HomeMy WebLinkAboutW-370104[4]
g�
i
E
S
3
TAN
WEN
FRI
so
E
71
S_
Rol
O
UE I
xlllllm
shy
c
U
i
a
0
on
0
w
0
E
E
h
o
oo
o
a,
o v $M q
ho n
rn
o12 ge ge
�I
�,
0
ea
YW
d
Z
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALUW M & H 929, MUELLER
SUPER CENTURION 20D, AND WATEROUS PACER W H 6" MECHANICAL
JOINT INLET WITH LUGS 5 -1/4' MAIN VALVE OPENING, TWO 2 -1/2"
HOSE CONNECTIONS NATONAL STANDARD THREADS. 4" PUMPER
CONNECTION Gil• OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1 /8" STAINLESS
STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATVE
PAINT No. 57110-563 DTM ACRYLIC GLOSS. SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REWIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4,875° x 5" STORZ
5'.5'x6" THICK CONCRETE PAD AROUND
HYDRANT, FINISH M MATCH SIDEWALK.
® EXPANSION JOINT AT
2•-1 �BACK OF ETE SIDEWALK
/
CONCRETE SIDEWALK
OR PLANTING STRIP
r -TWO -PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD B" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
�////----RAISED PAVEMENT MARKER TYPE 88 -A
STMSONITE TWO -WAY BLUE REFLECTIVE
ONCRETE BLOCKING
,.,mwm ox M_--.. MAIN UNE TEE. WITH 6" RANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA 0-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR -TEN STEEL TE RODS.
16' z B" x 4' M11".UM 1/2 YARD OF 1 -1/4" WASHED DRAIN ROCK
CONCRETE BEARING
BLOCK UNDER HYDRANT 1' ABOVE BOOT FLANGE. PLACE B MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL
�{ L. FIRE HYDRANT ASSEMBLY
LEVEL TLRAD US ND LEVEL ALL GROUND
IN 3' RADIUS
ONE MAN
S" CONCRETE PAD
6
6" CONCRETE PAD
CUT FI LL
HYDRANT LOCATION IN CUT OR FILL
4 ®PUBLIC WORKS FIRE HYDRANT ASSEMBLY• PLAN - 910.1
4 DEPARTMENT
MARCH 2010
RGE. 05E.,
9
COYER THROUGH 2" OIA.
QTY
wz
O O
�a
E-"'1
z
°s
U
,
W
NV1G
71
S_
Rol
O
UE I
xlllllm
shy
c
U
i
a
0
on
0
w
0
E
E
h
o
oo
o
a,
o v $M q
ho n
rn
o12 ge ge
�I
�,
0
ea
YW
d
Z
FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALUW M & H 929, MUELLER
SUPER CENTURION 20D, AND WATEROUS PACER W H 6" MECHANICAL
JOINT INLET WITH LUGS 5 -1/4' MAIN VALVE OPENING, TWO 2 -1/2"
HOSE CONNECTIONS NATONAL STANDARD THREADS. 4" PUMPER
CONNECTION Gil• OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1 /8" STAINLESS
STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATVE
PAINT No. 57110-563 DTM ACRYLIC GLOSS. SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REWIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4,875° x 5" STORZ
5'.5'x6" THICK CONCRETE PAD AROUND
HYDRANT, FINISH M MATCH SIDEWALK.
® EXPANSION JOINT AT
2•-1 �BACK OF ETE SIDEWALK
/
CONCRETE SIDEWALK
OR PLANTING STRIP
r -TWO -PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD B" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
�////----RAISED PAVEMENT MARKER TYPE 88 -A
STMSONITE TWO -WAY BLUE REFLECTIVE
ONCRETE BLOCKING
,.,mwm ox M_--.. MAIN UNE TEE. WITH 6" RANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA 0-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR -TEN STEEL TE RODS.
16' z B" x 4' M11".UM 1/2 YARD OF 1 -1/4" WASHED DRAIN ROCK
CONCRETE BEARING
BLOCK UNDER HYDRANT 1' ABOVE BOOT FLANGE. PLACE B MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL
�{ L. FIRE HYDRANT ASSEMBLY
LEVEL TLRAD US ND LEVEL ALL GROUND
IN 3' RADIUS
ONE MAN
S" CONCRETE PAD
6
6" CONCRETE PAD
CUT FI LL
HYDRANT LOCATION IN CUT OR FILL
4 ®PUBLIC WORKS FIRE HYDRANT ASSEMBLY• PLAN - 910.1
4 DEPARTMENT
MARCH 2010
RGE. 05E.,
EXPOSED ao3�
ry 12"
BY PASS NOT ALLOWED
FOR IRRIGATION METERS
W`CRUSHED ROCK
V BASE . SUMptT
A - A doter.
OPoLL Y DIA HCIE FOR
TOUCHIER➢ DEVICE WICK -.PINT
COUPLING x MIPT CAST IRON OR OUCRE IBM WATERMAN
2 -I /Y MIN. FROM NEAREST NOTE
AND FRONT EDGE OF PIT UO ME CENTER OF ME HOLE MUST SE AT LEAST 1' FROM
UNDMR N RIBS UNLESS ME RIB SPACING AIIDWS
ME HUT TO TIGHTEN AGAINST THE OPEN SIDE OF
TYPICAL RIBB- MORE MAN ONE RIB,
MAMIU& UST FOR 2" SERVIM METER LOCATED IN FIGURING STRIP
BETWFEU (iiRR h PIDFWMIC IN PLANTING STRIP
1. 2' [appad lea. an paw eater man. 1. T tapped led an poor water man.
2 4" long X 2' Cram nipple with threaded ends (MIPT). 2. P long X 2' ban nipple Min threaded end* (MIPT).
3. 2' neNent seat ate vdw wit,. threaded ands tin n I
9 e r0 nut J. ear n ant earl a Ye1w elite avenged , a an er01n nu and
. rluw W 9 W s W W 9 L
"e. cis. nut . #sWm N r aired as . endue
5 ( . t tl laA 350.1). wed not exenelan if ,puked (w tlondartl small 330.1).
4. Tea piece anal iron wire boz. Stype A 0. 2' nam. with rtmWar 4. two Dfine we[ Van Wva boz Standard B' lap ap1Mn MM rcqular Cana
bon nctl0n, langth to flL 'lug' type dew. Y brava WNlnq (MIPT x sit.. Ismit, W fit 'IMO' type mYar.
EPIC). 5. Y X 1 -1 /0 hex bran beaMng (NPT a Nn. 2 each 1 -1/2' Gan or
5. 2 wrh 2' bran err bronco .0,1. 5' IngW. threaded ands. 2 sash aware npgm 5' Imgth, threaded ends. 2 each 1- 1 1Y -90' bm- w
Y -90' bran or Ganz. At. (FIT x FlPn. GaM. Mboeo (NPT x OPT).
6. 2' (MIPT) x compraaPr, litWg, Ford C84-08 or w,.I. C I-I /2' (MIPT) x canPrennn flttng, Ford Cl of pug.
]. 2' Gott copper tubing type K or Gael, tippler (MIPT x MIPT. ImgUH to ]. 1 -1 /Y son capper tubing type K or brace nipped (RAPT x MPT), IeI
flL to at
B. 2 lewded Inc. W 41. . 1 -1
0 /2 tlupged brass 90' dl, for Fab L4 IN 1 w actual.
9. 2• CLatamdeDra with by-Peu Fwd `r Nudger 8-1427-2", -11 -T] (x 1] -3/16e 9. 1 -1 /Y Cualanullr Nth 30661 Fwd: V9N 00 Mueller 1 -14 (s
anMs ball Bma: 30BASWanto n east a shook with flanged 13 -3/157 Mc 0. b l Vo and po M9FFBBr w Moaner Bmrsi .0 1/2'.
Ole ball wins* and padleeM wings m MIeL and anr/e tlletlt Wq Wlth Mng00 ands ball wlw and pWlwk surge on inlet aM m,Me Metlt
outlet, boll wlw on bpoa with podlW, oinga Cuatamvlter *M1OII Iw col ball Ww ce bpne will polo ec wings. Custl mseller NW
have wrtieal inlet and outlet Twee word Inlet and Bull
10. Rlgla motor spreader Io be npPNM and Imitating In antler letter by 10. Film miter spreader to be supplied And Installed N molar super by
lredor. mpypciw,
H. Water motor shall be aupphied and Installed by City of Rmbn upon 11. Water malt old be npPRtl and Modelled by Gty f Rmtm upon
payment of all related water meter fee and mU astwy prows ono payment of all nodded water mater Me aM wlhfaday pruwn and
purity tedM. pwlty tests.
12. IYx30" Plaalla motor box ual to Mld- State* Pl-U- Inc BCF 1 Y
p Srl- 2 I zlC' 730-1 mater boz rlud to a mo Stain PId plat na r H Brim
MSB6 1]30 -St filth lo thick a. NU BC damene ete
p cow IB'x31 MSBCF 1]30 -18 with Y (hick Wctie 'von diamond plate cow 11rx31•
oral to MN -Sets. Plnd a el, ad liC -VJO -R etUl 2' MIIaO held aqutl to Mfg -Stain plaeUn. Inc. MSWC- 1]30 -R whtM1 2' Niiee hde Iw
far tauahfwtl pit IM. dntl mater reed lid. Ia -1/2' pit lib
13. 2' plln9 property comer x F1Pn Nth 2' plug (MIPT). Fwd C-14-65 C- 1-1/2' wodlnq (aampnalm x , I.... t -1 a ray -era Fwd Ill. egml. The eater sar owner Ie mepone0le far any nameeory aeoptalbn w C -14-68 putl. The Properly oanr h rapmaUa fm my neemaay
emdeneltn or vein arvke, akgtatlm p, exMndm of valor sePA[a.
NOTE:
ALL METER BOXES INSTALLED W CONCRETE OR PAVED
DRIVEWAYS SHALL BE CAST -IRN EQUAL TO OLYMPIC
FOUNDARY.
EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON SOM
SIDES OF METER BOX
® PUBLIC WORKS 1 Y2" AND 2" WATER SERVICE LOCATED SM. PIdN - 320.2
4.4 DEPARTMENT IN PLANTING STRIP
MARCH 2010
W
z
J
IOU
LL
ola DIRECTION OF FLOW
2
C2
Of
3„
t7t_
I
6" MIN.
N.(TYP. ) UNION (TYR)
PLAN
3 "MAX.
Z � Z
0 b
I'T M
6 "MIN.
TO CITY
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKROW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE ", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING / L NG PERMIT FOR THE INSPECTION
OF INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST BE TESTED By A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS - CONNECTION CONTROL SPECIALIST, FAX NO. 425- 430 -7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
8 PUBLIC WORKS */4" TO 2" DOUBLE CHECK VALVE STD. PLAN - 348.8
4 4 DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2010
REGISTER SHALL BE TOUCH READ PIT LID
(Til AND BE II UGENT COMMUNICATIOi�
MI
ENCODER TYPE (ICE). METER MUST READ IN
OU. PC
4. 90' BEND (NJ)
TEE (mbft)
GAZE VNVE Dtom a
6° rum, ADAPTOR a
> °w6•D.I. _
U d EE (L)
Y➢DED STEEL COLLA C .
xwr
TOUCH READ PIT LID SENSOR MOUNTED ON
STEEL PLATE COVER THROUGH 2' DIA,
DRILLED HOE IN COVER. LOCATE HOLE 28'
FROM EDGE OF PIT LID AND RIBS,
PRECAST CONCRETE VAULT MMT1 2 3'x3' HINGED S
PIATE COYER. OUTSIDE CWENSIONS C- 8'x]' -0".
(EQUAL TO PIPE INC., Qi UVUW VAULT WITH
5] -]L -B, 2 3'a3' DIAMOND PLATE DOORS)
8 ,4" ON ]" A. VALVE (FLft)
ND- RISING SRI WI I HAND Ed
EQUAL 10 MUELLER CO.A- 2180 -6. I
G' OR CON PI GLASS LINED IJ / ///
DUCTILE IRCI PIPE CF 32 PRE.
LING Mo CORE Co. p" FROM PPA
EQUAL TO KS CO. SWPLEp By PACIFlL 3• 4•
WATER WORKS c INC. F {-
1Y
2 -3/4' SHACKLE R DOC PER CITY
IF OF RENTON SPECIFICATIONS
4' ac. BEND (MJJ
�- INSTALL IN TEST
13 ti 4' D.I. PORT A 2 "x2"
1 / BRASS NIPPLE WM
A 2" RESILIENT
„T VALVE BRASS GAZE
p 1 VALVE AND 2" PLUG.
IAI15 :2,_4. a' Full ADAPTOR
9
ro BMIOIxG
Cltt FAIVATa
R %TUG RYING
CEADMAN BLOC(
4" TEE REOUIREI] MM
(1) SHACKLING `M ME
el".4I f.7
MOUNTED M STET PLATE
TNYI PIECE CASE IRON VALVE BOX
COYER THROUGH 2" OIA.
QTY
RYVAIE
STANDARD B' TOP SECTOR. WIN
REGULAR BASE BECTON LENGTH TO R
PPPO
NV1G
1 -1/2' AND 2" WATER SERVICE
DETAIL
G°, 4' OR 3' OAIE VALVE
DIAMJ) EQUAL TO
7
MUELLER CO. A- 2360 -20.
rommING -
Q
IN UNIMPROVED
CAUTION: VALVE BOX SHOULD NOT REST LW
10 11 12
'N\
FIGHT-OF-WAY [INSTALL METER
BOX AT PROPERTY UNE MIN
g
PIPE LATER COMPACTOR IN AREA OF VALVE BOX
g
12' COPPER TAILHECE
COULD CAUSE THE BREAKAGE OF ME SERVICE.
LONG
EXPOSED ao3�
ry 12"
BY PASS NOT ALLOWED
FOR IRRIGATION METERS
W`CRUSHED ROCK
V BASE . SUMptT
A - A doter.
OPoLL Y DIA HCIE FOR
TOUCHIER➢ DEVICE WICK -.PINT
COUPLING x MIPT CAST IRON OR OUCRE IBM WATERMAN
2 -I /Y MIN. FROM NEAREST NOTE
AND FRONT EDGE OF PIT UO ME CENTER OF ME HOLE MUST SE AT LEAST 1' FROM
UNDMR N RIBS UNLESS ME RIB SPACING AIIDWS
ME HUT TO TIGHTEN AGAINST THE OPEN SIDE OF
TYPICAL RIBB- MORE MAN ONE RIB,
MAMIU& UST FOR 2" SERVIM METER LOCATED IN FIGURING STRIP
BETWFEU (iiRR h PIDFWMIC IN PLANTING STRIP
1. 2' [appad lea. an paw eater man. 1. T tapped led an poor water man.
2 4" long X 2' Cram nipple with threaded ends (MIPT). 2. P long X 2' ban nipple Min threaded end* (MIPT).
3. 2' neNent seat ate vdw wit,. threaded ands tin n I
9 e r0 nut J. ear n ant earl a Ye1w elite avenged , a an er01n nu and
. rluw W 9 W s W W 9 L
"e. cis. nut . #sWm N r aired as . endue
5 ( . t tl laA 350.1). wed not exenelan if ,puked (w tlondartl small 330.1).
4. Tea piece anal iron wire boz. Stype A 0. 2' nam. with rtmWar 4. two Dfine we[ Van Wva boz Standard B' lap ap1Mn MM rcqular Cana
bon nctl0n, langth to flL 'lug' type dew. Y brava WNlnq (MIPT x sit.. Ismit, W fit 'IMO' type mYar.
EPIC). 5. Y X 1 -1 /0 hex bran beaMng (NPT a Nn. 2 each 1 -1/2' Gan or
5. 2 wrh 2' bran err bronco .0,1. 5' IngW. threaded ands. 2 sash aware npgm 5' Imgth, threaded ends. 2 each 1- 1 1Y -90' bm- w
Y -90' bran or Ganz. At. (FIT x FlPn. GaM. Mboeo (NPT x OPT).
6. 2' (MIPT) x compraaPr, litWg, Ford C84-08 or w,.I. C I-I /2' (MIPT) x canPrennn flttng, Ford Cl of pug.
]. 2' Gott copper tubing type K or Gael, tippler (MIPT x MIPT. ImgUH to ]. 1 -1 /Y son capper tubing type K or brace nipped (RAPT x MPT), IeI
flL to at
B. 2 lewded Inc. W 41. . 1 -1
0 /2 tlupged brass 90' dl, for Fab L4 IN 1 w actual.
9. 2• CLatamdeDra with by-Peu Fwd `r Nudger 8-1427-2", -11 -T] (x 1] -3/16e 9. 1 -1 /Y Cualanullr Nth 30661 Fwd: V9N 00 Mueller 1 -14 (s
anMs ball Bma: 30BASWanto n east a shook with flanged 13 -3/157 Mc 0. b l Vo and po M9FFBBr w Moaner Bmrsi .0 1/2'.
Ole ball wins* and padleeM wings m MIeL and anr/e tlletlt Wq Wlth Mng00 ands ball wlw and pWlwk surge on inlet aM m,Me Metlt
outlet, boll wlw on bpoa with podlW, oinga Cuatamvlter *M1OII Iw col ball Ww ce bpne will polo ec wings. Custl mseller NW
have wrtieal inlet and outlet Twee word Inlet and Bull
10. Rlgla motor spreader Io be npPNM and Imitating In antler letter by 10. Film miter spreader to be supplied And Installed N molar super by
lredor. mpypciw,
H. Water motor shall be aupphied and Installed by City of Rmbn upon 11. Water malt old be npPRtl and Modelled by Gty f Rmtm upon
payment of all related water meter fee and mU astwy prows ono payment of all nodded water mater Me aM wlhfaday pruwn and
purity tedM. pwlty tests.
12. IYx30" Plaalla motor box ual to Mld- State* Pl-U- Inc BCF 1 Y
p Srl- 2 I zlC' 730-1 mater boz rlud to a mo Stain PId plat na r H Brim
MSB6 1]30 -St filth lo thick a. NU BC damene ete
p cow IB'x31 MSBCF 1]30 -18 with Y (hick Wctie 'von diamond plate cow 11rx31•
oral to MN -Sets. Plnd a el, ad liC -VJO -R etUl 2' MIIaO held aqutl to Mfg -Stain plaeUn. Inc. MSWC- 1]30 -R whtM1 2' Niiee hde Iw
far tauahfwtl pit IM. dntl mater reed lid. Ia -1/2' pit lib
13. 2' plln9 property comer x F1Pn Nth 2' plug (MIPT). Fwd C-14-65 C- 1-1/2' wodlnq (aampnalm x , I.... t -1 a ray -era Fwd Ill. egml. The eater sar owner Ie mepone0le far any nameeory aeoptalbn w C -14-68 putl. The Properly oanr h rapmaUa fm my neemaay
emdeneltn or vein arvke, akgtatlm p, exMndm of valor sePA[a.
NOTE:
ALL METER BOXES INSTALLED W CONCRETE OR PAVED
DRIVEWAYS SHALL BE CAST -IRN EQUAL TO OLYMPIC
FOUNDARY.
EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON SOM
SIDES OF METER BOX
® PUBLIC WORKS 1 Y2" AND 2" WATER SERVICE LOCATED SM. PIdN - 320.2
4.4 DEPARTMENT IN PLANTING STRIP
MARCH 2010
W
z
J
IOU
LL
ola DIRECTION OF FLOW
2
C2
Of
3„
t7t_
I
6" MIN.
N.(TYP. ) UNION (TYR)
PLAN
3 "MAX.
Z � Z
0 b
I'T M
6 "MIN.
TO CITY
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKROW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE ", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING / L NG PERMIT FOR THE INSPECTION
OF INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST BE TESTED By A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS - CONNECTION CONTROL SPECIALIST, FAX NO. 425- 430 -7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
8 PUBLIC WORKS */4" TO 2" DOUBLE CHECK VALVE STD. PLAN - 348.8
4 4 DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2010
REGISTER SHALL BE TOUCH READ PIT LID
(Til AND BE II UGENT COMMUNICATIOi�
MI
ENCODER TYPE (ICE). METER MUST READ IN
OU. PC
4. 90' BEND (NJ)
TEE (mbft)
GAZE VNVE Dtom a
6° rum, ADAPTOR a
> °w6•D.I. _
U d EE (L)
Y➢DED STEEL COLLA C .
xwr
TOUCH READ PIT LID SENSOR MOUNTED ON
STEEL PLATE COVER THROUGH 2' DIA,
DRILLED HOE IN COVER. LOCATE HOLE 28'
FROM EDGE OF PIT LID AND RIBS,
PRECAST CONCRETE VAULT MMT1 2 3'x3' HINGED S
PIATE COYER. OUTSIDE CWENSIONS C- 8'x]' -0".
(EQUAL TO PIPE INC., Qi UVUW VAULT WITH
5] -]L -B, 2 3'a3' DIAMOND PLATE DOORS)
8 ,4" ON ]" A. VALVE (FLft)
ND- RISING SRI WI I HAND Ed
EQUAL 10 MUELLER CO.A- 2180 -6. I
G' OR CON PI GLASS LINED IJ / ///
DUCTILE IRCI PIPE CF 32 PRE.
LING Mo CORE Co. p" FROM PPA
EQUAL TO KS CO. SWPLEp By PACIFlL 3• 4•
WATER WORKS c INC. F {-
1Y
2 -3/4' SHACKLE R DOC PER CITY
IF OF RENTON SPECIFICATIONS
4' ac. BEND (MJJ
�- INSTALL IN TEST
13 ti 4' D.I. PORT A 2 "x2"
1 / BRASS NIPPLE WM
A 2" RESILIENT
„T VALVE BRASS GAZE
p 1 VALVE AND 2" PLUG.
IAI15 :2,_4. a' Full ADAPTOR
9
ro BMIOIxG
Cltt FAIVATa
R %TUG RYING
CEADMAN BLOC(
4" TEE REOUIREI] MM
(1) SHACKLING `M ME
el".4I f.7
MOUNTED M STET PLATE
TNYI PIECE CASE IRON VALVE BOX
COYER THROUGH 2" OIA.
EQUAL TO OLMPIC FOUNDRY CO.
DRILLED ROLE IN COYER
STANDARD B' TOP SECTOR. WIN
REGULAR BASE BECTON LENGTH TO R
VALVE NUT EXTENSION IF REQUIRED
(DWG BR46/PAGE 8090)
G°, 4' OR 3' OAIE VALVE
DIAMJ) EQUAL TO
MUELLER CO. A- 2360 -20.
rommING -
SfASBS OMNI -G2
6'.Y pR S Y�elwlNKO WATER METER (FL
EQUAL TO SENSUS SfiFIeMRGWIFMEiR)MM
1WCHREAD %RID I.C.E. REGISTER k SENSOR
MM 4 WHEEL HIGH RESOLUTION 10D, D CUBIC
FEET) REGISTER. FOR S METER, REDUCE AT PIPE GIPPORT
METER WITH 4"X3' NhL CONCENTRIC STANCHON BO
REDUCER. TO FLOW
GENERAL NOTES:
ALL METERS AND 8ACKROW PREVIDIMM DEVICE COMBINATIONS ARE
NOT SHOWN OR INCLUDED IN ME STANDARD DETAIL DRAWNGS. IF
YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED
MEANING WILL BE REQUIRED BY ME UTILITY ENGINEERING DEPT. FOR
ITS INSTALLATION.
ME PRINQPAL REQUIREMENTS REGARDING VAULT SING ARE ME
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM ME VAULT WALLS,
(WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM ME ENDS AND
ME SLOE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON ME
VARIOUS STANDARD DETAILS).
NOTE DEAOMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT
GEMS AGAINST SUFFICIENT UNDISTURBED FARM SO AS TO SUPPORT
ME DESIGNED THRUST.
PUBLIC WORKS 3 ", 4" & 6" COMPOUND DOMESTIC
DEPARTMENT WATER METER ASSEMBLY
6A" - 11 N.C. SOCKET HD 2" A.C.
SCREW 1 LONG
OR
f! (BRONZE AI S.S.)
< }y�y<1'Elp�f�i Jl' X z" RAISED PROs
6" CONCRETE
H-� CLASS 3000
12 Y."
14°
"-
12 As
CAST IRON RING AND COVER
45' (1/8) BEND
T B. gdF'
1 P`�
45• (1/8) BEND
2' -0"
SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2 IN UNIMPROVED AREAS, POUR A V -0" THICK, 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT SM. PLAN -409.1
DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011
9' OR 4" PExK CEMENT
LINED OUC ➢RE IRON PIPE
CUSS 52 I£NGM TO IT,
4' R.EaSUF FUNDED
NG ADAPTOR. ROMAC
STD. Pori - 320.4
MARCH 2010
W- 310104
CITY OF RENTON
/'
Approved by: ✓ l7 1 Date: oer' Z,703
Approved by: Date:
Approved by: Date:
Approved by: Date:
- 37o10q-
02013 TRIAD ASSOCIATES
5- 3 ?aJV�
J
O
Q
aC
3
E3
8 8
TRIAD
ASSOCIATES
12112115th Ave. NE
Kiddand, WA 98034 -6923
425.821.8448
425.821.3481 fax
800.488.0756 toll bee
www.idadassooatrys.11et
0
Foe.
2
U y
Ji � l 3
Uj
O
low
` LY+
v
II\
~ W W
oftio
LUW \ O
`4
Q.
Like
V
0
/�%
oee
V
A y
A y
d
z
GREGG T. .01"LA MS
HAW S HAIIIIIL1I PIS
PRDJ= 3061810E
/MARE C FLWK PE
PRD110 KKGBM
DENSE lFlIC M.,1
PHIWSf.T LAlDSCRE ABL'RTM
FRLTT SOBIRTI'AL DAM 10/15/12
sc TNT M.-
STAN NOT vim
UNAS SIGNID AND DATED
'°B NO. 09 -029
SHM N0' C4.3oF 15