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FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CI OW MEDALLION: M N. H 929, MUFII FIR
SUPER CENIURION 200, AND WATERLILS PACER W'TH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY 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 NUFIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT KF1IY-MOORF/PRESFRVATIVTF
PAINT No. 5780-563 ')TM ACRYI IC CI OSS, SAFFTY YFI I OW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN '8" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3° SIDFWA.LK THAT IS AC,,ACFNT TO
CURB
�4.875" x 5" STORZ /- TWO PIECE CAST IRON VALVE BCX WITH LUG
5'x5'xF." THICK CONCRFTF PAD AROUND / TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
/ HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE
0M7 i EXPANSION OINT AT / SECTION LENGTH TO FIT. VALVE NUT EXTENSION ,
BACK OF SIDEWALK AS REQUIRED.
Z CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A
/rOR PLANTING STRIP / STIMSONITE TWO --WAY BLUE REFLECTIVE
36" MIN
COVER CONCRETE BLOCKING
CONCRETE
THRUST BLOCK
\ MAIN LINE TEE, WITH 6" FLANGE SIDE OUT -ET,
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
1,
v-6" DUCTILE IRON PIPE, C =MENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEE_ T E ROD-_.
1F, x 8 x 4 MININUM J 1 /2 YARD OF 1-1/4" WASHED DRAIN ROCK
uRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL
flOCK UNDER HYDRANT PCLYE-HY_ENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
✓LEVEL ALL GROJP<D
LEVEL ALL GROUND
MIN 3' RADIUS
-- MIN 3' RADIUS
Y `
\' ONE MAN ROCK
6" CONCRETE PAD
L 6" COINER PAC
CUT FI LL
HYDRANT LOCATION N CUT OR FILL
f� STD. PLAN - 310.1
P BLIC WORKS FIRE HYDRANT ASSEMBLY
DEPARTMENT ;A1,C;f I ,'C 10
A A
PLAN VIEW
WATER
> VALVE BOX LID WITH
EARS IN DIRECTICN OF
2" SQUARE
WATER MAIN AND WORD ✓ OPERATING NUT
"WATER" CAST INTO IT
12" MIN ;
1B" MAX.,
4' (ONCRETF Ol_AR FOR
VALVES IN PAVED AREAS
/ 4-1/4" DIA.
12"
118 MIN. THICKNESS
SEE DETAIL-
��- 2 PIECE CAST IRON VALVE
/
BOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDRY
STEEL
1 -LENGTH
LENGTH AS REQUIRED
1,/8" MIN. THICKNESS
- 2-1/4" INSID'= MEASU <EMENT
2-1/4" DEPTH
SECTION A -A
VALVE OPERATING NUT
EXTENSION
VALVE ')P=RATION NUT EX-ENS!ON NOTE:
FXTFNSIONS ARE RFQUIRFD WHFN VAI_VF NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TC, BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE UPER VALVE.SED E
NOTE: ALL EXTENSIONS ARE TO BE MADE
CF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF META'_ PAINT.
VA'-VE MARKER NOTES:
VA'-VE MARKERS S'-A'I-L BE EQUAL
TO CARSON!TE UTILITY MARKER
VA'-VE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
3„
MIN.
i WIDTH
�- WHITE POST
-_I 62"
24"I
VALVE MARKER POST
�'. PUT3t,IC" WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1
_
1>t,PAR('hIk v'L' NUT EXTENSION
I MARCH 2010
5-364004
A PORTION OF SEC. 4, TWP. 23 N., RGE. E., W.M., KING COUNTY WASHINGTON
-
i I
11--1 / 4° BEND 22 1 /2° BEND 45° BEND
CAP
TEE 90° BEND
-4PJST a PFA N S)H4P FEET (SEE NOTES) FOR HORIZONTA'_ AND DOWNWARD VERTICAL BENDS
OMPACT SAND COMPACT SAND Rc GRAVEL.
45' & ND 90 45' BEND 1 t%
1TTIN OR CAP OR '_UG & 22 '/2' BEND "-EC CAP OR PLUG & 22 1
TC BEND BENE
ry 4" I ! 4.2 4', i 29 2.1 2.1 1, l2 16 1.6 I-11
In E" 1 13.3 1 9.4 9.4 8 6.7 4.i 4.7 1.9 5,0 3.5 3.5 _ .4
u 8" 123.31 16.7 16.7 - . 1 : 113 8.4 8,4 3A 8.8 6.3 6. 3 - --~ 1. S
12" 153,01 37.5 37.5 1 5.D 26 5 18.8 18.8 7,5 20.0 1a.0 4.E 5.6
c
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FCR WATERMAIN LESS THAN 12'.
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER
MAX. HEIGHT OF THRUST 3LOCK (FT) - 0.5 x DEPTH OF TRENCH
MIN_ HEIGHT OF THRUST BLOCK (F-) = O.D. PIPE + 1.0'
TRUST BLOCK BE,
REA REFERS TO -
ICE OF BOCK MI
IN SQUARE FEET
NOTES:
i. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2- ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRJST BLOCKS SHALL. BE BACKFILLED AFTER MIN. 1 DAv, PRESSURE TESTING
SHALL CCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING Sh+ALL 3E CONCRETE CL 5 i1-1/2 ;.
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIB_E, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOAT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
I CONCRETE BLOCKING FOR STD. PLAN - 330.2
. PC FHIC WORKS I HORIZONTAL AND DOWNWARD - -
�� D7,PARr141\�VERTICAL BENDS c}�
I rel
all skyjMMP►.I
FINISHED GRADE E-EVATICN
L COVER (10 :NCH DIAMETER AND UNDER)
\.'J. C) FR: 12-INCH DIAMETER AND OVER)
NEW 'WATER MAIN POLYFIG
VFRTICAI CROSS FOR POI_YPIGS ING STATION:
TEVPORARY 2" GALVANIZED PIPE
AND 2." GATE VALVE
INSTALL 2" PLUG ON TOP BLIND FLAB ;,.;F
/ AFTER REMOVAL OF POLYPIG
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLI'
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG")
ONE B'-IND FLANGE ON BOTTOM OF ;ROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUM? OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
PL L_WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6_
DP BAR 'e1 NT WATER MAINS
z 120 VOLT ELECTRICAL OUTLET FOR
-, HEAT TAPE. INS TALL HEAT TAPE
a> FOR FREEZE PROTECTON
CENTER BACKFLOV'J
LJ
ao REDUCED PRESSURE ENCLOSURE
a �BACKFLOW ASSEMBLY -�{I
o (RPBA) \� 13„ MIN.
`
!!
3" MIN. / INSULATED ENCLOSURE
\ 3" MIN. "HOT BOX" OR EQUAL
3/8" X 4" ANCHOR-
BO'_TS PER
MANUFACTURER
\ 3" MIN.
CONCRETE SLAB z UNION I �- FINISHED
N \ GRADE
FINISHED
C,xAD I
x71w't'7T w't
GO DRAIN '
z j SEE NOTE 4
6" MINIMUM > I N- SLEEVE
FREE DRAINING / (TYP
GRAVEL z
s
CONN=CT TO N
WATER METER
IMMED'ATELY
ADJACENT TO
RPBA �� \
FLOW
INSTALLED VU/ APP'D. OWNERS ELECTRICAL PANEL. FRONT VIEW
MATERIAL PLR 'UPC DIRECT BURIAL OR IN RIGID METER SIDE
(SIZE AS REQ.) CCNDOIT PER ELECTRICAL
SIDE VIEW' PERMIT REQUIREMENTS.
NOTES:
1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's; MUST BE LISTED ON -ATEST LIST OF "BACKFLOW
PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF
WASINGTON DEPARTMENT OF HEALTH.
2 THE OWNER/A?PL'CANT MJST OBTAIN A SEPARATE CITY OF RENTON PLUMBING 'HERMIT FOR THE INSPECTON
OF THE INSTALLATION 0= THE RPBA AND PIPING. THE OWNER SHALL FURNISH, I'�STA.LL AND MAINTAIN THE
RPBA AND ALL PIPING AND .APPURTENANCES SHOWN ON THIS PLAN.
3. THE RPBA. MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL_
INSTALLATION, AFTER REPAIRS AND ANNUA'-LY TI-EREA=TER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON `NATER L-ILITY ENGINEERING DEPT., ATTN: WATER
UTIL'-Y CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241,
4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CON`'ROL MANUAL JIANDARDS
3" DRAIN FOR 1" OR SMAIJ FR RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA.'s, 6" FOR .3" RPBA'-.
5. RPBA AND ENCLOSURE SHA;_L B� LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
'S
PUBLIC WORKS REDUCED PRESSURE BACKFLOW STD. PLAN - 350.2
DEPARTMENT ASSEMBLY IN HOT BOX
•�,N„Tp'� MARCH 2010
SURVEYED:
DESIGNED:
J. KELLY
DRAWN:
TDS
CHECKED:
D. NASON
BY DATE APPR APPROVED:
D. GAVIN
SCALE
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1908
HORIZONTAL NAD 1983/1991
DATU M
REGISTEP, SHALL BE TOUCH READ PIT LID 4" POST INDICATOR VALVE
(TR-PL) AND BE ':INTELLIGENT COMMUNICATION (MJxMJ) ?AINTED BLUE
ENCODER TYPE (ICE). METER MUST READ !N
CU. FT. \ J- 2-3/4" SHACKLE RCDS PER CITY
OF RENTON SPECIFICATIONS
4" CIO' BEND (MJ) 4" 9C' BEND (MJ)
\ - ----- - - - i-'NSTALL IN TES-
PORT A 2"x2"
-- TEE (MJx:=L) t2" �, '3 LF 4" D.I BRASS NIPPLE WITH
w / GATE VALVE (FLxMJ) o 7' 0" ---� / A 2° RESILIENT
z
� V - .. SEATED BRASS C . / --- E ATE
(/ LADDER WITH �--� VALVE AND 2" P_UG.
z ( w �f-"
g/ LADDER
BARS , 2, 4'
4' FL.NL ADAPTOR PER OSHA 4" FLxMJ ADAPIUR
4° or 6" C.I. :... . ..:...
TO SUi_DING
FLOW
..� EPDXY NON SHRINK j\
/ GROUT y2'-4"
4" TEE (MJxFL)
WELDED S"EEL COLLAR -------! , GTY PRIVATE
TOUCH READ PIT LID SENSOR MOUNTED CN - -�
PIPING PIPING
STEEL PLATE COVER THROUGH 2" CIA. DRI'._LED HOLE IN COVER. LOCATE HO-E 2)�' DEADMAN BLOCK
FROM EDGE OF PIT LID AND RIBS. / 4' TEE J REQUIRED WITH
(FL) SHACKLING TO TEE
PRECAST CONCRETE VAULT WITH 2 3"x3" HINGED STEEL
PLATE COVER OUTSIDE DIMENSiCINS 4-8"x7'-0
(EQUAL TO PIPE INC, OR LTILITY VAULT WITH SENSUS MODE' �20R RADIO
577L B, 2 �x3' DIAMOND PLATE CCORS) READ PIT SET SENSOR
MOUNTED CN STEEL PLATE TAG PIECE CAST IRON VALVE BOX,
6".4" OR 3" GATE VALVE (FLxFL) I COVCR T IRDUGII 2" DIA, EQUAL TO OLYMPIC FOUNDRY CO.
NDN-RISING STEM WITH HAND WHEEL � � DRI_LEC HOLE IN COVER / STANDARI 8" IOP SF.CUON, WI-IP
EQUAL TO MUELLER CO.A-2380-6. J REGULAR BASE SECTION LENGTH TO =I-
6" OR 4" (FLxPE) CEMENT LINED
DUCTILE IRON PIPE CLASS 52 3'-6"
LONG WITH COLLAR 2)" FROM P.E.
EQUAL IU IHDSf. SUPPLIED BY NACII TIC / VALVE NUT EXTENSION 1= REQUIRED
WATER WORKS CO. INC. r"" 4 (DWG Bkc6-/FACE 8090)
I \ ✓ 6", 4" OR 3" SATE VALVE
(FLxMJ) EQUAL TO
MUF(LFIR CO.A-2:580-70.
.r
TO BUILDING -�-
FLOW I
12" AROUND
AL I CITY PRIVATE
s- 2" -�
PIPING PIPING
-'.,- 6" OR 4" PExPE CEMENT
-- - - - - LINED DUC-ILE IRON PIPE
c \ CLASS 52. LENGTH TO FIT.
6",4" OR 3" COMPOUND WATER METER (FL) J
11\
EQUAL TO SENSUS SRII CCMPOUND METER WITH
\
TOUCHREAD PITUD I.C.E. REGISTER & SENSOR /
WITH 4 WHEEL HIGH RESOLUTION (100 CUBIC ADJUSTABLE STEEL
L- 6" OR 4" FLEXIBLE FLANGED
FE_I; REG ,IEk FJ3 3" MET-R, REDUCE Al PIPE SUPPORT
CDJI I.iNC ADAPTOR, ROMAC
METER WITH 4"X3" FLxF_ CONCENTR'C STANCHION BOLTED
OR APPROVED EQUAL.
REDUC=R. TO FLOOR
GENERAL. NOTES:
ALL MEF=RS AND BACKFLOW PREVENIION DEVICE COM3INATIONS ARE
NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. F
YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED
DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR
ITS INSTALLATION.
THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WA'_LS.
(:WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND
THE SIDE CLEARANCE SHOULD BE AS TYP CALLY SHOWN ON THE
`VARIOUS STANDARD CETAILS,'.
NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT
BEARS AGAINST SUFFICIENT UND STURBED EARTH SO AS TO SUPPORT
THE DESIGNED THRUST.
PUBLIC WORKS 3", 4" & 6" COMPOUND DOMESTIC STD. PLAN - 320.4
N . DEPARTMENT WATER METER ASSEMBLY MARCH 2010
- CITY OF
RENTON
Planning/Building/Public Works Dept
-712 Civil Engineers
� S. Structural Engineers
WA `�G og S81,1,G j Landscape Architects
Community Planners
(.? Land Surveyors
Neighbors
�cl
IST
S'IONAL
NOTICE TACOMA • SEATTLE
PROFESSIONAL SEX � AND SIGNATURE PUBUCATION OF E 2215 North 30th Street, Suite 300, Tacoma, WA 98403
INS DOWLENT DOES NOT DEROGATE FROM RESERVED
OWNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE 253.383.2422 TEL
ONLY FOR THE PRO,ECT IDENTIFED IN THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, RI)KIDE OR 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
ADDITION TO THAT PROJECT OR FOR ANY OTHER PRO' 206.267.2425 TEL
DATE: -
EARLY CHILDHOOD LEARNING CENTER 6-22-2012
RENTON SCHOOL DISTRICT FIE.DE10m:
PAGE --
DRAWING NO:
SANITARY SEWER AND WATER DETAILS C8.4B
SHEET: OF:
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