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4SA
PIP
ARE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALUON; M & H 929, MUELLER
SUPER CENTURION 200, AND WAMROUS PACER M H 6" MECHANICAL
JOINT INLET NTH LUGS. 5 -1/4" MAIN VALVE OPENING, TWO 2 -1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4 PUMPER
4.875"SEA UE R SEATTLE THREADS NTH A STORE ADAPTOR,
4.8]5' ABLE. 1 THREAD X 5" STORE, ATTACHED WITH 1/6" STAINLESS
STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED NTH TWO COATS OF PAINT, KELLY- MOORELOW O RVATVE
PANT No. EQUAL. 5780-563 OTM ACRYLIC CONNECTION T SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY NS AS
DIRECTED BY REQUIRED.
FIRE DEPARTMENT. ARE HYDRANT EXTENSION TO
BE USED IF REWIRED.
MIN. 1 71 20" BEHIND BACK OF
O 1
CURB 2" BEHIND BACK OF
3' SIDEWALK 1 THAT IS ADJACENT TO
CURB
4.875" x 5" STORE
6x5'.6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK
® EXPANSION JOINT AT
.,. /-BACK OF SIDEWALK
16' x 8' x 4" MINIMUM
ONCRETE BEARING
BLOCK UNDER HYDRANT
C
CUT
TWO -PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88 -A
STMSON17 TWO -WAY BLUE REFLECTIVE
)ONCREM BLOCKING
MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT UNED, LENGTH TO AT
2 -3/4" COR -TEN STEEL TE RODS.
1/2 YARD 1 -1/4" WASHED DRAIN ROCK
I' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND LEVEL ALL GROUND
MIN 3' RADIUS IN 3' RADIUS
PUBLIC WORKS
DEPARTMENT
ONE MAN
6" CONCRETE PAD
6
6" CONCRETE PAD
El LL
HYDRANT LOCATION IN CUT OR FILL
FIRE HYDRANT ASSEMBLY STD, PLAN - 510.1
MARCH 2010
If RGE. 05E.,
ary rMVATE
14MC "Pod
1 -1 /Y AND 2" WATER SERVICE DETAIL IZ
rc RI UNIMPROVED Z
CAUTION. VALVE BOX SHOULD NOT REST ON t0 11 1 KE4X AT P -WAY NSTALL METER g
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
BOX AT PROPBRtt UXE MN
COULD CAUSE ME BREAKAGE OF ME SERMCE g 1Y LONG COPPER TAILPIECE g
9' MIN.
12" MA%. h
Cy J za S ii�
4 LEAVE E`POSEO N.
N 12'
BY PASS NOT ALLOWEB
FOR IRRIGARON METERS
2 3 6 ] 0
5 e CRUSHED ROCK
BASE TO SUPPMT
A - A VAULT.
VLO LL 2' DIA HOD Mit
REPD DEM CE WICK -JOINT
COUPLING x MPT CAST IRON OR DUCTILE IRON WATERYAN
2MIN. FROM NEAREST MOM
FRWL EDCE OF PIT UO THE @f1ER OF ME HOF MUST BE AT (FAST V FROM
UNDERNEAN RIDS UM£ss NE WB SPACNG AL1Aws
THE NUT M TIGHTEN AGAINS] NE OPEN SM CF
RIB � MORE MAN ONE ME.
M METER LOCKlED IN PLANTING SITUP a AFTER I OCAM IN PLANTING SM
BETMEEN OIRB h SnEWALx 1pm� Ma
1. 2- tapped tan, m net sots mdn. 1. 2' tapped lee on nor rats maM.
2. P long X V brow ni pq a
with gr edge wtla (MUST). 2 V long X 2' brow staple sign qr Weeded and (MIPT).
3. 2' rmllent mat gate n If into grwOW anrle. puma wr.1). rML 3. Y v nut ter .If nets with . Atetl wtla all oproUn9 out and
and Vdw not extension If box. Sd (aaa standard dotal J30J ). T. nut w.I so If lm box (vw NiMmtl , s 3301).
4. Ten piece mrt Yati wive ban. Sbntlatl 8. tap eeetlw with rtgWm 9. Two alas sat to vdw box Mankind B" fop wellon MIM1 rtgulu bwe
base wctlan. Iwgq to eU luq' type tour. Y bane OMM1n9 HAFT x 7X 1 Iwgq W NIL 'lug" type mw.
FIP 5. 2' % I -1 1-
TJ /2 bu bwm buMT9 (APT x APT). 2 each 1/2 bnw Or
5. 2 90' br bmor Or bronze nlPplw 6' I APT), Nroaded wdo 2 eaM Dmnze maples 6 Iwgq, Messes wdv 2 wW 1- 1/2' -90' bnn w
Y -90' bans m brcnie dbme (FlPT x 4p 6 brome dDme (APT x APT).
6. 2" (MIPT) x cw obIng t e fitting. a Ford 064-86 w aRUd. B. 1 -1/2' (MIPT) x copper luting 8tK o Fwd 084-00 ( PT x
), fiL antl copPV tubing tae K w bww nipples (MIPT x MIPT), Im9q W ]' ta1 /L" wR asps Wbnq type K w bane staples (MIPT x AIPn. Isgq
S. 2 threaded brass W' ell. 5. 1 -1/2" Wwtled brand 9D dl, for Ford LHd] or AND&
9. 2" Customdelter with by"paw Awe: MEN B6- 128 -11 -T] (x 17-3116' S. 1 -1 /0 Welammttr MM by-paw For@ VIN 811 - 1211-11 -66 Is
McDonald Brow: 306715 f777 Muster -1 ]
oral. , v1D 5 w uv e d O Z WNN Ranged 13O M.,) ono. b tvdu ][it odloax Mer w 4u W. Band .91 1/2',
uc ball wlw and padled[ rl4ge m tvlat, and Cust Cledh Wes wl Muded w9v ball on b wd patio p xM9a m I. and mglt MhoO
hull.!, boll vdw ono mm xi1M1 p"dlwk xingv WNwnaNlw Mall wlw whet, ball vdw w basso rlq padetl: wAq. tua[wnwf[s ndl
M1wa meter l islet antl on . Mw number Net and outlet.
10. Rlglrl mater spreader to De vupplitl .ne invlalbd in maM salts by 10. Rigid t ouw vpraadar to be wplYbd and Installed N males wHar by
Nr. met - Water met
11. p.en meta Mall be venter antl ifee e n by Cfty f Renton upon 11. Wo1er mNr May be nester meter Nrialletl s Dtyy f Rmlw upon
payment of all rolv4d wa[r meter Iw and saes %twy mwwre end paymet of all rdNetl xotu melt M aIW wlHbclary pressure end
atlt testa. d
p v pa tr taw•
12. 171x30' 730-1 meter box isi, O W ,men dfam rd plat Inc BCF AR' 12 MSx30' 7I 1 meta box e9Ud to Mid-States Bmliat Inc. BCF x3lw_
.1Am Mid -111 wiq ie t is. n.. M Iran tllamana pale rout WAR' MS ad 1]3KF18 wits i. qiN m, MIS cw d34-it Plate mw 18'xo
for .1 rend Biala Fiestas. m Inc. M !lid. 30-fl Mq 2' WOIM 11de eWd to pit If&tm PladUm. Ina MSO3G -1]b -R rlq 2' Mind! M1de br
Iw loaupling R ne we m lid. p .lm rwe a maen�.adap t na.
11 Y coupling Pr (compression u..' x APT)
m;,A q fe plug (MIPT), Fwd C -14-86 Id 1 -1/2" d. hewnpnwlm x er I) rem 1 -1 /Y plug (MPT). Fwd
w ym.W The property asst Ie nepon" ®le fw any newmary atlapiatbn w C -14-66 a psed, qa properly "ms b rwpm Ne fix my nwwery q.lr
exlwvlw oK wales amvxe. adoptotlm v lends of sots worsts
NOTE:
ALL METER BONES INSTALLED W CWCBEM OR PXVED
DRIVEWAYS SH41 BE CAST -IRON EQUAL TO OLYMPIC
FWNDARY.
EXPANSION JOINTS MUST BE NSTALLED tY MINIMUM W BON
SIDES OF METER BOX.
SW
4 4 PUBLIC WORKS 1 " AND 2" WATER SERVICE LOCATED STD. PLAN -'2
Y2
DEPARTMENT IN PLANTING STRIP MARCH 2010
w
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3 I-
LL
ELI
n.
o)d DIRECTION OF FLOW
2
(MIN.)
6" MIN.
6 "MIN.(TYP.) UNION (TYP.)
PLAN
3 "MAX.
Z a0 Z
o Ca
6 "MIN.
TO CITY
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBUES (DCVA'S) MUST BE LISTED ON LATEST LIST OF " BACKFLOW 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 PERMIT FOR THE INSPECTION
OF THE 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.
PUBLIC WORKS a✓a' TO 2" DOUBLE CHECK VALVE SMD. PLAN - 940.8
4 ®4 DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2010
REGISTER SHALL BE TOUCH READ PIT LID -
OR-PL) AND BE MM_JGENT COMMUNICATION
ENCODER TYPE (ICE). METER MUST READ IN
W. FT.
4. 90' BEND (MJ)
TEE I JxFQ
n;r CAR
VALVE (FIxNJ)
e FI wJ AOMT
w e° D.I.
13 UP 4" D.J.
T -O '
4" LEE (MJ,iL)
WDDED STEEL COLLAR
TOUCH READ PIT LID SENSOR MOUNTED ON
STEEL PLATE COVER TIRWGH 2' DA.
DRILLED HOLE IN COVER. LOCALE HOLE
FROM EDGE OF PIT UO AND RIBS,
PRECAST CONCRETE VAULT AM 2 3'x]' HINGED SIEEL
PLATE COVER. WRIDE DIMENSIONS 4'- 9'x7' -0'.
(EQUAL TO PIPE INC., OR VTUTY VAULT WIN
5] -]L -B. 2 3'x3' DIAMOND PLATE DOORS)
6. OR C (9,K) CEMENT UNED
DUC18£ IRON PIK C1_A9S 52 N -6'
LONG WN COLLAR 20' MOM P.E.
EQUAL TO NOS: APPLAo By PADnc
WATER WOGS W. INC.
IV
CITY
4' 90' BEND Dud)
INSTALL IN TEST
PORT A 2"x2"
BRASS NIPPLE WIN
A 2" RESIIJENT
SEATED BRASS GATE
VALVE AND 2" PLUG.
e RaMJ ADAPTOR
TO Ou.m.
O= TIVAIE
BBxG PlPlxa
DEADMAN BLOCK
e ME REQUIRED QUID
(R) SWACNUNG TO TEE
* OMMI• CZ
SENSUS MODEL 52M RADIO
READ PR YT SENSGR
MOUNTED ON STEEL PLATE TOO PIECE CAST IRON VALVE BOX.
COVER NRWCH V DIA. EQUAL TO OLYMPIC FOUNDRY CO.
DRILLED HOLE IN COVER STANDARD S' TOP SECTION. WIN
REGULAR BASE SECTION TENON TO A
VALVE NUT EXTENSION IF REQUIRED
(DWG SR46 /PA£ 009D)
6 ". 4" OR 3- CAM VALVE
(FLW.B EQUAL TO
MUSLLER CO. A- 2550 -20.
RI BNLDINL -�
SwI`5 OMNI -C2
0'.4' OR 3- KIedRD WAMN NETDi (F1.)
'3, EQUAL TO SFNSUS SAW'eeYPpWMMEIER 01N
TWCHRE].D RMD I.C.E. REGISTER & SENSM
MN 4 WHEEL HIM RESOLUTION W CN 1W ( WBI
rE METER REgSIr FOR Y METER. REDUCE AT FIFE STANCHION 80
METER R. 4'X]' iLSL COIWNMIC TO RODS
0D
RE1%ICEA. TO fLWfl
GENERAL NOTES:
ALL METERS AND BACKFLOW PREVENTION DEVOE COMBINATIONS ARE
NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF
YWR PARTICULAR COMBINATION 15 NOT SHOWN, AN APPROVED
DRAWING WILL BE REWIRED BY ME UTILITY ENGINEERING DEPT, FOR
ITS INSTALLATION.
ME PRINCIPAL REWIREMENM REGARDING VAULT SIZING ARE ME
LENGN OF FITTINGS OR MDR CLEARANCE FROM ME VAULT WALLS,
THEN SIDE CLEAR RMCE SHOULD BEMASMTYPICX1Y "SHOWN ON THE
S AND
VMKX S STANDARD DETAIS).
NOTE: MADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT
BEARS AGAINST SUFFICIENT UNDISTURBED EARM SO AS TO SUPPORT
ME DESIGNED THRUST.
G' CR V PEWE CEMENT
WED DUCIUE IRON PIK
MASS 51 LEMON TO DT.
6' OR a AYARLE FLMM)
COUPLING ADAPTOR ROYAC
OR APPROVED EQUAL.
PUBLIC WORKS 3",4"& 6" COMPOUND DOMESTIC 7' PLAN -920'4
DEPARTMENT WATER METER ASSEMBLY MARCH 2010
W - 11 N.C. SOCKET HD 2" A.C.
SCREW 1 LONG
OR
(BRONZE OR S.S.)
X2" x 2" RAISED PADS
6" CONCRETE
H-� CLASS 3000
12 Y4"
14"
11"
12 Y4"
14"
CAST IRON RING AND COVER
2' -0"
SAND OR
EXPANDABLE
FOAM
WATER TIGHT
PLUG
T45' (1/8) BEND
T 8.
1 P?
�P
1O
J�
�O
p' PIPE MATERIAL AS SPECIFIED
G� BY THE ENGINEER
45' (1/8) BEND
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 1' -0' THICK, 2' -0' SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
-
PUBLIC WORKS 8 OR 6 INCH CLEAN -0UT 8M. PLAN 408.1
4 4 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011
5- 310104
CITY OFI RENTON
Approved by: t/ Date: ' Zr2013
Approved by: Date:
Approved by: Date:
Approved by: Date:
®2013 TRIAD ASSOCIATES
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TRIAD
ASSOCIATES
12112 115th Ave. NE
Kirldand. WA 98034,6923
425.821.8448
425.821.3481 fax
800.488.07% toll froo
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