE TO HOUSEIS 3/4" OR T"
TO BE INSTALLED IN THE FUiUFiE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
LOOP DOWN 70 CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPF05ETTFR 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 MARKER MARKER
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR I" METER: FORD VBH72-15W-44-44G, OR °
TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WCOQ44, OR MUELLER: 1-8-2470-2 0
(3/4" F81000 -3--Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-0) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT_
°
N OTE: fill!!
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL 70 OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR ON (4" FROM DOTS OR
A---- PAINTED LANE DIVIDER) PAINTED LANE DIVIDER)
DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
HYDRANT MARKERS
L _ 2-1/2" MIN, FROM NEAREST
F
AND FRONT EDGE OF PIT UD
I
TYPICAL
RIB
A MEMI
NOTE: 4'
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE RAISED PAVMENT MARKER TYPE 88 AB
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE Rte. . STIMSONITE TWO-WAY (BLUE)
+ + PUBLIC WORKS 3a' AND 1" WATER SERVICE STD, PLAN — 520.1 zY
i DEPARTMENT STD. PLAN — 310.3
NOVEMBER 2009 A► PUBLIC WORKS
+ + DEPARTMENT HYDRANT MARKER LAYOUT
Tp� MARCH 2010
SURVEYED: SCALE:
VERTICAL: NAVD 1988
NA HORIZONTAL: NAD 1983/1991
DESIGNED:
KEH
DRAWN:
RDC/KEH ZONE INC"INCH DATUM
CHECKED: AT LLS
KEH IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
JGH
2 SEE NOTE 4
6" MINIMUM SLEEVE
FREE DRAINING (TYP.)
GRAVEL
CONNECT TO
WATER METER
IMMEDIATELY
ADJACENT TO
RPBA
FLOW
INSTALLED W/ APP'D- /DIRECT
WNERS ELECTRICAL PANEL. FRONT VIEW
MATERIAL PER UPC BURIAL OR IN RIGID METER SIDE
(SIZE AS REQ.) CONDUIT PER ELECTRICAL
SIDE VIEW PERMIT REQUIREMENTS.
NOTES:
1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA'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 RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE RPBA 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 SPECIALSIT, FAX NO, 425-430-7241.
4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS
3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1,5" TO 2" RPBA's, 6" FOR 3" RPBA's,
5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
+ � ; PUBLIC WORKS REDUCED PRESSURE BACKFLOW STD. PLAN — 350.2
DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2010
NOT TO SCALE
C TY OF
RENTON
Planning/Building/Public Works Dept,
RECOMMENDED FOR APPROVAL
Q-014 A(S
m�- �z
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<T /HC ENG%0'
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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Project #: 12740
ress:
4815 NE 4TH AVE
RENTON, WA
WATER DETAILS
By: Date:
By: Date:
Drowing No.:
By: Dote C17of 25
By: Dote
AS BUILT S TORAG E ONE ON 4TH EXPANSION
Permit NO. U15008468
4815 NE 4TH AVE
FIELDBOOK:
PAGE:
DRAWING NO:
W-389604
120 VOLT ELECTRICAL OUTLET EOR
HEAT TAPE-
INSTALL HEAT TAPE
r
r
FOR FREEZE
PROTECTION
CENTER BACKFLOW
Ld
PREVENTER
IN
Q
p
REDUCED PRESSURE
ENCLOSURE
BACKFLOW ASSEMBLY
(RPBA}
)� 3" MIN.
o
3" MIN-
3" MIN.
INSULATED ENCLOSUR
"HOT BOX" OR EQUAL
3/8" X 4" ANCHOR
BOLTS PER
MANUFACTURER
A
3" MIN.
CONCRETE SLAB
UNION
FINISHED
N GRADE
FINISHED
GRAD �
"
r 2"
DRAIN
2 SEE NOTE 4
6" MINIMUM SLEEVE
FREE DRAINING (TYP.)
GRAVEL
CONNECT TO
WATER METER
IMMEDIATELY
ADJACENT TO
RPBA
FLOW
INSTALLED W/ APP'D- /DIRECT
WNERS ELECTRICAL PANEL. FRONT VIEW
MATERIAL PER UPC BURIAL OR IN RIGID METER SIDE
(SIZE AS REQ.) CONDUIT PER ELECTRICAL
SIDE VIEW PERMIT REQUIREMENTS.
NOTES:
1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA'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 RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE RPBA 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 SPECIALSIT, FAX NO, 425-430-7241.
4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS
3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1,5" TO 2" RPBA's, 6" FOR 3" RPBA's,
5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
+ � ; PUBLIC WORKS REDUCED PRESSURE BACKFLOW STD. PLAN — 350.2
DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2010
NOT TO SCALE
C TY OF
RENTON
Planning/Building/Public Works Dept,
RECOMMENDED FOR APPROVAL
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18215 72ND AVENUE SOUTH
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CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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Project #: 12740
ress:
4815 NE 4TH AVE
RENTON, WA
WATER DETAILS
By: Date:
By: Date:
Drowing No.:
By: Dote C17of 25
By: Dote
AS BUILT S TORAG E ONE ON 4TH EXPANSION
Permit NO. U15008468
4815 NE 4TH AVE
FIELDBOOK:
PAGE:
DRAWING NO:
W-389604