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17
ROUND SOLID COVER
MARKED "DRAIN"
WITH LOCKING BOLTS
R I M =,�a5-66' 394.86
FRAME AND LADDER OR STEPS
OFFSET. SEE PLAN SHEET.
I H
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392.45
RISER OVERFLOW ELEV=,3��'
ORIFICE NO. 2
STANDARD GALVANIZED ORIFICE 0=1 3/4"
E L. --,-a1-�6-
STEEL LADDER/STEPS 391.60
P ..
PIPE SUPPORTS
311x.090 GAGE BOLTED
OR IMBEDDED 2" IN WALL
AT MAXIMUM 3' SPACING.
MINIMUM ONE SUPPORT.
36" INLET
389.20
IE
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(714
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p
12"
FLOW RESTRICTOR MANHOLE (CB #1)
SCALE: 1 "=2'
QED -fit o-��6t
12' OUTLET
389.15
I E89-36'
8" DIA. CLEANOUT
SHEAR GATE
RESTRICTOR PLATE
ORIFICE 0=1 /2"
EL.=387.30
PRECAST CONCRETE VAULT WITH 2 - 3'x 3'
HINGED STEEL PLATE COVERS.
DIMENSIONS 5-0" x 9'-0" x 7'-2"
UTILITY VAULT CO. 4484-LA OR EQUAL ---
THE BY-PASS ASSEMBLY SHALL BE
INCLUDED AS PART -OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY.
4" FL. x P.E. D.I. PIPE WITH
COLLAR 18" FROM P.E.
3'-4" LONG
DETAIL SHEET
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTION, KING COUNTY, WASHINGTON
NOTES:
1. PIPE SIZES & SLOPES: SEE PLANS.
2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS
3. METAL PARTS:
A) GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I
4. FRAME & LADDER OR STEPS OFFSET SO:
A) CLEANOUT GATE IS VISIBLE FROM TOP
B) CLIMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C) FRAME IS CLEAR OF CURB
IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE:
OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE
I.D. LESS 1/4".
NOTES:
1. METAL
PIPE:
A.
CSP 3x1 CORRUGATION, MIN 12 GAUGE
THICKNESS
B.
36" CMP, 2 2/3"x1/2" CORRUGATED STEEL PIPE,
MIN THK 0.079"
2. METAL
PIPE SHALL BE CORROSION RESISTANT BY
ONE THE
FOLLOWING:
A.
GALVANIZED STEEL PIPE, HAVE ASPHALT
TREATMENT
I OR BETTER
3. MINIMUM
COVER FROM TOP OF PIPE TO TOP OF
SUBGRADE
IS 24 INCHES.
CB # 1. TYPE II-54"
W/ROUND SOLID LOCKING
LID AND FLOW RESTRICTOR
PER DETAIL BELOW
RIM=SEE DETAIL THIS SHT
IE=SEE DETAIL THIS SHT
93 LF CMP DETENTION PIPE
FINISH GRADE
CB #2. TYPE-54"
W/ROUND SOLID LOCKING LID
RIM- - ;"b9-394.34
IE=�e'(36) 389.14 fNl
IE= �4-86 12") 390.84 (S)
IE=393.00(6")
36" SD FROM
DETENTION PIPE
TYPE II-54" FLOW CONTROL MANHOLE (CB # 1)
SCALE: 1 "=2
9" 6" MIN
1" 7" 1"
io
a a
77/7
a a
a d �
ASPHALT
EXTRUDED CONCRETE CURB DETAIL
NOT TO SCALE
11-1/2' x 17-1/2' CONCRETE METER
BOX WITH 3/16' STEEL DIAM❑ND PLATE
COVER EQUAL TO FOG TITE METER
SEAL CO. 1D METER BOX.
w IN UNIMPR❑VED RIGHT OF WAY w
INSTALL METER BOX AT
PROPERTY LINE,
Li Li
SIDEWALK a
WATER METER TO BE
SUPPLIED BY THE CITY
TYPE 'K' SOFT
COPPER TUBING
12' MIN
3' MIN COVER
STORAGE
2" AIR VENT
2
12" SD
22-1i2 °7ER
L 0RD C❑PPERSETTERLIVE
REQUIRED VOLUME-1106
CF
TYP.
VH 172-15W (F❑R 5/8' x 3/4" METERL,,,,.,-2
LF 36" CMP
REQUIRED VOLUME=1,106x1.41=1,560
CF Q
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r-VH
CAST IR❑N ❑R
174-15W (F❑R 1' METER)
389.20
PROVIDED VOLUME=1,620
CF
o
389.14
DUCTILE IR❑N
LO❑P D❑WNPADL❑CK
B❑TH INLET AND OUTLET WITH PACK J❑INT WITH GRIPPER.OUTFLOW
WINGS ❑N KEY VALVE SINGLE CHECK VALVEEL
,3$9-36-
0
EL _,i� �
WATERMAIN ❑F WATER E
❑N ❑UTLET.
SLACK IN CALL
PACK-J❑INT FITTINGS SHALL BE WITH GRIPPER:
DEAD STORAGE
LINE T❑ MEREQUIRED
VOLUME=998
CFC❑RP❑RATI❑N
ST❑P, F❑R
IF SERVICE LINE TO HOUSE IS TO BE
EL=387.00
PROVIDED VOLUME=1,010
CF
`V
EL=387.00
THREAD (CC). PACK J❑INT (3/4' F1000)
INSTALLED IN THE FUTURE INSTALL
(1' F1000)
FORD C14-33 OR 44
FIDT x C❑MPRESSI❑N COUPLING
DETENTION
PIPE DETAIL
22-1120
3/4" OR 1" GALVANIZED PLUG
L
NOT TO SCALE
FOR SERVICE FROM EXISTING
STEEL 3/4" & 1" WATER SERVICE
ASBESTOS CEMENT OR PVC WATER MAINS
INSTALL DOUBLE STRAP SERVICE CLAMP
4 2" FIRE DEPARTMENT DOUBLE
"x 2 1 /
EQUAL TO MUELLER CO,
CONNECTION FOR STAND PIPE WITH
ADOPTED
r��
BREAKABLE CAST IRON HOSE CAPS.
CITY OF RENTON
ONE
EACH SIDE
EQUAL TO GRINNEL FIG.
K�m);
Standard plans
682 WITH HOSE CAPS FIG. 1333.
Isr DATE: 12/I5/91
4" PIPE FL.x FL.
4" SWING TYPE GRAVITY OPERATED
DATE
REVISION
BY
DWG. NAME: BR41 SP PAGE: B106
2'-0" LONG
CHECK VALVE, FL. EQUAL TO
I
I
JAPPR
MUELLER CO. A-2600-6 WITH BALL
DRIP VALVE AT BOTTOM
"
34
9'-0"
INSTALL EPDXY NON -SHRINK GROUT (TYP.)
4" PIPE, FL.x FL. 3'0" LONG
FLUSH WITH
/4TO 2DC " "
FOR 3 VA, USE FOGTITE CONCRETE METER
,°
.,...:: _.. ,:.....
_
.,.:, .. ,... ,..
21
;:,
4" SHORT RADIUS 90° BEND FL.
BOX NO. 2T (17%28") WITH 3/8" STEEL COVER PLATE
CD
"'T
FINISH GRADE
(TYPICAL)
METER BOX SHALL BE DOUBLE STACKED.
N
z�'...:..16"
`
0
90° BEND F',
FOR 2-1/2" 0 3" DCVA, USE UTILITY VAULT CO. MODEL
25TA OR EQUAL.
n•. `
rri
m
12" ALL AROUND
cu
Ci.l�•
DEADMAN BLOCK
� •: s . REQUIRED.
CONCRETE BLOCKING
L•.:..
.... •..,., .. _. .•.-.. • •.
�
I 4"x4"x4" TEE FL.
ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES
SHALL INCLUDE 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 Mi X FL
WITH INDICATOR POST.
DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO
RESILIENT SEATED SHUTOFF VALVES.
INDICATOR POST VALVE SAME SIZE
AS DOUBLE CHECK VALVE
4"" FLANGED COUPLING ADAPTER
(MUELLER CO. OR EQUAL).
EQUAL TO ROMAC.
4" DUCTILE IRON CLASS 52 PIPE,
CEMENT LINED, LENGTH TO FIT.
NOTE:
LOCATE VAULT IN PLANTING AREA NOT IN PAVING
' 4" PIPE
2.
4" AND LARGER BENDS AND TEES TO BE CAST
FL. x SCREW
IRON CEMENT LINED
3•
TEMPORARY SUPPORT SHALL BE PROVIDED UNDER
2'-2" 2'-10" •'
VALVES AT THE TIME OF INSTALLATION TO CENTER
„
4 DDCV ASSEMBLY
THE PIPE IN VAULT OPENING. AFTER COMPLETE
INSTALLATION REMOVE THE TEMPORARY SUPPORT
4" STANDPIPE W/2 2-1/2" NOZZLE
AND INSTALL CONCRETE SUPPORT PAD OR
21
ADJUSTABLE PIPE SUPPORT.
CROSS CONNECTION/BACKFLOW
4.
INSTALL GALVANIZED LADDER FOR ACCESS.
PROTECTION ASSEMBLY
5.
AFTER FIELD INSTALLATION, MAIN DDCVA AND
BY-PASS DCVA MUST BE TESTED SATISFACTORILY
r 4" 90 BEND FL.
BY A DEPT. OF HEALTH CERTIFIED BACKFLOW
Y
i
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED\
O� ADOPTED
cu
TO CITY OF RENTON WATER UTILITY ENGINEERING
CITY OF RENTON
&R
'
DEPT PRIOR TO ACTIVATION OF NEW LINE
6" MIN. DRAIN TO GALVANIZED STEEL qR
LADDER 6. INSTALL BRASS PLUGS AT ALL TEST COCKS Standard plans
DAYLIGHT OR STORM LST DATE: 3/7/95
DRAIN SYSTEM WITH F N
CATCH BASIN OR MANHni
COMPACTED FOUNDAiiuiv ,r-,r,VE_L - - -
3/7 95
EDITED TEXT AND DIMENSIONS
DCV
AG
DATE
REVISION
I BY
1APPR'D
DWG. NAME: BR56A SP PAGE: B098.1
UNION (TYPICAL) -
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TO CITY METER
12"- 16"
CLEARANCE
6" CLEARANCE
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1,
TO PRIVATE SYSTEM
AFTER FIELD INSTALLATION, DCVA MUST BE
TESTED SATISFACTORILY BY A DEPARTMENT
OF HEALTH CERTIFIED BACKFLOW ASSEMBLY
TESTER.
TEST REPORT MUST BE SUBMITTED TO CITY
7/8" MINUS GRAVEL 12" MINIMUM OF RENTON WATER UTILITY ENGINEERING
PRIOR TO ACTIVATION OF NEW LINE.
AFTER TESTING & APPROVAL, PLUG ALL
TEST COCKS WITH BRASS PLUGS.
DOUBLE CHECK VALVE ASSEMBLY
BELOW GROUND INSTALLATION FOR 3/4" TO 3" DOUBLE
CHECK VALVE ASSEMBLIES � Y O ADOPTED
CITY OF RENTON
WL Standard plans
N O� LST DATE: 3/7/95
3 7 95 IREMOVED VALVES, EDITED TEXT DCV AG
DATE REVISION I BY JAPPR'D DWG. NAME: BR54 SP PAGE: B101
Rib,
276 SO 1;
SCANNED MAY a 5 1999�
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