HomeMy WebLinkAboutR-398820w
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HORIZONTAL BEND VALVE ANCHOR
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ti
TEE
VERTICAL BEND
5HIM PLATE
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PLUGGED END FOR
FUTURE EXPANSION
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1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
OFFSET
-1" BARS
ALTERNATE
VERTICAL BEND
NOTES-
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PLUGGED TEE
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PLUGGED CROSS
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PLUGGED CROSS
1. ALL CONCRETE FOR BLOCKING SHALL BE A
F1 VE (5) SACK M I XC
2. ALL BLOCKING SHALL BE PDURE0 AGAINST
FIRM, UNDISTURBED EARTH.
CONCRETE BLOCKING
DETAIL
VS10N DATE SCALE LH5TRIGT APMOVAL
MAY 17. 2011 I•, I 10
� NAME
M: \SODS CREEK W&5\DESIGN STANDARDS\WTR DTLS\W- 1
THRUST BLOCK
T (206) 522-9510
F (206)522-8344
WWW. PAcLAND.COM
N TS
JUNE 02, 2011
13VYG. i+ll0, W-'1
2" CUBE
KNESS
)UIRED)
2 1/4" CUBE (INSIDE MEASUREMrNTS)
1 /8" MINIMUM THICKNESS
NOTES:
LENGTH A5 REQUIRED TO PUT OPERATING NUT TWO (2) FEET FROM SURFACE_
EXTENSIONS ARE RLOUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4)
FFFT BELOW FINISHED GRADL. EXTENSIONS ARE TO BE A MINIMUM OF TWO {2)
FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE.
ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS :NOTED, AND PAINTED
WITH TWO (2) COATS OF METAL PAINT.
VALUE OPERATING
NUT EXTENSION
p0mSION DATE SCALE ❑ISTRiCT APPROVAL DAZE A!'PROYED
MAY 17, 2011 NT5 K.V- JUNE 02, 2011
FILE 4 W—a NAOWG. NO.
M_\5pp5 CREEK w&S\CESFGN STAN(}ARDS\YVTR pTLS\IN-1�d YY 1
VALVE OPERATING NUT EXTENSION
N TS
CORPORATION STOP
VUELLER B-2CIU13 (IPT)
OR FORD F650D
WATER SERVICE
t OMAC 501—$ POLYETHYLENE PLASTIC
STAINLESS 57EEL PIPE WITH FORD 110. 72
STRAP SADDLE STIFFENER INSERTED IN
(IPT) OR EQUAL I ....� r'>✓-•�r� END OF PIPE
CLASS 52
DUCTILE IRON
I WATER MAIN
PLAN
CORPORATION 5TDP
D
COMPRESSION PACT( JQIf+IT,
FORD C16-44 (IPT) PACT:
JOINT COUPLING CLASS 200
OR MUELLER H-15454
DCOMPRESSION
PACK ,10INT
"Wp,TEE,� 5FR'410E
R INSERT
�I,�kryLC�� 3at�L
WATER MAIN STRAP SADDLE
(IPT) OR E[DUAL
ELEVATION
NOTES!
1, SERVICE LINE FITTINGS.- ALL FIT71NGS SHALL BE CAST FROM WATER WORKS BRASS
CONFORMING 70 C800.
2- MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID, ASTM D-2239, SID R 7, PE 3408
(HI—MOL PLASTIC) WITH 16 GAUGE TRACED WIRE.
WATER SERVICE CONNECTION
ONE INCH
REV151pN DATE SCALE DkSfRiCT APPR4VAJ, DATE A15PROV0
MAY 17, 2011 NTS iS-V. JUNE 02, 2011
FILE NAME
M! \500S CREEK W&S\DESIGN STANIbAI�DS\WIR DTLS`rW-15 DWG.NO.
1" WATER SERVICE CONNECTION
N TS
1" WIN. - 2" .MAN. FROM INSIDE
FRONT WALL CrF M=R BOX
(TYPICAL '011 ALL SERVICES)
COMPRESS40N PACK JOFNT
ADAPTER, MUST BE CAPABLE 4F
RECEIVING 3/4" OR 7" ANGLE
STOP WITH NO ADOITIONAL
FITTINGS
1' HE-Q01< PLASTIC PIPE, CL 200
i— 6" TO TOP OF
ANGLE STDP
3/4" & T" SERVICES
1 ( TYPICAL)
FOR STANDANO 5/$"x3/4" METER,
USE 3/4" ANGLE STOP W/LGCK
WING, FORD NC. KV63--342'N OR
MUELLER H-14259 SERE&
FOR 1" METER. USE T" ANGLE STOP
wAOCK WING, FORD NO.
KY53-442W OR MUELLER H-14259
SERIES.
SINGLE SERVICE
NO1LS; .
1. DO NOT I�ACKF9LL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPEETE10 BY THE
DISTRICT.
2 WATER METER BOXES SHALL BE A MINIMUM OF 5 FEET FROM POWER VAULTS,
HANDHOLE5, STREET LIGHTS AND ELECTRICAL SERVICES AND SHALL BE A MI# ;VUM OF
3 FEET. FROM OTHER WATER METERS, SERVICES. FIRE HYDRANTS AND SLOrWOFr
A SSEMB U E 5.
3. METER 80X SHALL 8E SUPPLIED BY DEVELOPER OR CONTRACTOR AND SHALL BE PER
STANDARD DETAILS W-17 AND W-16.
TYPICAL SERVICE
DETAIL
REV6101f DATE SCALE AP ROVA:
4-23-14 NT5 K. V
FU NtAVE
R-- \GAD` L)ETAL%\AUTDCAD\SOGSCRX\WATEf4\W-18
TYPICAL SERVICE
N TS
SLPTEV0ER 23, 20,4
DWG. NO W-16
R-398820
W-398801
FOR INFORMATION ONLY
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