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ITEM
AMT
1
CEDAR
RIVER
CORPORATE
PARK
2 EA.
THREAD FOR COPPER PIPE SERVICE: FORD C84 -33 OR
CL
EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85 -33
OR EQUIVALENT
3
PRESSURE REDUCING VALVE W /STRAINER — 3/4"
1 EA.
WI
H UNION COUPLINGS AT INLET AND OUTLET,
OTEMPORARY
WI
INS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS
AN
) STRAINER)
4
3/4" CLOSE UNION — BRASS (M X F)
2" GALVANIZED PIPE
5
3/4" BRASS VALVE
VARIABLE
6
AND 2" GATE VALVE
i EA.
CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO
FINISHED GRADE ELEVATION
FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE
DIMENSIONS,
x Ax
7
>
VARIABLE
REQUIRED
INSTALL 2" PLUG ON TOP BLIND FLANGE
3/4" X 1/4" X 3/4" STD. BRASS TEE
1 EA.
9
3 FT .MIN. COVER (10 -INCH DIAMETER AND UNDER)
4 FT
AFTER REMOVAL OF POLYPIG
10
3/4" BRASS NIPPLE
VARIABLE
MIN. COVER (12 —INCH DIAMETER AND OVER)
4 d
W
NEW WATER MAIN
POLYPIG
s
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW —OFF ASSEMBLY
(REMOVE BLOW —OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY— PIG')
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
INSIDE HOUSE
PREFERRED CONFIGURATION
5
310 8 10 4 2
FLOW
r Um jl `+ HINU I ' StK VIGt (,5/4 " SHOWN)
#
ITEM
AMT
1
CEDAR
RIVER
CORPORATE
PARK
INSIDE HOUSE
PREFERRED CONFIGURATION
5
310 8 10 4 2
FLOW
r Um jl `+ HINU I ' StK VIGt (,5/4 " SHOWN)
#
ITEM
AMT
1
90° GALVANIZED STEEL ELBOW
4 EA.
2
3/4" PACKING JOINT COUPLING W /MALE IRON PIPE
2 EA.
THREAD FOR COPPER PIPE SERVICE: FORD C84 -33 OR
EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85 -33
OR EQUIVALENT
3
PRESSURE REDUCING VALVE W /STRAINER — 3/4"
1 EA.
WI
H UNION COUPLINGS AT INLET AND OUTLET,
WI
INS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS
AN
) STRAINER)
4
3/4" CLOSE UNION — BRASS (M X F)
i EA.
5
3/4" BRASS VALVE
VARIABLE
6
12" STANDARD METER BOX W /SOLID COVER
i EA.
CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO
FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE
DIMENSIONS,
EQUAL TO BROOKS METER BOX
7
3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS
VARIABLE
REQUIRED
8
3/4" X 1/4" X 3/4" STD. BRASS TEE
1 EA.
9
1/4" PETCOCK (M X F)
1 EA.
10
3/4" BRASS NIPPLE
VARIABLE
FUNCTION
THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE
HIGH —WATER PRESSURES IN THE SERVICE CONNECTION TO AN
ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A
PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE
CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH
IN ACCORDANCE TO THE UNIFORM PLUMBING CODE.
INSTALLATION
THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON
THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE
METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION,
OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE
ASSUMED BY THE CUSTOMER. THREE POSSIBLE
CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE
SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING
PERMIT IS REQUIRED PRIOR TO INSTALLATION
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED, FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
.WATER MAIN POLYPIGGING STATION
d
INDIVIDUAL SERVICE PRESSURE REDUCING
VERTICAL CROSS FOR POLYPIGGING VALVE (FOR 3/4" & I" SERVICE)
1'T Y O
V A CITY OF RENTON �tY O ADOPTED
♦ ♦ ®, A CITY OF RENTON ° 9
— STANDARD PLANS ¢ ~
LST DATE: 04/04 STANDARD PLANS r
1
L�'IVTO LST DATE: 04/04
F n G7
DWG. NAME: 8114 SP PAGE R1 14 Anne n DWG. NAMF R096 SP PAGF: RO96 `a Q
INTER MA PIGGING IO �IN��� G VA
NNT TN SCALE - NOT TD SCALE
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RECORD 01/23/08 �sslONAL '�l
3 2 of
RECOMMENDED CHECKED FOR COMPLIANCE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, EXPIRES 7//4/0% � TWO BUSINESS S I IV E $ $ _ RECORD- pRpWING
R APPROVAL TO CITY STANDARDS
IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL
- REUSE OF DOCUMENIS
a
Civil Engineers THESE DRAWINGS ARE N T BE BY E F O R E YOU DIG INS DMAENT NAS-
IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY eml acl�o aEC1Ra+ICAU:y nI
DATE AODDRDANCE rwnl wAC 1ss411",= No CHMP n IM M.
VERTICAL DATUM HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS 'a-800-424-5555 SNAIITIIORTffDALTERAlIONaFANY
I N 881 r . shucturai Engineers A RESULT. THOSE RELYING USE FOR CONSTRUCTION TI aF TIE IOMMENT. aI1
;
C O NESS BY ooaALU 1NU IT!AU o n!E noalu� 7 - --
3 ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT �T�r,i,
NT VERIf1CATI0N DATE N MM RD o TID �
CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH SIGNED
►A�aw+ NkRF1N, As Ax
G Y THE REVIEWING AGENCY BSIRONEN of u S Is H Tr - -_
Landscape Architects OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. BY ANSI AND Is NOT To � USM N wNatE aR.N BART, FM ANY �
TE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET � ' ,' � ry.
ON CONCRETE DATE O1HFR vaalECT w1nlalr w111T>E11 AonloRaAlroN of AWL
�
EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN " ` CommuniryPlanners
OF AN EAST -WEST PIPELINE RIGHT —OF —WAY. ELEVATION = 18.84, SEE SHEET C0.0.
BRH �Atr vQeEL w►vo i
"°'"� ""°'°°' CEDAR RIVER CORPORATE PAR 06/05/07
CITY OF K
CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' ® x, Land surveyors o�aT�CTH AS SHOWN s� �_
owurre H ® Neighbors
!L QR�ZON L DATUM; RECORD DRAWING CTH 123 oa eQE
RENTON P Fl
ONE
PER
DATUM orn►to No
RECORD OF SURVEY RECORDING NO. 9503179003 BASED ON
TACOMA- SEATTLE a T r L E 0 WATER METER LOCA110NS &SERVICE ENTRIES CTH 16/26/07 ,
FOUND MONUMENTS IN SW AT FULL Planning/Building/Public Works Dept. WATER
F w a INCH & SEWER
2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL C 6.3
23RD STREET. BEARING NORTH 89'51'58" WEST, SEE SHEET CO.O. NO. REVISION BY DATE APPR ArPwAD: SCALE "CCOFAM 0LY
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL NOTES & DETAILS S"M 22
24
33_?530� 5 33'9 11