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1-1/2" AND 2" WATER SERVICE DETAIL
IAURSIN; VALVE BOA SHOULD NOT REST ON
PIK, LAIEA CW ACTW. IN AREA BE VALVE BOX
COULD CAUSE THE BREAKAGE OF THE SERVICE.
A - A/I DOLL 2- DIA. HOLE Fart
HPTWCHREAD SEMI
2-1/i MIN FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL Re-r
9FTMFM 0. = ! < MA
1 20 topped tee, an new wart. math
z. 4' I" % 2- brute Reple with mromed mile (MIPT).
3. 2' r"M t seat gate wAD with threoad ends, mums operating nut,
and rdn nut extension It rmulrwa (ewe st rdard AND 330.1}
4. Twit piece cal ion Rlw box. Stanford 8' tap auction with regular
base extlm. length t0 RL lug' type Oliver, 2- bite bus leg (MIPT x
R
5, 2 each 2' bans or Mmze results 6' lmgh. Treaded nips. 2 each
2'-BD' brute or maze Obows NET x FlPT),
8: 2- (NPT) x cawnp e"Im Biting. Fort C84-88 or oxce
J. 2" teat copper tubing Ilse 9 or brass nipple (MIPT x MIPT). length to
BE
6. 2' threaded brass 9001.
4 Y CueRmeauer with by -pax Ford: YBX M-128-11-77 (A 17-3/I6-
)lnye onI1d Shareidees 3o 7155dimotsingenil ar All 8-1427-V. with mermerged!ge
outlet, both mxw on bypoes WIND mekwl-'rl WNT&a pClulstorl eHm wave
hope wertica stet end suet.
la. R19M mete preaex to be supplied mM Namlee In meter ester by
mtractor
11. YqM meter Shall be Supplied and Induled by Cry of Renton upon
poR"anl AT all relotef water meter fen and satisfactory measure and
why Les.
12 VFXW Plastic meter box awal to MId-Stale Plash. Inc BCE Series
MSBG 1730-16 with 2' thick Oxide Iran ebmond date cow 16'rsl'
meal to Mid-Stalee PlmO% Inc. MSCBC-1750-11 slur 2- dlaed Nola
for twmreed pit nil, one mother read see.
13. 2- coupling RomwnMm x For) with 2' plug (MIPT). Ford C-14-66
or equal. Tie property owner Is mi ponsYh far my necessary adaptation BY
exlenam of ester snore.
NOTE:
ALL METER BOXES INSTALLED M COMBINE OR PAVED
DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC
BOUNDARY
E%PANSHON JCMTS MUST BE INSTALLED 13' MINIMUM ON BOTH
SIDES M MET BO%,
a�
Bell
F;eC
RPM
IN UNIMPROVED
FIGHT-OF-WAY INSTALL METERIt
BO% AT PROPERTY LINE DAN
13' TANG COPPER TAILRECE
g
9' uIN.
IY' NAM.
BILE
3
1VE EIP05E0
$
n=
12•
-aY PAW NOT 011pMFlI
FOR gRIGARGN METERS
7) l"
-CR mm ROCK
BABE TO SUPPORT
VAULT.
CAST IRON OR BUBBLE IRON WATERMAW
1102
THE CENTER OF ME HOLE MUST BE AT LEAST 1' FROM
UNDERNEATH RIBS UNLESS THE INA SPACIG AF OMS
THE NUT TO TGTHEN AGAINST THE OPEN SIDE OF
MORE THAN CIE RIB.
STRIP
BETMEEN CURB k SIDEWALK
1. 2' topped to mtty man,
2. fang K Y braenew
lnayre with threaded epee (MIPT).
3. Y rwhimt east Date ROAD with th,soaee me; muds" manalilp nut, and
Rlm nut exhinoan R nuked (swa sawn cal 330.1).
4. Two piece Poet IS, vine be, Stmamd 6' lap motion with ,equlit sax
section, la stin to ft iup' type coop.
5. 2' % I-1/Y he, bran buMMq (MIPT x FIAT). 2 each I-1/3' beds or
bronze nipples 8• Im9tq tMweed ends 2 each 1-1/2--90' bras or
brmee abase (FlPT x FlPT),
8. I-I/Y (MIPT) x cmn wmmon string. Ford C84-68 or mud.
J. 1-1 6/ Due ideal luture tpae K Am bona nipMae (MIPT x MIPT), length
B. I-1/Y IbeMed brass SIP NI. No Ford L44-77 or usual.
B. 1-1/2- Custpmxtter with brpms Faid: VHN 88-IM-11-66 p
MoOmald III 30B612MM665 or Moller 0-1427-I 1/2'.
with tonged bell poll Rlme and Padlock wage an inlet, one aloe Cheek
valwe eunal, bull have m blpaae with podbck Range. Lmtamxum elwu
have herBPd tied and eweL
10. Riga meter mrama to w Rrophed and Instalaa In miller al by
costrodar
Tt. WLer meta shell be mupplMe and butpled by Ely of Realm upon
Payment of all ratted wbtm meter fop oM sminsfi try pressure and
purity teals.
12. IYx30- All mNa be, awal to Mid -States Pal Inc. 8CF Senn
MSBCF 1730-15 mth ]" thick Ouc19e Iran ambmd plate Dower 107,31-
wwmI Do MM-Stbtn PmUI Inc, MSC13C-17340-11 with 2- &ADS hole for
laidoaW pit lid
13. 1-1/2" curler (comWeo A FIAT) with I-1/2' plug (MIPTk Fora
O-14-BB m equals The property alum Is rg malde far my necessary
odptalbn or eAmean of water seance.
PUBLIC WORKS 1 ?2" AND 2" WATER SERVICE LOCATED SM. PLAN - 320.2
REPAR'I'M69'I' IN PLANTING STRIP
MARCH 2O10
185 AND 2 INCH WATER SERVICE
Know what's be
Cell before you
A A
PLAN VIE
WATER
VALVE BOX LID WITH
EARS IN DIRECTION OF
WATER MAIN AND WORD
"WATER" CAST INTO IT
12, MIN,
18' MAX.
4" CONCRETE COLLAR FOR
LP, VALVES IN PAVED AREAS
SEE DETAIL `� 2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDRY
w� W VALVE OPERATING NUT
SECTION A -A EXTENSION
VALVE OPERATION NUT EXTENSION NOTE
2" SQUARE
OPERATING NUT
4-1/4" DIA.
1/8' MIN. THICKNESS
1" STEEL
LENGTH AS REQUIRED
1/8" MIN. THICKNESS
- 2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
EXTENSIONS ARE REQUIRED WHEN VALVE NUT T
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A 38"
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE fit.
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
H
24"
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL 1
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST
MAIN LINE VALVES OUTSIDE PAVED AREAS
3M. PLAN - 220.1
" 4 PUBLICWORKSVALVE BOX, NUTARKER & EXTENSION
FRAYING
MARCH 2O10
VALVE BOX DETAIL
ERMITTED,ELIABL IMPART, BY NOT RESPONSIBLE
WHILE THIS FORIT ACCURACY,ORMATION ORELIEVEDTO OR
BE
fiEISSIONS ICH ISNOTVE BEEN INCOFOR ITSACCURACY,ORCUMENTA
OMISSIONS THOSE
MYHAVEON
MO TXISO VlV DTO
RECORD IATEDDOCUMENT
ARESVLT. TXOSE RELYING ON THIS RECORD DOCVMEHTARE ADVI&EOTO
OBTAIN INDEPENDENT VERincATION OF RSACCURACY BEFOREAPPLYING R
ML
ML
SK
"" amine
NO.
REVISION
BY
DATE
APES
.rrnam
PERMIT#
11-1/4' BEND 22-1/2- BEND 450 BEND
t
CAP
TEE 90° BEND
®r
C
a€ >
THRUST BUNCKK MEANING
FACE OF afan6MidpuSURED
IN SQUARE BEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN E-DIAMETER AND FOR SOIL TYPES
DIFFERENT MAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2, ALL BLOCKING STALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3, ALL POURED THRUST BLOCS SHALL BE BACKFlLLED AFTER MIT 1 DAY. PRESSURE TESTNG
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSYE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST WE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT STALL NOT COVER OR ENCLOSE BELL ENDS. JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND STANDS STALL BE PROVIDED.
• PUBLIC WORKS CONCRETE BLOCKING FOR 9TD. PLAN - 330.2
e4 DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2O10
THRUST BLOCK eEnremc nre6A IN saunRE FEET (SEE NOES) Fore HORIZONTAL AND DOWMwnreo NERncAL eENOs
SOIL
FIRM SILT OR
DLMppLT SAND
COMPACT SAND k GRAVEL
FIRM saTr snub
90'
15' BEND
nld'
90'
95' BEND
n16'
90'
45' BEND
nth
FIT➢NG
BEND
ME
CAP OR PLUG
Jeff33 1/3'
BEND
TEE
LAP OR PLUG
k 32 1/3'
BEND
ME
CAP Cfi PLUG
k 22 1/2'
BEND
BEND
BEND
a'
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az
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6°
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94
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19
5.0
8'
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11.J
BA
B.d
]6
0.0
63
6.3
2.$
12'
53.0
3L5
3].5
1So
2fi.5
IR8
18.8
J.5
20.0
14.0
160
5.fi
AREAS CALCULATED qJ J00 P51 ZEST PRESSURE. 3'-0" MIN. COtT.A FOR WAIERMAIN LESS THAN 13',
4'-0' MIN. COVER FOR WAIERMPIN 12' OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = D5 x DEPTH OF TRENCH
MIN. HEIGHT CF THRUST BLOCK (R) = D.D. PIPE 4 1.0'
THRUST BLOCKING
CITY OF
' RENTON
DATUM
Planning/Building/Public Works Dept.
01DOW
T A C O M A • S E A T T L E
S P O K A N E • T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEE. 253.383.2572 FAX wWwahbl.com Wes
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WALKER MAZDA DEALERSHIP
PERMIT SET
AHBL JOB #2180100.11
WATER NOTES AND DETAILS
7/29/2019
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W-406707