HomeMy WebLinkAboutWWP2703383.5CEDAR RIVER CORPORATE PARK
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TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
FINISHED GRADE ELEVATION
I INSTALL 2" PLUG ON TOP BLIND FLANGE
3 FT MIN. COVER (10—INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYPIG
4 FT MIN. COVER (12—INCH DIAMETER AND OVER)
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NEW WATER MAIN POLYPIG .,^
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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
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
CETY OF RENTON
STANDARD PLANS
LST DATE: 04/04
DWG. NAMF: R114 SP PAGF R114
WATER MAIN POLYPIGGING STATION
NOT TO SCALE
VERTICAL DATUM INAVD 881
CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH
ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET
EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN
OF AN EAST -WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84; SEE SHEET CO.O.
- CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56'
HORIZONTAL DATUM
PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW
23RD STREET. BEARING NORTH 89'51'58' WEST, SEE SHEET CO.O.
SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
INSIDE HOUSE
PREFERRED CONFIGURATION
\ 5
FLOW
ADJACENT TO WATER METER
PROPERTY LINE SAWDUST
5 6 9 5 FILL
7 24" MIN
7
7 6" ilJ
FROM 6" PEA GRAVEL
WATER TYP .
METER 1 10 3 10 8 10 4
OFLOW 2
FUH .5/4 AND 1 - SERVICE (3/4" 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.
W11H
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)
1 EA.
5
3/4" BRASS VALVE
VARIABLE
6
12" STANDARD METER BOX W/SOLID COVER
1 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
Civil Engineers
I
Structural Engineers
Landscape Architects
Community Planners
■ -
Land Surveyors
Neighbors
T A C O M A - S E A T T L E
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422 TEL
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
206.267.2425 TEL
1 I I
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
INDIVIDUAL SERVICE PRESSURE REDUCING
VALVE (FOR 3/4" & 1" SERVICE)
ADOPTED
CITY OF RENTON
STANDARD PLANS
i N LST DATE: 04/04
nW(;. NAMF: ROPE SP PAGF: R096
PRESSURE REDUCING VALVE
NOT TO SCALE
RECORD NOTE 01/23/08
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED,
IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL
IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING
ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION
OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
1_ /
e�isr$R$° '
IONAL
3 ao og
EXPIRES 7 / I4 / OS
THESE DRAWINGS ARE NOT TO BE
USED FOR CONSTRUCTION UNLESS
SIGNED BY THE REVIEWING AGENCY
SAWE k SCAM,
BRH
o AS SHOWN
crH
LLil I WATER METER LOCATIONS & SERVICE ENTRIES I CTH 16/26/071 1
NO.
REVISION
wo
BY I DATE I APPR I APPROVED:
ONE NCH
AT FULL SCALE
F NOT OW NCH
SCALE ADCOPA NOL.Y
RECOMMENDED
FOR APPROVAL
BY
111A
vurrrAHL: NNYD 1
HORRONTM- PAD 19637IN1
DATUM
sow3383 Il
CALL TWO BUSINESS
DAYS BEFORE YOU DII
1-800-424-5555
}=- CITY OF
RENTON
Planning/Building/Public Works Dept.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
CEDAR RIVER CORPORATE PARK
WATER & SEWER
NOTES & DETAILS
33X 111
RECORD -DRAWING
REUSE OF DOCUMENTS
THIS DOCLKW HAS BEN 9GNED ELECTRONICALLY N
ACCORDANCE MTH WAC 196-21-070 AND CHAPTER 19-4 RCM.
UINTHOR® ALTERATION OF ANY OF THE WUNAT10N ON THIS
DOCUMENT MIL WAIDATE THE DOG1AEKT,
NY CFRTMPCN AND 9GNATUAE
TIE IDEAS AND DI31(& WORI'MTED HEREIN, AS AN
NSIRUIIETTT OF PAOFTS90NAL M NCE, IS THE PROPERTY OF
NIL AND IS NOT TO BE USED, N OW OR N PART, FOR ANY
01HER PROJECT WOW NUB AUTHOIMTICN OF MEL
06/05/07
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