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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. CONNECTION TO 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
Vx5x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK
EXPANSION JOINT AT
2" BACK OF SIDEWALK
/-CONCRETE SIDEWALK
OR PLANTING STRIP
36" MIN
COVER (L
o O v
CONCRETE
THRUST BLOCK 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 LEVEL ALL GROUND
MIN 3' RADIUS IN 3' RADIUS
16" x 8" x 4" MININUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
WHE
ff-Ilm-
6" CONCRETE PAD
TWO-PIECE CAST IRON VALVE BOX WITH LUG
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
ONE MAN ROCK-
1
6
6" CONCRETE PAD
CUT FI LL
HYDRANT LOCATION IN CUT OR FILL
Otis Y ° STD. PLAN - 310.1
+ PUBLIC WORKS FIRE HYDRANT ASSEMBLY
DEPARTMENT
MARCH 2O10
12" M:
18" M�
SEE
A A
PLAN VIEW
WATER
SECTION A -A
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
"WATER" CAST INTO IT
CONCRETE COLLAR. FOR
LVES IN PAVED AREAS
4-1/4" DIA.
1/8" MIN. THICKNESS
'IECE CAST IRON VALVE
X, RICH-SEATTLE TYPE
OLYMPIC FOUNDRY
1" STEEL
LENGTH AS REQUIRED
1/8" MIN. THICKNESS
`
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
VALVE OPERATING NUT
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN 1HREE (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
VALVE MARKER POST
ti� Y O
+ s®� PUBLIC WORKS VALVE BOX, MARKER & OPERATING
�NTo� DEPARTMENT NUT EXTENSION
WHITE PO
CONSTRUCTION NOTES AND DETAILS
ff MARKER MARKER
11
I °
I
{ o
I °
TWO LANE ROAD OFFSET
MARKER TO INDICATE
WHICH SIDE OF STREET
HYDRANT IS ON (4" FROM
DOTS OR PAINTED LINE)
MARKER
T
FOUR LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER.)
HYDRANT MARKERS
4„
RAISED PAVMENT MARKER TYPE 88 AB
STIMSONITE TWO-WAY (BLUE)
RECORD DRAWING
r MARKER
i�
ON SIDE STREETS WHERE THE
HYDRANT IS WITHIN 20' OF A
MAIN TRAVELED STREET, THE
MARKER IS TO BE INSTALLED
ON THAT MAIN STREET
MARKER
°
°
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
STD. PLAN - 310.3
• PUBLIC WORKS
DEPARTMENT HYDRANT MARKER LAYOUT
MARCH 2O10
REGISTER SHALL BE TOUCH READ PIT LID 4" POST INDICATOR VALVE
(TR-PL) AND BE INTELLIGENT COMMUNICATION (MJxMJ) PAINTED BLUE
ENCODER TYPE (ICE). METER MUST READ IN 2-3/4" SHACKLE RODS PER CITY
CU. FT. OF RENTON SPECIFICATIONS
4" 90' BEND (MJ) -\ r 4" 90' BEND (MJ)
INSTALL IN TEST
PORT A 2"x2"
TEE (MJxFL) 12"13 LF 4 D.I. BRASS NIPPLE WITH
w GATE VALVE (FLxMJ) o 7 0 "I �r A 2' RESILIENT
SEATEDDBRASS GATE
z LADDER WITH , VALVE AND 2" PLUG.
4" FLxMJ ADAPTOR SUPPORT BARS }2,-A"
* PER OSHA 4" FLxMJ ADAPTOR
4" or 6" D.I.
TO BUILDING -►
FLOW-
EPDXY IN
'2' -4"
GROUT
4" TEE (MJxFL) ;1
WELDED STEEL COLLAR
I CITY PRIVATE
TOUCH READ PIT LID SENSOR MOUNTED ON
STEEL PLATE COVER THROUGH DIA. PIPING PIPING
K
DRILLED HOLE IN COVER. LOCATE HOLE 2Y2" DEADMAN BLOC
4" TEE REQUIRED WITH
FROM EDGE OF PIT LID AND RIB.
'. (FL) SHACKLING TO TEE
PRECAST CONCRETE VAULT WITH 2 3"x3" HINGED STEEL
PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7-O".
(EQUAL TO PIPE INC., OR UTILITY VAULT WITH SENSUS MODEL 520R RADIO
57-7L-B, 2 VxV DIAMOND PLATE DOORS)
_ READ PIT SET SENSOR
MOUNTED ON STEEL PLATE TWO PIECE CAST IRON VALVE BOX,
6",4" OR 3" GATE VALVE (FLxFL) COVER THROUGH 2" DIA. EQUAL TO OLYMPIC FOUNDRY CO.
NON -RISING STEM WITH HAND WHEEL DRILLED HOLE IN COVER STANDARD 8" TOP SECTION, WITH
EQUAL TO MUELLER CO.A-2380-6. REGULAR BASE SECTION LENGTH TO FI'
6" OR 4" (FLxPE) CEMENT LINED
DUCTILE IRON PIPE CLASS 52 3'-6"
LONG Wt TH COLLAR, 20" FROM P.E.
EQUAL TO THOSE SUPPLIED BY PACIFIC Y 4•• VALVE NUT EXTENSION IF REQUIRED
WATER WORKS CO. INC. (DWG BR46/PAGE 8090)
6", 4" OR 3" GATE VALVE
z x (FLxMJ) EQUAL TO
o r I MUELLER CO. A-2380-20.
IL
FLOW TO BUILDING
-- � I6"
12" AROUND _ 1 Imo- 14"
o - - CITY PRIVATE
12 I
M PIPIIJG PIPING
6 OR 4" PExPE CEMENT
UNED DUCTILE IRON PIPE
CLASS 52. LENGTH TO FIT.
6",4" OR 3" COMPOUND WATER METER (FL)
EQUAL TO SENSUS SRII COMPOUND METER WITH
TOVC E HR AD PITLID I.C.E. REGISTER & SENSOR
WITH 4 WHEEL HIGH RESOLUTION (100 CUBIC ADJUSTABLE STEEL 6" OR 4` FLEXIBLE FLANGED
FEET) REGISTER. FOR 3" METER, REDUCE AT PIPE SUPPORT COUPLING ADAPTOR, ROMAC
METER WITH 4"X3" FLxFL CONCENTRIC STANCHION BOLTED OR APPROVED EQUAL.
REDUCER. TO FLOOR
GENERAL NOTES:
ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE
NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF
YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED
DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR
ITS INSTALLATION.
THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS,
(WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND
THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE
VARIOUS STANDARD DETAILS).
NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT
BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT
THE DESIGNED THRUST.
GOB' PUBLIC WORKS 3", 4" & 6" COMPOUND DOMESTIC STD. PLAN - 320.4
' �•` DEPARTMENT WATER METER ASSEMBLY
MARCH 2O10
AS -BUILT
CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY BARGHAUSEN CONSULTING ENGINEERS, AND MAY
STD. PLAN - 330.1 INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
_ AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD
- - CONDITIONS AS DETERMINED BY ME (ALI SADR) OR UNDER MY
MARCH zoio DIRECT SUPERVISION ON THIS DATE: 07-26-2019."
SIGNATURE: l �Ct C
w
120 VOLT ELECTRICAL OUTLET FOR
}
HEAT TAPE.
INSTALL HEAT TAPE
<
FOR FREEZE
PROTECTION
CENTER BACKFLOW
I
PREVENTER
IN
o
p
REDUCED PRESSURE
ENCLOSURE
a
BACKFLOW ASSEMBLY
(RPBA)
I -
3" MIN.
o
I
I
3" MIN.
3" MIN_
INSULATED ENCLOSURE
"HOT
BOX" OR EQUAL
I
3/8" X 4" ANCHOR
BOLTS PER
MANUFACTURER
C°
3" MIN.
CONCRETE SLAB
z
UNION
GRADE
FINISHED
GRADE �
`-1
r 2"
tz:FINISHED
011VIP
I
DRAIN
? SEE NOTE 4
6" MINIMUM SLEEVE
FREE DRAINING (TYP.)
GRAVEL z
CONNECT TO N
WATER METER
IMMEDIATELY
ADJACENT TO
RPBA
FLOW
INSTALLED W/ APP'D. 7\TO OWNERS ELECTRICAL PANEL. FRONT VIEW
MATERIAL PER UPC DIRECT 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.
�Y O ®+ PUBLIC WORKS REDUCED PRESSURE BACKFLOW STD. PLAN - 350.2_
DEPARTMENT ASSEMBLY IN HOT BOX
MARCH 2O10
LJ
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L�
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FI C,�
ry O
I�
1 6" MIN.
- 3"
(MIN.)
DIRECTION OF FLOW
�6"MIN.(TYP.) BUNION (TYP.)
TO CITY _
ST
ACKED METER
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.
rJti�Y ° 3/4' TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
* + PUBLIC WORKS ASSEMBLY FOR IRRIGATION
�- DEPARTMENT
�N2 MARCH 2O10
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
P\..1 SADR
�E W A Sy1
41
24661
Fo / S T E`��
S/O/VA L ECG
07/26/21
1
RENTON HOTEL PERMIT #U15008433
ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CONTACT: DAN BALMELLI
TESTING DETAIL
i➢ CT
-fl �. � � . ' ' e O NEW D.I. WATER LINE
TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING
TAPPING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM
AND 2-INCH BLOW -OFF ASSEMBLY1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
FINAL CONNECTION DETAIL
D_IDO, NEW D.I. WATER LINE
(AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES:
1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR
EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
(EAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN,
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I, SPOOL.
GtiT O•n STD. PLAN - 300.1
a®� PUBLIC WORKS CONNECTION TO WATER MAIN WITH
DEPARTMENT TAPPING TEE & VALVE
MARCH 2O10
CITY PRIVATE
PIPING PIPING
1=1/2" AND 2" WATER SERVICE DETAIL w
- z
y IN UNIMPROVED >
RIGHT-OF-WAY INSTALL METER
CAUTION : VALVE BOX SHOULD NOT REST ON 1O 11 72 a BOX AT PROPERTY LINE WITH a
PIPE. LATER COMPACTION IN AREA OF VALVE BOX o12" LONG COPPER TAILPIECE o
COULD CAUSE THE BREAKAGE OF THE SERVICE,
9" MIN.
_ LEAVE
12" MAX.
Kx. �X
T23
LEAVE EXPOSED 7 NM NOU12..BY PASS NOT ALLOWED
FOR IRRIGATION METERS
7 7 3
5 s CRUSHED ROCK
BASE TO SUPPORT
A-
A VAULT.
/--� DRILL 2" DIA. HOLE FOR
TOUCHREAD DEVICE QUICK -JOINT _
COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN
2-1/2" MIN. FROM NEAREST NOTE:
AND FRONT EDGE OF PIT LID 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,
TYPICAL RIB
MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP
BETWEEN CURB & SIDEWALK BETWEEN CURB & SIDEWALK
1. 2" tapped tee, on new water main. 1. 2" topped tee on new water main.
2. 4" long X 2" brass nipple with threaded ends (MIPT). 2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat gate valve with threaded ends, square operating nut, 3. 2" resilient seat gate valve with threaded ends, square operating nut, and
and valve nut extension if required (see standard detail 330.1), valve nut extension if required (see standard detail 330.1).
4. Two piece cost iron valve box. Standard 8" top section with regular 4. Two piece cast iron valve box. Standard 8" top section with regular base
base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x section, length to fit, "lug" type cover.
FIPT). 5. 2" X 1-1/2' hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or
5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90' brass or
2"-90' brass or bronze elbows (FIPT x FIPT). bronze elbows (FIPT x FIPT).
6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal.
7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length
fit. to fit.
8. 2" threaded brass 90' ell. 8. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal.
9. 2" Custonsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16" 9. 1-1/2" Customsetter with by-pass Ford: VBH 86-126-11-66 (x
M 71 FF77 r Mueller -14 7- with flanged 13-3 16" McDonald Brass: 30B612WDFF665 or Mueller B-1427-1 1 2" ), cDonad Bross: 308 SWD S oB 2 2 , g / ), / ,
with flanged angle II valve and padlock wins on inlet and angle check
angle ball valve and padlock wings on inlet, and angle check valve a ged a ge ball a p q g
outlet, boll valve on bypass with padlock wings. Customsetter shall valve outlet, boll valve on bypass with padlock wings. Customsetter shall
have vertical inlet and outlet. have vertical inlet and outlet.
10. Rigid meter spreader to be supplied and installed in meter setter by 10. Rigid meter spreader to be supplied and installed in meter setter by
contractor. contractor.
r II i II i Renton n 11. Water meter shall be supplied and installed b City of Renton upon
11. Water meter shall be supplied and installed by City ofUpon pp y y p
payment of all related water meter fee and satisfactory pressure and payment of all related water meter fee and satisfactory pressure and
purity tests. purity tests.
7" I - F 12. 17"x30" Plastic meter box equal to Mid -States Plastics Inc. BCF Series
12. 1 x30" Plastic meter box equal to Mid States Plastics, Inc BC Series q ,
MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x3l" MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"01"
equal to Mid -Stoles Plastics, Inc. MSCBC-1730-R with 2" drilled hole equal to Mid -Stales Plastics, Inc. MSCBC-1730-R with 2" drilled hole for
for touchread pit lid, and meter read lid. louchread pit lid.
13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 13. 1-1/2" coupling (compression x FIPT) with 1-112" plug (MIPT), Ford
or equal. The property owner is responsible for any necessary adaptation or C-14-66 or equal. The property owner is responsible for any necessary
extension of water service. adaptation or extension of water service.
NOTE:
ALL METER BOXES INSTALLED IN CONCRETE OR PAVED
DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC
FOUNDARY.
EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH
SIDES OF METER BOX.
STD. PLAN - 320.2
PUBLIC WORKS 1 i2' AND 2" WATER SERVICE LOCATED
-R DEPARTMENT IN PLANTING STRIP
�N p� MARCH 2O10
�,�Hats
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CITY OF RENTON
COMMUNITY AND ECONOMIC DEVELOPMENT
CONSTRUCTION NOTES AND DETAILS
DESIGNED AS
DATE 09/14/2015 FILE NO.
DRAWN MB
CHECKED AS SCALE N/A FIELD BOOK PAGE
APPROVED C14 LO
DIRECTOR OF PUBLIC WORKS SHEET OF
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