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CONCRETE
THRUST BLOCK
COUPLING, ROMAC 501
12" LONG CENTER RING
OR AS APPROVED BY DIST. ENG�
NO "WEDDING RINGS" (TYP.)
Jiy
EXISTING MAIN)/
MIN
TEE
EXISTING MAIN-\
TAPPING SLEEVE
OR AS APPROVED
BY DISTRICT ENGINE
COUPLING, ROMAC 501
12" LONG CENTER RING
OR AS APPROVED BY DIST. ENG.
NO "WEDDING RINGS" (TYP.)
Ir
J�
{� -
MIN
VALVE AND
VALVE BOX*
CUT -IN
PRESSURIZED
NOTES:
*1. VALVES TO BE CONFIGURED AS SHOWN ON APPROVED
PLANS.
CONCRETE
THRUST BLOCK
AND
BOX*
REV FEE 2020
CUT -IN TO EXISTING LINES CEDARRI ER
Water Construction Standard Plan No. 08
-WATER & SEWFR'Di TRII
An ErS�g Serxas Company
CUT -IN TEE DETAILS
W
6814 Greenwood Ave N T (206) 522-9510
W Seattle, WA 98103 WWW.PAcLAND.COM
W
NTS CEDAR RIVER WATER & SEWER DISTRICT
W112712 2
,d 34375 4
o,� ��GI STER�� �y�;;
�`ssIONAL
A 'ter^�` A
11/16" MIN,
/ 1
r � �
Q i 5/8
ASPHALT '
w P 4" MI
PLAN ASPHALT �
I LID, VALVE BOX PAVEMENT CLASS 0
La
FINISHED GRADE a
21L MIN. F
3" MIN.
8-1 /2.,
3'
TOP SECTION 1" MIN
PAVEMENT INSTALLATION
SECTION A -A
TOP SECTION INSTALLATION OUTSIDE PAVEMENT
3 FT, DIA. CONC. PAD WHEN VALVE IS
OUTSIDE PAVEMENT. PAD TO BE TROWEL
FINISHED AND SLOPED UP TO 1/4"-3/8"
r
1 /8" MAX. GAP
1
/32" MIN.
3/16"
STEEL PLA'
Cd�til��
B-B
2„ 2Nj� ►�
AA.
2'
/4" MIN.
B f B
1/2" MIN. N 3/16'
N TS 2"x2"x3/16"
CD
w 3/16'
I 2'
ABOVE VALVE CASE. FINISHED GRADE
FJ
NOTES:
1. ALL WATERMAIN IN EASEMENTS
SHALL BE INSTALLED WITH A NUMBER
10 GAUGE SOLID BLUE SHEATHED
TRACER WIRE. THE TRACER WIRE SHALL
BE SECURED TO THE CROWN OF THE
WATER MAIN BEFORE THE INSTALLATION
OF THE TOP COURSE OF BEDDING.
TO FIT
INTO TOP
SECTION
1 /4" MIN. �- f
a
w
c�
w
a-
Q
c9
TO
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Ld
AROUND
J
BASE
SECTION
EXTENSION
PIECE Q2
(WHEN REQUIRED)
I 2"
� 12'
z TS 2-1 /2"x2-1 /2"x3/16"
S 12'
CUT MATCH
PACKING
G
2-1/8" I I
OPERATING NUT EXTENSION DETAIL
Notes:
PLASTIC FOAM GASKET DETAIL
ETHA FOAM PAD RING
Frame and cover shall be tested for accuracy of fit and shall be marked in sets
for delivery.
Castings and extensions shall be hot -dipped in asphaltic varnish, Royston
Roskote #612xm or approved equal.
Valve box top and lid shall be Olympic Foundry #045. Valve box base
shall be Olympic Foundry #940-42.
All castings shall be ductile or grey cast iron.
10 An operating nut extension shall be installed when the ground surface is
more than 36" above the valve operating nut.
2. TRACER WIRE SHALL RUN FROM ` -WATER MAIN 0 Extension pieces (when used) shall conform to the minimum thickness
WATER VALVE BOX TO WATER VALVE requirements and shall fit into the top section and over the bottom section.
Box AS SHOWN IN STD. DRAWING NO. CAST IRON VALVE BOX ASSEMBLY
22.
6;MCi
An Engr�eer"g Servces Caroeny
TOP SECTION
(SEE SECTION A -A)
BASE SECTION
(SEE SECTION A --A)
GATE VALVE
LID, VALVE BOX
(SHOULDER, ETC.
3„ MIN.
3" MIN. 7-
OPERATING NUT EXTENSION Q
EXTENSION PIECE i WHEN REQUIRED. Q
INSTALL BETWEEN TOP AND BASE
SECTION.)
ETHA FOAM RING
TYPICAL SETTING DETAIL
REV JUL 2014
VALVE BOX ASSEMBLY VALVE BOX EXTENSION
CEDARRIVER' ��/� CIEDARRIV'EF
Water Construction Standard Plan No. 10 WATER & SEWER DISTRI, r�>�/E Water Construction Standard Plan No. 11T., E.�A o15T'A-{'
An Engineering Services Company _
VALVE BOX AND EXTENSION DETAILS
1
2
lk"1 0
DE REVISIONS #1
DE REVISIONS #:
REVISION
NTS
PACLAND
1/8/2025
SURVEYED:
ZLN
PACLAND
1/27/2025
DESIGNED:
WL
DRAWN:
WL
CHECKED:
AC
BY BY
DATE
AP P R
APPROVED:
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CEDAR RIVER WATER & SEWER DISTRICT
VERTICAL• NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
SW1/4OFS237T23N, R 5 E
THIS AREA TO BE
SHOULDER OF ROAD - CLEAR OF ALL NATURAL
OR MAN-MADE
OBSTRUCTIONS.
EDGE OF CULVERT PER 4' DIA. CONC. PAD
PAVEMENT KING CO. REQMTS. MIN. 3° THICK
I -
CONCRETE
3' DIA. CONIC. PAD 10
GUARD POSTS
SEE STD. PLAN 10 (2)
5-1/4" M.V.O. HYDRANT
(MAY BE CALLED 5")
BREAK -AWAY DESIGN
PENTAGONAL OPERATING NUT
COMPRESSION TYPE VALVE
PLAN PUMPER NOZZLE PER FIRE DIST. REQ.
COUNTY ROAD
GUARD POSTS 5' MIN, RIGHT-OF-WAY LINE
4' DIA CONCRETE PAD
EDGE OF CULVERT PER. KING 2 MIN. 3� THICK
TRAVELED WAY COUNTY REQMTS. TROWEL FINISH
(TYPICAL)
3 3' DIA. CONC- PAD
SHOULDER SEE STD. PLAN 10. 3" MIN.
OF ROAD 18
42" MIN. 8" OR �-
48" MIN. OVER �' DRAIN TUBING
o
WATER MAIN*12' MIN.
pxDx6" TEE 8 MIL. VISQUEEN
CONC THRUST BLOCK —10 CU. FT. 1-1/2" WASHED
PER STD. PLAN NO. 7 ROCK POCKET
50'-6" MIN. PIPE
6" GATE VAL50'-8" MIN. PIPE `�4%12%12" CONIC. BLOCK ON
6" HOLDING SPOOL OR UNDISTURBED EARTH OR
6" PIPE WITH MEGALUG COMPACTED (95%) BACKFILL
RETAINER GLANDS
ELEVATION
NOTES:
1. USE RESTRAINED JOINTS (MEGALUG RETAINER GLANDS) AT ALL LATERAL PIPE TO FITTINGS. PIPE -TO -PIPE
JOINTS SHALL BE "THRUST -LOCK" BOLTLESS RESTRAINTS BY PACIFIC STATES CO. OR FIELD-LOK GASKETS
IF HYDRANT LATERAL RUN EXCEEDS (1) STANDARD PIPE LENGTH.
2. AN OPERATING NUT EXTENSION SHALL BE INSTALLED WHEN THE GROUND SURFACE IS MORE THAN 36"
ABOVE THE VALVE OPERATING NUT.
3. HYDRANT SHALL BE PRIME -COATED WITH STEELCOTE SR-53, HEAVY DUTY BRUSH TYPE OR APPROVED
EQUAL. TOP COATS SHALL BE STEELCOTE ACID AND OIL RESISTANT ENAMEL NO. 44-68, COLOR: WHITE,
BRUSH TYPE OR APPROVED EQUAL.
4. STENCIL ON FACE OF HYDRANT BARREL WITH 2" CONTRASTING LETTERS, THE DISTANCE FROM THE HYDRANT
TO THE GATE VALVE IN FEET AND INCHES.
5. FINISH ALL EXPOSED METAL PER SPECIFICATIONS.
6. GUARD POSTS TO BE USED ONLY AS DIRECTED BY DISTRICT INSPECTOR.
7. HYDRANT BURY DEPTHS ARE TO CORRESPOND WITH WATERMAIN DEPTH AT ALL HYDRANT INSTALLATION
LOCATIONS. DUE TO THE VARYING DEPTH OF WATERMAIN, HYDRANT BURY DEPTHS MAY NEED TO BE
ADJUSTED (THERE IS NO STANDARD BURY FOR FIRE HYDRANTS). SUCH HYDRANT BURY ADJUSTMENTS SHALL
BE INCIDENTAL TO THE UNIT PRICE BID(S), AND NO REQUESTS FOR ADDITIONAL COMPENSATION WILL BE
CONSIDERED.
DEC 2012
FIRE HYDRANT ASSEMBLY
PACE water Construction Standard Plan No. 01 +� CEDARRII�ER
WATER & SEWER'DISTRtCT
An Engineering Semc"a Company
A4 CEDAR iIVEF
WATER & SEWERDISTRICT
FIRE HYDRANT DETAILS
NTS CEDAR RIVER WATER & SEWER DISTRICT
APPROVED FOR CONSTRUCTION
CEDAR RniER WATER & SEWER DISTRACT
BY PACE . . MIC.
Z // $_
SIGNATURE H.)r&9e JPAW ,46� DAZE _
SUBJECT TO: U
WASHINGTON STATE DEPARTMENT OF HEALTH APPROVAL In-,
aNG COUNTY FlRE MARSHAL'S APPROVAL
CITY OF RENTON CIVIL CONSTRUCTION PERYgT (C24004215) _
APPROVAL U
NEW LIFE CHURCH
15711 152N D AVE SE
WATER DETAILS
L L]
DATE:
1 /27/2025
FIELDBOOK:
PAGE:
_J
DRAWING NO:
C-7.0
W
SHEET: OF:
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