HomeMy WebLinkAboutR-397732B' ADAPT. (FL X MJ)
9" k 4' TEE
(FL x FL)
gi,
CONCRETE METER BOX. V
FOGTITE NO, J2GS WITH HINGED, BUD. FLG. THRUST BLOCK SPRING LOADED LATCH IN LID, OR (TYP)
EQUAL. COVER TO BE REINFORCED (SEE DETAIL)
FOR H-20 LOADWC & MARKED
"8LOWOFF"
PLACE BRICKS BETWEEN - -
THAUST BLOCK & BLD- FLG.
PLAN
4" PVC THREADED PLUG
w/ 2' SQ. NUT
THREADED FLG.
16-/ 24" CAST
IRON VALVE BOX p py
16-2A-
4" ADAPTOR (FL x MJ)
3" RISER
SHACKLE RODS (TYP)
4" 90' BEND (MJ x MJ) 4' Q.i.P, S'x 4" TEE (FL x FL)
SHACKLE RODS 4' G.V. (FL x MJ) W/
2" SO. OPERATING NUT
ELEVATION
NOTES',
1, LOCATE BLOW -OFF AS CLOSE AS POSSIBLE TO MAIN, OR AS DIRECTED BY DISTRICT.
2. SHACKLE RODS TWO EA. 3/4- CALV, STEEL TIE RODS WITH ONE HEAVY COAT OF
COAL TAR PRESERVATIVE ON TIE RODS. NUTS AND BOLTS AFTER INSTALLATION
OR MEGA -LUGS.
3. MARKING POST NOT NEEDED-
4" BLOW OFF ASSEMBLY FOR 8"
w 8L LARGER MAINS -IN PAVING
a- NTS
G
CALL 48 HOURS
BEFORE YOU DIG
F 1-800-424-5555
a
HORIZONTAL BEND VALVE ANCHOR PLUGGED T
J L
4A"
TEE OFFSET PLUGGED CR
2-7"BARS
77-7
VERTICAL BEND ALTERNATE PLUGGED CR
VERTICAL SEND
i
STEEL SHIM PLATE NOTES:
'r
1, ALL CONCRETE FOR SLOCKING SHALL BE
FIVE (5) SACK MIX,
2- ALL BLOCKING SHALL BE POURED AGAINST
--BLANK PLUG FIRM, UNDISTURBED EARTH,
PLUGGE❑ END FOR 3- BLOCKING AGAINST FILL MATERIAL, OISTURBEO
OR POOR SOILS SHALL BE DESIGNED BY
FUTURE EXPANSION DISTRICT ENGINEER.
w CONCRETE BLOCKING DETAIL
NTS
F'riLL
Ruth Hill, LLC Tel 425.869.9448 www-rothhill.com
11130 NE 33rd Plaoa, Suite 200 Bellevue, WA 98004 N❑
REVISION
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ERGLASS 20/20 MESH SCREEN
SCH. 40 GALV- PIPE
UNION
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FIRE HYDRANT ASSEMBLY RESIDENTIAL VERTICAUROLLED CURB
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FIRE HYDRANT ASSEMBLY PLAN VIEW
FIRE HYDRANT ASSEMBLY GRAVEL SHOULDER
AE t!'4i. A.W daax Ww[o 5
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FIRE HYDRANT IN CUT FIRE HYDRANT IN FILL
FIRE HYDRANT LOCATION CUT OR FILL
w FIRE HYDRANT ASSEMBLY
4 NTS _
_-I_bimm
FILL W/r
VERMICULITE
FOR INSULATION
i
3- COMBINATION AIR
VALVE APCO MODEL 147C
OR APPROVED EQUAL
CONCRETE METER 8OX FOCTITE
NO. 3 OR EWAL •/ STEEL DIAMOM
PLATE DD 22i x 33i LO. MIN.
USE TWO 15' DEEP SECTIONS, MIN.
SET TOP OF 807E FLUSH W1 GRADE.
PLUG AND COUPLING
4' THICX CONC. OR ASPHALT
PAD 2• AROUND BD% &
VALVE
BOY
FINISH GRADE
t a'x 24• cAsr IRON
VALVE BOX
O
3' MAY
a
N
a O
3' BRASS
cg
PIPE
_
SVANG
JONT
3
SOLID 90NCRETE--/
BEARING BLOCK
REDUCER
4'R 8'x 16'
2• GIX P- STOP.
FORD F85W. 2-
3" GATE VALVE w/ 2
IPT BOTH ENDS
SOUARE OPERATING
NUT
MD2,
I. PIPE AND FITTINGS FROM MAN
- -
TO GATE VALVE SHALL RE BRASS
CONFORMING TO AW'RA CAD0. ALL
OTHER PIPE AND FITTINGS TO BE
3' SOH, 40 GALVANIZED STEEL
DOUBLE STRAP SADDLE
UNLESS OTHERWISE NOTED• TAR
ROMAC 202% 2' LPT
COATING RECURRED BETWEEN MAIN
WATERMAINS
& BOX FOR AIR VAC. 10" & LARGER
2. ALL ABOVE GROUND CALV. TO BE
PAINTED FARYE$T PAINT CASE
YELLOW PNf x3472, TWO COATS-
3- SIWNG JOINTS SHALL BE DOUBLE STREET
ELBOWS OR 2 9(Y BENDS do NIPPLES_
w 3" AIRNAC VALVE ASSEMBLY
16 NTS
' : gym' AM CITY OF
AS SHOWN 7K RENTON
D,gTUM Planning/Building/Public Works Dept.
Approved For Construction
WATER DISTRICT NO. 90
APPROVED
CONSTRIICTI
DRAW. JDATE' q '
NE 4TH WATER MAIN IMPROVEMENTS
WATER DETAILS
3/2/2D32
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