HomeMy WebLinkAboutR-2765047f0-odo-lpot
DETENTION PIPE DETAIL
NOT TO SCALE
ONE EACH SIDE
4"' PIPE FL.. FL.
2'-0"" LONG
91
-0' -
.. ...... . ,27X
4" 90' BEND FL.
DETAIL SHEEI
4% 2 1/2" FIRE DEPARTMENT DOUBLE
CONNECTION FOR STAND PIPE WITH
--ABLE CAST IRON HOSE CAPS.
EQUAL TO GRINNEL FIG.
1682 WITH HOSE CAPS FIG. 1333.
4" SWING TYPE GRAVITY OPERATED
CHECK VALVE, FL. EQUAL TO
MUELLER CO. A-2600-6 WITH BALL
34° DRIP VALVE AT BOTTOM
INSTALL EPDXY NON -SHRINK GROUT (TYP.)
�j-4"" PIPE, FL.x FL 1'." LONG
// � 4" SHORT RADIUS 90' BEND FL.
12" ALL AROUND - $ I $ $ $
N I+ DEADMAN BLOCK
L —I— — — —
REQUIRED.
CONCRETE BLOCKING
A' D - OR DOUBLE CHECK. VALVE ASSEMBLIES 4"x4"x4" TEE FL,
SHALL NCUjDE RESILIENT SEATED SHUTOFF VALVES PLAN
AND TEST COCKS AND APPROVED CROSS -CONNECTION
CONTROL ASSEMBLIES PER D S.H.S. LATEST APPROVED LIST, 4" GATE VALVE MJ X FL
WITH INDICATOR POST.
DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. INDICATOR POST VALVE SAME SIZE
AS DOUBLE CHECK VALVE
FLANGED COUPLING ADAPTER (MUELLER CO. OR EQUAL).
EQIIAL TO ROMAC. 4" DUCTILE IRON CLASS 52 PIPE,
NOTE. CEMENT LINED, LENGTH TO FIT.
M
1, LOCATE VAULT IN PLANTING AREA NOT IN PAVING
4" PIPE i - 2. 4' AND LARGER BENDS AND TEES TO BE CAST
F_. x SCREW IRON CEMENT LINED
3 ,EMPORARY SUPPORT SHALL BE PROVIDED UNDER
2'-2' 21-10' VALVES AT THE TIME OF INSTALLATION TO CENTER
THE. PIPE iN VAULT OPENING, AFTER COMPLETE 4" DDCV ASSEMBLY
INSTALLATION REMOVE THE TEMPORARY SUPPORT 4" STANDPIPE W/2 2-1/2" NOZZLE
AND INSTALL CONCRETE SUPPORT PAD OR
1":• ADJUSTABLE PIPE SUPPORT. /
CROSS CONNECTION, BACKFLOW
\ 4. INSTALL GALVANIZED LADDER FOR Access. PROTECTION ASSEMBLY
5, AFTER FIELD INSTALLATION, MAIN ODCVA AND
BY-PASS DCVA MUST BE TESTED SATISFACTORILY
4" 90 BEND FL. BY A DEPT. OF HEALTH CERTIFIED BACKFLOW
i ASSEMBLY TESTER, TEST REPORT TO BE SUBMITTED ADOPTED
iu TO CITY OF RENTON WATER UTILITY ENGINEERING CITY OF RENTON
i % GRAN O GALVANIZED STEEL DEPT. PRIOR TO ACTIVATION OF NEW LINE.♦!71
i� OR TomM _ _ LADDER 6. INSTALL BRASS PLUGS AT ALL TEST COCKS OStandard plans
CR Ir- YS M WITH �O LST DATE: 3/7/95
CA BASK OR MANHOLE ♦
RJD VIEW 3 7 95 EDITED TEXT AND DIMENSIONS DCV AS ,,,;MaaG z� QJNDATIDN GRAVEL DATE REVISION BY APPR DWG. NAME: BR56A SP PACE: B098.1
s
23 NORTH, RANGE 5 EAST, W.M.
36" SO FROM 9" 6" MIN
DETENTION PIPE
1„ 7" 1„
//7/7/77/
ASPHALT
:LOW CONTROL MANHOLE (CB # 1) EXTRUDED CONCRETE CURB DETAIL
NOT TO SCALE
CONCRETEUNIMPROVED OF WAY
:1 1 1 BOX AT
COVERQ 1 FOG TITE METER PROPERTY
SEAL CO.ID METER BOX.
SIDEWALK
WATER METER TO BE
SUPPLIED BY THE CITY �1z• NIN
3' M
TYPE 'K' SOFT
COPPER TUBING
FORD COPPERSETTER
VH172-15W (FOR 5/6' x 3/4' METER)
VH 174-15W (FOR 1° METER)
CASTIRONOR BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
DUCTILE IRON LOOPDOWN TO CENTERLINE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
WATERMAIN DF WATER MAIN TO PROVIDE ON OUTLET.
SLACK IN COPPER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER.
LINE TO METER,
CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS '70 BE
THREAD (CC). PACK JOINT (3/4' F1000) INSTALLED IN THE FUTURE INSTALL
(1' F1000) FORD C14-33 OR 44
FIDT x COMPRESSION COUPLING
zz_vzo 3/4' OR 1' GALVANIZED PLUG
L
FOR SERVICE FROM EXISTING STEEL 3/4" & 1" WATER SERVICE
ASBESTOS CEMENT OR PVC WATER MAINS
INSTALL DOUBLE STRAP SERVICE CLAMP
EQUAL TO MUELLER CO. Y
ADOPTED
CITY OF e N
Slandatd Plain
�' mTe: tz/1s/st
DATE DATE REVISION 1 BY APPR Q DWG. NAME: BR41 SP PAGE:13I06
FLUSH WITH FOR 3/4" TO 2" DCVA, USE FOGTITE CONCRETE METER
FINISH GRADE BOX NO. 2T (17"x28") WITH 3/8" STEEL COVER PLATE
(TYPICAL) METER BOX SHALL BE DOUBLE STACKED.
FOR 2-1/2" TO 3" DCVA, USE UTILITY VAULT CO. MODEL
25TA OR EQUAL.
UNION (TYPICAL)
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(h 1 6' CLEARANCE 1 m AFTER TESTING & APPROVAL, PLUG A-L
.I
By
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TEST COCKS WITH BRASS PLUGS.
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TO CITY METER _ TO PRIVATE SYSTEM
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AFTER FIELD INSTALLATION, DCVA MUST BE
TESTED SATISFACTORILY DB CK L DEPARTMENT
HEALTH CERDFlED BACKFLOW ASSEMBLY
M.
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N Q Z
I1 ?y " � = Z
1n N N -
TESTER.
TESTER
TEST REPORT MUST BE SUBMITTED TO CITY
,
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w
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N N
7 8'" MINUS GRAVEL 12" MINIMUM OF RENTON WATER UDLITY ENGINEERING
/ PRIOR TO ACTIVATION OF NEW LINE.
S1� 1
N Z -1 �
00 LLI d >
4 ON✓ S
6
d�
DOUBLE CHECK VALVE ASSEMBLY
J
BELOW GROUND INSTALLATION FOR 3/4" TO 3" DOUBLE
Q
CHECK VALVE ASSEMBLIES p ADOPTED
= ,.
CITY OF RENTON
�POF
A(4
6/ 2
�6�
LST DATE: 3/7/95
W ASR�eO
b GO��Jv
3 7 95 REMOVED VALVES. EDITED TEXT ocv Ac DWG. NAME: BR54 SP PAGE: 8101
DATE REVISION BY APPR D
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F O/Si EPEE �4``� �y
ss/NNA L ENG\ •�7 7
EXPIRES 6-10-99