HomeMy WebLinkAboutW-382906WATER DETAILS
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FIRE HIDRANT SHALL BE COREY-NPE Eg1AL TO IOWA F-5110 OR
COkAPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929, uUELLER
FLAN VIE
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SUPER CENTURION 200. AND WAlERWS PACER WHH 6' MECHANICAL
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JgNT INLET N1TM LUGS 5-1 /4 MAIN VALVE OPENING TW9 2-1/2'
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4' PUMPER
CONNECngJ Cltt OF' SEATTLE THREADS WITH A STORZ ADAPTOR,
VALVE BOX LID WITH
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4.6]5' SEATTLE THREAD % S STORZ, ATTACHED WITH 1/8" STAMlES$
STEEL CABLE 1-1/4" PENTAGON OPERAnNG NUT, TIRE HYDRANT TO
EARS IN DIRECTION
OF 2" SQUARE
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BE PAINTED VdTH TNtl COATS d• PAINT. KELLY-YOORE/PRESERVAPVE
WATER MAIN AND WORD OPERATING NUT
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PAINT No. 5]80-583 DTM ACRYLIC GLOSS. SAFETY YELLOW OR
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APPROVED EW AL PUMPER CpJNECnON TO FACE ROADWAY OR AB
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DIRECTED BY RENTON flRE DEPARTMENT. FIRE HWRANT E%TENSION TO
1fl MPX
to FT
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BE USED IF REQUIRED.
4" CONCRETE COLLAR
12, VALVES IN PAVED AREAS
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FOR
4-1/4" DIA.
1 8' MIN. THICKNESS
\ ` o NEw WATER L[NE
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YIN. 18' TO 20' BEHIND BACK OF
CVRB OR 12' BEHIND BACK Cf
SE-_ D -TA _ 2 PIECE CAST IRON VALVE
BOX, RICH -SEATTLE TYPE
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3' SgEWALK THAT IS ADJACENT TO
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1•' STEEL
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L.1..1
CURB
OR OLYMPIC FOUNDRY
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LENGTH AS REQUIRED
vERncAL CRDSS(MJxPu FDR PDLTpmclNc
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6,873" x S' STOR2 TWO-PIECE CAST
RON VALVE BOX WITH LUG
DNE BLwn FLANGE DN TDP WITH z•TAP a z'Pwc
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I 5'x5'x6' 1HICK CONCRETE PAD AROUND TrPE COVER.
EQUAL TO q.YMPIC FOUNDRY CO.
DNE HLwn FLANGE DN HDTTBM
HYDRANT. FlMSH TO MATCH SIDEWALK. STANDARD 8' TOP SECTION Wlhi REGUUR BASE
�y 1 8" MIN. THICKNESS
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E%PANSION JdNT AT SECTION LENGTH TO flT. VALVE NUT E%TEN40N
A6 REQUIRED-
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® BACK OF SIDEWALK
p-1 4" INSIDE MEASUREMENT
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CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A
fOR
2-1 /4" DEPTH
TEE cFLxru w/ cDNc. HLDCK
B- GATE VALVES (FLxMJ)
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PLANTING STRIP � STINSONITE
TWO-WAY BLUE REFLECTIVE
2- SOLID SLEEVES (MJl DR RD -MAC
COUPLINGS
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VALVE OPERATING
NUT
1- PLUG (MJJ w/2'TAP 4 TEMP.
TEMP. HLDCK
BLDw-BPF
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S-CTICN A -A EXTENSION
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COVER CONCRETE BLOCKING
Ex[srwc WATER uNE\
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QCONCRETE
THRUST @LOCK 4� MAIN LINE TEE. N11H 6'
6" GATE VALVE (FL X MJ)
FLANGE SRTE OUTLET.
AWWA C-509. RESILIENT SEAT
y1"�
8" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FlT
VALVE OP -RATION NUT EXTENSION NOTE:
3
�4'�
— ExISTTNc wnr[R uNE
2-3/{' COR -TEN STEEL TIE RODS.
Tfi" x 8' x 6' MINIMUM 1/2 YARD aF 1-1 /4" WASHED DRAIN ROCK
CONCRETE BEARING
EX EN SICKS A<E REQUIRED WHEN VALVE NUT
IS MORE TF AN THREE (3) FEET BELOW
3"
W � 111
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i" ABOVE B00T FLANGE. PUCE 8 M@
BLOCK UNpER HYDRANT POLYETHYLENE FllM ARWNp TOP AND SIDES OF
FIN SHO GRADE. EXTENSIONS ARE TO BE A
38" MIN.
FINAL coNNEcrmN nETAIL
W
GRAVEL.
N MINUM OF ONE (1) FOOT LONG. ONLY ONE
WIDTH
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E�ENSICK TO 3E USED PER VALVE.
FIRE HYDRANT ASSEMBLY
KO E: AL EXTEK SIGNS ARE TO BE MADE
cF STEEL, slzE� As NOTED, ANo PAINTED
W TH SNC GOATS OF METAL PAINT.
WHITE P S
62" �
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LEVEL ALL GRWNO
MIN 3' RADIUS
LEVEL RLL GROUND
MIN }• RAgUS
2¢"
222 W
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VAVJE NARK -R VOTES:
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1 ONE MAN ROCK
VALVE NARK=RS SHALL BE EQUAL
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TO CARSOVITE UTILITY MARKER
ELINEFVA�VS
VALVE MARKER POST
AFTER ALL TESTING, CLEANING HY PDLYPIG, ANn DISINFECTION,
REMOVE TEND, BLOCK a BLDw-DFF a CONNECT
r[NnL corvNecTiory er
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(, 6' CONCRETE PAO
MAIN - OUT3IDBE PAVED AREASL
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6' CONCRETE PAD
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FILL
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HYDRANT LOCATION IN CUT OR FILL
ExISTI"� WATER LINE
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PUBLIC WORKS
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FIRE HYDRANT ASSEMBLY
STD. PLAN - 310.1
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VALVE BOX, MARKER &OPERATING
NUT EXTENSION
STD. PLAN - 990.1
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xl.i C 1ti0�4s
77�1�^VI7V^
CONNECTION TO WATER MAIN
CUT IN-LINE TEE &THREE VALVES
STD. PLAN - 900.4
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MARCH 2010
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Pre CAST coNCRETE vquLT WITH 3 - 3'x 3' oNE EACH SIDE
a'x 2 1/z° FIRE DEPARTMENT DouBLE
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HINGEn sTEE- PUTS coveres. D MENslolvs
S a" ADAPTER, FLx SCREWED
cDNNECTION Fore STAND PIPE WITH
BREAKABLE CAST IRON HOGE CAPS.
MARKER
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FJS /SIC ��
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-8"x ,l' -2'v I' -Y EpVAL l0 VTILITY
VAJLT OR EQUAL 4"x4'x6" BULL HEAD TEE. FL
ONE EACH SIDE EpUAL TO GRINNEL
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Ip Ixc
MARKER MARKER
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MAL L
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TOUCH READ PI' LID SENSOR
MOUNTED m STEEL -LATE �
PIPE
FIG. 1682 WITH HOSE CAPS FIG. 1333.
fi SWING TYPE GFPVITT OPERATED
1-1 /2" ANU 2°' WATER SERVICE
DETAIL W
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COVEk hkOUG- 2" DIA. 6" FLx
DRILSD IIOLC IN CCVCIi. FL 2'-O" LO
CHECK VALVE. FL. EQUAL TO
MUELLER LO. A-1600-6 WITH BALL
IN UNIMPROVED
� RIGHT -GF -WAY INSTALL METER p
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cguT ow. vALVE Box ssouLo NGT REsr oN
10 n 12
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THE BY PA55 ASSEMBLY SHALL BE \
DRw VALVE Ar BDrroM
PPE. LATER COMPACl10N IN AREA OF VALVE BOX
Box AT PROPERrr uNE WITH
12" LONG COPPER TAILPIECE �
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IrvaJom A Pam or nIE DETEcrore
wsT ALE EPDXY NON -SHRINK
GGVL] CAV SE THE BREAKAGE GF THE SERVICE
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DOVBL CI CK VA_JC g55CMDLY. l8" FOR 10" ASSEMBLY
D FOR 8" ASSEMBLY
GROUT (TYP-J
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5/8"x3/ ENSUS SRII (TR/PL) METER 1/2"
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5' PI FLx FL. 3'0' LONG
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TC2 l8 1/2" FDR 6" ASSEMBLY
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6"& 8" ASSEIABLY. 6" SHORT
RMIUS 90' BEND FL
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9'MIN.
12' MPX.
2
P
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10" ASSEMBLY 90° 8"%6"
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REDucINc BEND a.
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LEAVE ExPGs80
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G4lE vAL\E (R x M9) 6' 90' BEND FL
2-y
n 12
NG LANE ROAD OFFSET
ON SIDE STREETS WHERE THE
NEW UTILIN
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ev PAss NOT ALLGweD
MARKER TO INDICATE
HYDRANT IS WITHIN 20 OFA
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FGR IRRIcgn ON METERS
W -.IGH SIDE OF STREET
MAIN TRAVELED STREET, THE
$ 9
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12" ALL AROUND
2 6 �
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HYCRANT IS ON (4" FROM
DOTS OR PAINTED LINE)
MARKER IS TO BE INSTALLED
ON THAT MAIN STREET
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REDUIRED.
1D';8 6 FLx MJ ADAPTOR
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s BASE TO SUPPORT
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ALL DETEcraR DouBLE CHECK VALVE
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3� THICK ETHA FOAM 220J
PACK W�SANO
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ASSEMBLIEG SHALL INCLUDE RESILIENT
r\— /`1 DRILL 2' DIA- HOLE FOR
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10". B' CR 6" FLx P.E. SEATED SHUTOFF VALVES AND TEST PLAN
PIPE cal -H COLLAR 18" COCKS. AND APPROVED
10" ASSEMBLY 10"x10"xB"TEE FL
8" ASSEMBLY 8"x8"x6" TEE FL 6"
TOUCHFEAD DEVICE
OWLK-JOINT
COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN
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FiOV P.E. CRO55-CONNECTION CONTROL
10"- .5'-8' TONG p85EMBDEG PER DEPARTMENT OF
ASSEMBLY 6'x6°x6" TEE FL
/\ 2-1/2' MIN. FROM NEAREST
NOTE:
NEW DTLTY
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8"- 3'-E" LO\G HEALTH LATEST APPROVED LIST.
6"- a' -D" LOTc
10 . B . OR fi GATE VALVE. FLx Md
WITH womgraR posT- wolcATOB
AND FRONT EDGE OF PIT LIO
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THE CENTER OF THE HOLE IAUST BE AT LEAST 1" FROM
uNOERNEArry Rlfis uNLEss THE Rte sPgclNc ALLGws
MARKER
MARKER
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pOUBLE CHECK VALVE ASSEMBLY
POST VALVE SAME SIZE AS DOUBLE
4l
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THE NUi TO TIGHTEN AGAINST THE OPEN SIDE OF
IAORE THAN ONE RIB.
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INCLUOEs TWO RESILIENT SEALED
s11urOFF vALvcs.
CHECK VALVE (MUELLER CO. OR
LTIPGAL RIB
CROSSING DETAIL
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EDDAL,, PLANTED RED.
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10", a", ore 6" FurvccD cauPUNG
ADAPTER EDUAL TD ROMAG
ID', 6', OR 6" DDCTILE IRON
9LIwEENL CUHe �&RSIULWgLN�J' METER LOCATED IN PLANnNG sWIP
BFIWFFN f RR FPrRC nF q1"K SERV CE METER LGCATEG N PLANPNG STRP
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NOT TO SCALE
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cuss sz wPPLE PwE,
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CEMENT uNED, LENGTH ro FIT.
1- a" mPPee tee, nn new water mem-
2 4" lo,c X 2" bras= nlpple rvitn Nreedetl entle (MIPT}
I. z" tappea tee on new water roam.
2 4" long % 2" brws nlpple wltM1 tbrmtlea coos (MIPT).
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3. 2" resPlant seat rate valve wl[M1 tM1reodea coos, square operating nut,
3. 2" rasAlent seat gate valve wM Inrmaetl entls, squora operafing nut, ono
e
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TOUCH READ PIT DD SENSOR MOUNTED
antl valve nut e. en n II raculretl (see standard tletad 330.1).
eio
valve nut extension If required (ree slondord datall 3301)-
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ON STEEL PLATE COVER THROUGH 2" DIA-
N �TE'
9 Iwo Vece m.,mn valve hoc Slantlartl 8" top secban with regular
"lu
a T piece cost Iron wloe box Standard 8' top sedlon wIM regular hose
'leg
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� pRILLED HOLE IN COVER
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se^Gan, lere[M1 to Yit t 2" brass busM1in (MIP x
yne eo�r q
saa6on, lan9m to fit fyna Oo.ar.
"
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36'TO 42'
FIGT)
6- two
% 1-1/2" nex brass busM1ing (MIPT x FIPT). 2 eccM1 1-1/2" braes or
FOGR LANE ROAD OFFSET
FIVE LANE ROAD OFFSET
2
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LOCATE VAULT IN PLANTING AREA. NOT IN PAVING.
& 2 etch 2" brass or -�anze ni les 6' len IM1, threetlea entls. 2 coat
pP
bronze nipples fi IengtM1, tM1reeded ends 2 eecn t-1/2"-90' brass ar
MARSER TO INDICATE WHICH
MARKER TO INDICATE WHICH
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z"-sD' brace c, "rn,ze ebnwx (FIPT x FIPT).
bronze elbpwe (FwT x FIPT).
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2 4" AND LARGER BENDS AND TEES TO BE CAST
6" PIPE
6. 2' (MIFF x mnpre=son Etiing Fortl C84-66 or equeL
fi. 1-1/z" (MIPs) x compression Flttln g, Ford e6Y6fi or equoL
SIDE 0� STREET HYDRANT $
$IDE GE STREET HYDRANT $
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IRON GEMENT LINED-
FL. x SGREW
Z Y so': mppar tubing type K or brass nipples (MIPT x MIPT], IsngM to
]. 1-1/z' salt capper tubing type K or bras nrpples (MIPs c MIPT), lengkn
ON (L" FROM DOTS OR
OVI (G" FROM DOTS OR
Y v v U 4I
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18' FOR 10" ASSEMBLY 1]
I/z" Fore e" AssEMaLY to
ff
s. a m d d n ae= qq" .I.
to !t.
a. 1 1/z' tnreaaea erase sG' eu far Fara Laa n ar equm.
'HINTED LANE DIVIDER)
PAINTED LANE DIVIDER)
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3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/p^ FOR 6" ASSEMBLY 2-6
!ACNES AT THE TIME OF INSTALLATION TO CENTER
3 2 -.
s. a I n el:.r xiln by -Foss For6 VUH a6 -12B -11-]I (x 1]-J/16"
), Vcconold Bross: 308J1SWUFFJ]5 or Mueller B-1 a1]-2", wiM llorgetl
9. 1 1/z' Customsetter WIN by posy Fortl: VeH 86 -128 -11 -fib (x
13-3/16"), MCDonsltl Bross'. 30B612WDFF665 or Mueller B-142]-1 1/2",
N `7A1/ .
THE =1=- IN VAULT OPENING. AFTER COMPLETE 5/0"x3/4" INVENSTS
angle ball valva antl patllcck wings an inial, antl ongls check valve
with 9angetl angle ball valve antl padlock wln9s on inlet, antl angle <lieck
HYDRANT MARKER$
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INS AL_An04 REMOVE hE IEMPORART SUPPORT TR -PL METER PoTH J'-2"
ANG IVaTALL ADJIATA� E PIPE SUPPORT.
out¢, ball valve on bypass wi<M1 paalo<k wings. Cus<omse!!er aM1al
orae rerticol Inlet antl outlet
valve outlet, ball valve on bypass wiN padlock wings Cus<omsetfer shall
M1ave verCmel Inlet and outlet.
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ICE REG6lER
a. wsTAm_ GALvgwru uoDER FDR AeeEss. 6" MIN. DRAIN TO DAYLIGHT OR �
lD. Ri9ia „ale, n=.eoae, m be aePPuea ana msmuea m meter set<e, br
e0n.reemr.
11. N t moll be I'ea 'ns<olled b Lf !Renton
10. Rogia meter epreeaer m be aeppnea nna Inemnea m meter aener by
e o-aetor.
1t. Wafer be b Cf f Ren<on
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STORM DRAIN SYSTEM WITH
5. AFTER FELD IN£TA CATION, MAIN ODCVA AND CATCH BASIN OR MANHOLE ��.
6" 90' BEND FL
r a and
s pp Y Y o upor
p ym I I relatetl water meter !ee ono mt'sfoctory pressure antl
meter sM1all suppled Ond nstalma y y o upon
payment Of all related wafer meter fee and sofsfoc<ory pressure and
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BY CCJq AUS 3'_ TESTED SATISFACTORILY
p / 1 „_
purity tests.
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12. J 30 PI C eter box equal to Md States Plast cs Inc. BCF ser es
12 1] x30" Plasia meter box equal [o Mla States Plasties Inc. BCF Series
+
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BT A DEPT, 0= HEA TH CERTIFIED BACKFLOW
GALVANIZED
IJSBC 1J 0 6 'M 2 th k U II n tl'omond plate cover 18'x31
MSBCF 1]30 18 '[M1 2' Leek Duc['le 'ran damontl plate cover 18 x31'
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ASSEMBL" fES1ER TEST REPORT TO BE SUBMITTED �
STEEL LADDER
eq I I!tl t PI T I .MSCBC 1]3G R w N 2 arlllea M1ole
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equal to M 4 St tea PlosCce Inc. MSCBC 1]3D R wIM1 2' tlrlletl M1DIe for
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TO CIT" OF RENTON WAT R UTILITY ENGINEERING .
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memmm v L Fa
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DEPT. PRIOR TO ACTIVAIICN OF NEW LINE.
13, pf g p FIPT) kM1 2" plug (MIPT) Fortl C 14 66
I Tn f- ble for
1S. 1 1/2 coup) g ( p a FIPT) call, t 1/2' plug (MIPT) Fora
C l4 fib I. Tn ty 's for
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COMPACTED FOUNDATION
s' eq p p. er capons any necessary atloptel o, Or
aran� a, D w..ar ea Hca.
or equ p p caner responsble any necessary
maPmtron or a.<ans Dn of wa<ar aen:ea.
v O �$�
Or
6. INSTALL BRA55 $" FLARE TEST COCKS WITH $" cregvEl
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C
RAnc CAPS_
gpJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TD FLOOR.
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A L MEE: 30XES INSTALLED IN CONCRETE OR PAbEO
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JRrvewA-s SPALL BE CAST-IRON EouAL TG oLYMPIc
=ourlc ARV.
RA SO
PHVM=AT MARKER TYPE 88 AB
By:
DOT@:
STINSONITE TWO-WAY (BLUE)
,8
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%PANS DN JO VTS (JUST BE INSTALLED 12' MINIMUM ON BOTH
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SIDES OF METEF 30%-
BY:
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1 %z°°' AND 2" WATER
SERVICE LOCATED
3TD. PLAN - 920.2
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9TD. PLAN - 910.9
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6",B" 8 TO" DOUBLE DETECTOR CHECK
SID. PLAN - 980.2
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ASSEMBLY WITH STANDPIPE OUTSIDE
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IN PLANTING
STRIP
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HYDRANT MARKER
LAYOUT
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�'.`�-� llN:YAH'1'MENT
INSTALLATION
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