HomeMy WebLinkAboutR-2765083"k.090 GAGE BOLTED
OR IMBEDDED 2' IN WALL
AT MAXIMUM 3' SPACING.
MINIMUM: ONE SUPPORT.
36" INLET
oI I 12
WITH LOCKING BOLTS
RIM-_195-08' 394.86
FRAME AND LADDER OR STE
OFFSET. SEE PLAN SHEET.
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ORIFICE 0=1 3/4"
EL.=;B
Q:.oO
12" OUTLET
389/5
38938"
8" DIA. CLE/
SHEAR GATE
DETAIL SHEET
A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, 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 1
4. FRAME & IADDE;2 OR STEPS OFFSET SO:
A) CLEANOUT C'.TE IS VISIBLE FROM TOP
B) CUMBDOWN 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 3xl CORRUGATION, MIN 12 GAUGE THICKNESS
B. 36" CMP, 2 2/3"xl/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 COWER FROM TOP OF PIPE TO TOP OF SUBGRADE IS 24 INCHES.
!OM
PIPE
TYPE II-54' FLOW CONTROL MANHOLE (CB # 1)
SCALE: 1 "=2'
9" 6" MIN
1" j 7"
<o P
ASPHALT
EXTRUDED CONCRETE CURB DETAIL
NOT TO SCALE
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LID AND FLOW RESTRICTOR W/ROUND SOLID LOCKING LID
PER DETAIL BELOW RIM=.QA.6B-394.34
RIM=SEE DETAIL THIS SHT IE- 36" 389/4 0
IE=�6-) 390.84 (S)
IE=SEE DETAIL THIS SHT
�i � � IE-393.00 6
11-1/2' x 17-1/2' CONCRETE METER IN UNIMPROVED RIGHT OF WAY w
N 93 LF CMP DETENTION PIPE BOX WITH 3/16' STEEL DIAMOND PLATE INSTALL METER BOX AT - O
SCALE CCL ID METEREQUAL OBOX.ITE METER PROPERTY LINE. co
>� RESTRICTOR PLATE FINISH GRADE E SIDEWALK J W Z
ORIFICE 30 J
EL=387.30 g, .'.... ., .
FLOW RESTRICTOR MANHOLE (CB #1) WATER METER TO BE 2' „IN
SUPPLIED BY THE CITY Z Z
3' MIN COVER
SCALE: 1"=2' TYPE R SOFT W j
COPPER TUBING m
2 2z-vz° 0
LIVE STORAGE 2" AIR VENT MAX 12" SD FORD 2-15WCOPPERSETTER5 Q V
REQUIRED VOLUME=1,106 CIF TYP VH 174-15W (FOR 5/6' x 3/4' METER)
2 LF 36 CMP REQUIRED VOLUME=1, 106xl.41 =1,560 CFQ M VH 174-ISW <FOR 1' METER)
389.20 PROVIDED VOLUME=1,620 CF o 389.14 CAST IRON OR BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
OUTFLOW DUCTILE IRON LOOP DOWN TO CENTERLINE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE m
EL=,J89:36- EL=_l6938'— WATERMAIN OF WATER MAIN TO PROVIDE ON OUTLET.
co
SLACK IN COPPER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER.
DEAD STORAGE LINE TO METER. /m ® >
REQUIRED VOLUME=998 CF 2 CORPORATION STOP. FORD TAPERED IF SERVICE Li0E TO :,OUSE IS TO BE ld w Z
EL=387.00 PROVIDED VOLUME=1,010 CIF EL=387.00 THREAD (CC). PACK JOINT (3/4' FLOOD INSTALLED IN THE FUTURE INSTALL 6 J 0
0' FLOOD FORD C14-33 OR 44 Q W
FIDT x COMPRESSION COUPLING
DETENTION PIPE DETAIL zavz° 3/4' OR 1' GALVANIZED PLUG m
NOT TO SCALE
FOR SERVICE FROM EXISTING STEEL 3/4" & 1" WATER SERVICE Q
ASBESTOS CEMENT OR PVC WATER MAINS LL
2" FIRE DEPARTMENT DOUBLE INSTALL DOUBLE STRAP SERVICE CLAMP
4"x 2 1
/ EQUAL TO MUELLER CD.
CONNECTION FOR STAND PIPE WITH ADOPTED
ONE EACH SIDE BREAKABLE CAST IRON HOSE CAPS. crrr of RENTON
EQUAL TO GRINNEL FIG. « stemera pleas -
HNGEDPRECAST CONCRETE VAULT WITH 2- 3'x 3' y 1 o a
1682 WITH HOSE CAPS FIG. 7333. �' aATe. 1z/1s/sl - o �
HINGED STEEL PLATE COVERS. ° II 'C Z
DIMENSIONS 5'-0" x 9'-0" x 7'-2" 4' PIPE FL.x FL. 4" SWING TYPE GRAVITY OPERATED N r .-
UTILITY VAULT CO. 4484-LA OR EQUAL 2'-0" LONG CHECK VALVE, FL. EQUAL TO DATE REVISION - BY APPR DWG. NAME: 8R41 SP PAGE: B106 z
MUELLER CO. A-2600-6 WITH BALL
r THE BY-PASS ASSEMBLY SHALL BE DRIP VALVE AT BOTTOM
INCLUDED AS PART"OF THE DETECTOR 34'
INSTALL EPDXY NON -SHRINK GROUT (TYP.)
DOUBLE CHECK VALVE ASSEMBLY.
4 PI FL.. FL. 30 LONG „ „
"- - OR 3 4 TO 2 DCVA USE F GTITE CO
.: / R
21" 4 SHORT RADIUS 90BEND FL BOX NO. 2T 17"x28" WITH 3 8" STEEL OVER PLATE
FLUSH WITH F 0 CONCRETE METE � � d
— FINISH GRADE B ( ) / C ,q
(TYPICAL)FOR TO E
METER BOX SHALL BE DOUBLE STACKED.
4" FL.R.E. D.I. PIPE WITH
COLLAR 18" FROM RE N ILjq 62
4" 90' BEND FL. 25TA OR EQUAL.
3' 4" LONG r.: �_
$ a a UNION TYPICAL �1 �LcwnwrvGc
12" ALL AROUNDL`tf/ -
N / DEADM ED BLOCK )
REQUIRED. ti ti �y/' = w
� I � by� zy
CONCRETE BLOCKING 0 Z w
s• CLEMANCE I" g(/3 )
ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES
4"x4'"x4" TEE FL AFTER TESTING & APPROVAL, PLUG ALL s
I 1 I•: a �
SHALL INCLUDE RESILIENT SEATED SHUTOFF VALVES PLAN V TEST COCKS WITH BRASS PLUGS. ��s W X p
AND TEST COCKS. AND APPROVED CROSS -CONNECTION
CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. 4" GATE VALVE M1 X FL U.0 s
APMMV
WITH INDICATOR POST. -� Q M N N Zp
DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 1 INDICATOR POST VALVE SAME SIZE TO CITY METER = TO PRIVATE SYSTEM N Z
AS DOUBLE CHECK VALVE DO co 00 Z
4"' FLANGED COUPLING ADAPTER (MUELLER CO. OR EQUAL).
EQUAL TO ROMAC. AFTER FIELD INSTALLATION, DCVA MUST BE !00 CN
4" DUCTILE IRON CLASS 52 PIPE, -1[ TESTED SATISFACTORILY BY A DEPARTMENT R/R
NOTE: CEMENT LINED, LENGTH TO FIT. OF
HEALTH CERTIFIED BACKFLOW ASSEMBLY , � N N w
m TEST REPORT MUST BE SUBMITTED TO CITY N Z N N J
1. LOCATE VAULT IN PLANTING AREA NOT IN PAVING OF RE N TON WATER UTILITY ENGINEERING 1 00 LLJ d. c
7/8" MINUS GRAVEL 12" MINIMUM PRIOR TO ACTIVATION OF NEW LINE. ��_ � Y v� U fn
4" PIPE '--��q II_ �' 2. 4" AND LARGER BENDS AND TEES TO BE CAST -
FL. x SCREW IRON CEMENT LINED
3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER
2'-10' VALVES AT THE TIME OF INSTALLATION TO CENTER 4" DDCV ASSEMBLY
THE PIPE IN VAULT OPENING. AFTER COMPLETE
'. 1 INSTALLATION REMOVE THE TEMPORARY SUPPORT DOUBLE CHECK VALVE ASSEMBLY y
z1 4' STANDPIPE W/2 2-1/2" NOZZLE / ������ Q Z
AND INSTALL REO CONCRETE E TEMPT PAD OR BELOW GROUND INSTALLATION FOR 3/4" TO 3" DOUBLE .m
7'-2" ADJUSTABLE PIPE suPPORT CROSS CONN ECTI ON/BACKFLOW CHECK VALVE ASSEMBLIES \ Y O ADOPTED
4- INSTALL GALVANIZED LADDER FOR ACCESS. Cl
PROTECTION ASSEMBLY CITY OF RENTON . _
5. AFTER FIELD INSTALLATION, MAIN DDC'JA AND + � ♦ J
BY-PASS DCVA MUST BE TESTED SATISFACTORILY ,p- Standd plans
4" 90 BEND FL BY A DEPT. OF HEALTH CERTIFIED BACKFLOW Y N10 arIST DATE:3/7/95 OF WAS e9 0 GO
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED \ �T ADOPTED ti� m
cU _ TO CITY OF RENTON WATER UTILITY ENGINEERING CITY OF RENTON 1 3 95 REMOVED VALVES, EDITED TEXT -FDCV7 AG
GALVANIZED STEEL DEPT. PRIOR TO ACTIVATION OF NEW LINE. ♦ ♦ DATE REVISION BY APPR'D DWG. NAME: BR54 SP PAGE: B101
6" MIN. DRAIN TO --
276508 ja
DAYLIGHT OR STORM _ LADDER 6, INSTALL BRASS PLUGS AT ALL TEST COCKS ,= Standard plans `
DRAIN SYSTEM WITH N-`O LST DATE: 3/7/95 _ 75 O 4� °'
CATCH BASIN OR MANHOLE f 0/SIEPR'_x�i r a",� i
3 7ECITED TEXT AND DIMENSIONS DCV AG *WfLA% A NAL ENS Z N
COMPACTED FOUNDATION GRAVEL % END vlEw DATE/95 REVISION BY APPR D DWG. NAME: BR56A SP PAGE: B098.1 8 , (�
IT EXPIRES 6-10-99 0
SCANNED MAY - 51999 ' 76r0 F SCANNED MAR 3 0 2000
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