HomeMy WebLinkAboutW-38600413"x24" PLAST'C METER BOX EQUAL TO MID -STATES PLASTIC,
d6
tf
G)
48" MH 48"
INC. SCF SERIES tvMSBCF 1324-18 WITH 1.75" THICK DUCTILE
5"MIN 24 MIN.
21" 1. D._
CITY
PRIVATE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
24" I.D.
60" MH 60"
PIPING
PIPING
INC. MSCBC- i 324-R WITH READER L.11)AND 2" DRILLED HOLE
z
m
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
m
w
O
�
__,IN
IN UNIMPROVED RIGHT OF
Z
J I
-'
WAY INSTALL METER BOX AT
} '
PROPERTY LINE WITH 12."Lr-
LONG COPPER TAILPIECE.
w '
9" MIN
o I
SIDEWALK
O
Ix
12" MAX: I
a
—
FINISH GRADE
--.—
�l//--- /�--'..f
- ) z_ X
d w
I1
TOUCHREAD WATER
METER TO BE
+�
12"
=_ o o
SUPPLIED B`. THE
36" MIN COVER `" M i!
I %�
it
CITY
TYPE "K"
COPPER
SOFT
TUBING
N o 0
22 -1 /2'
NEW DUCTILE
!RON
WATERMAIN
fI
1= SERVICE LINE TO HOUSE IS ` 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
'NS T F.L L FORD C14-33 OR 44 RPT PLUG
CO;APRESSION COUPLING
L LOOP DOWN 10 CI=NTERUNE
OF WATER MAIN 10
PROVIDE SLACK IN COPPER L—.COGPERSETTER FOR 5/5�x3�=+.. "�1�T.=EK_ FORD
SERVICE LI?O WAFTER. VBH72-15W-44--33G, CR 'AcDONALD [iRASS: 21-215WCOQ33, OR
�
R: 3/4- 8--2470- �:'iTn ANUS BALL VALVE ON INLET AND
MUELLER:
SINGLE CHECK VALVE C^: OUTLET
1-- CORPORATION STOP WITH BALL VALVE-. FORD Copp _RSETTER FOR 1" %IETER: FORD VBH72-15W--44--44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-«15WCQQ44, OR MUELLER: 1-B-2470-2
(3/4" F61000-3--0) OR f= Y MCDONALD 47011, BOTH INLET .AND OUTLET WITH QU:CK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY tr1CDCNALD 47016 INLET ANGLE BALL VALVE rAND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE YtTH ;QUICK JOINT.
NI3TE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHAT L BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH' SIDES OF METER BOX.
DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
r 2-
f1/2" k11N. FROM NEAREST
I ^ AND FRONT EDGE OF PIT LID
`- TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
-7
v
v
AND 1" WATER SERVICE STD. PLAN —320.1
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS — POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER—POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE — `E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
�-
d6
tf
G)
48" MH 48"
' 6" MIN.
5"MIN 24 MIN.
21" 1. D._
54" MH 54"
8" MIN.
5.5" MIN. 24" MIN.
24" I.D.
60" MH 60"
8" MIN.
6" MIN, 42" MIN.
30" I.D.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED,
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N—SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
8'!D. PLO -400.1
PUBLIC WORKS STANDARD SANITARY MANHOLE
� DEPARTMENT SEPTEMBER 2011
PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
BOLTHOLES — 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
DIA B.C. (SEE DETAIL)
RENTON
SEWER
Wmaum
COVER & FRAME
PLAN VIEW
25' DIA,
[635MM] 1'
_ 3/4' [25mm]
[19mm]
El
8 3/4' L 2 1/2'
C222mml [64mm]
TYP
COVER SECTION VIEW
26 1/2' DIA
C673mml
25 1/4' DIA
[641mm] 1 1/16'
1/4' (6MM) DIA [27mm]
NEOPRENE GASKET
6'
l I
[152mm]
5/8' 23 3/8' DIA CL OPEN
[16MM] 1594mm]
27 5/16' DIA
(694mml
34 1/8' DIA
COVER BOTTOM VIEW
(3) BLT SOC, (ALLEN HEAD)
5/8'-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' f 1 1/16'
[6mm] [27mm]
[3MM]
1/8'
CR3MM]
GASKET GROOVE DETAIL
C867MM] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
STD. PLAN — 401
�;' ^ �� PUBLIC WONT MANHOLE FRAME AND COVER
�j DEPARTMENT DECEMBER 2008
2" BEEHIVE STRAINER
2"x2"x2" TEE
2" 90' BENDS
2" GALVANIZED IRON PIPE TO FIT
WASHED GRAVEL, PASSING
1-1/2" AND RETAINED ON
1/4" MESH FOR DRAIN
NOTE
2" OPEN PATTERN, RETURN BEND - 180'
2" GALVANIZED IRON PIPE FIELD
LOCATE
— 2" 90° ELBOW
CUT OPENING AS REQUIRED, AFTER
INSTALLATION, GROUT AROUND PIPE.
2" UNION
SHORT NIPPLE
2" CLOSE NIPPLE
2" UNION
17"x30" PLASTIC METER BOX EQUAL TO MID STATES
PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE
IRON DIAMOND PLATE. 18"x31" MSCBC 1730R
2" BRONZE GATE VALVE, SCREWED EQUAL
TO RED -WHITE VALVE CORP. FIG NO. 280
2" RESILIENT SEAT GATE VALVE WITH
' THREADED ENDS
2-2" BRASS 90' BENDS WITH CLOSE
NIPPLE BETWEEN BENDS
CLOSE
` I~VIPPE
2 CORPORATION STOP 90' BEND,
I.P. THREAD TO COPPER, EQUAL
TO FORD FB 500.
2" TYPE K SOFT -,
I COPPER TUBING TO FIT
DOUDLE STRAP SERVICE CLAMP WITH 2"
IPS TAP TO FIT, EQUAL TO MUELLER CO.
2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2"
IPS TAP TO FIT, EQUAL TO MUELLER CO.
AIR AND VACUUM VALVE 2" ASSEMBLY
APCO NO. 1452C OR EQUAL.
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
CAN BE INSTALLED.
LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN
PLANTING STRIPS, BEHIND CURB AND SIDEWALK.
' STD. PLAN — 340.4
2" AIR &VACUUM RELEASE
i ASSEMBLY
Know wnara below.
0811 before you dig.
•
d6
D
G)
z
O
z
=
C
O
-pp
z
m
m
m
O
D
D
n
O
O
C
Cn
'D •
m
�m
"z
z
m
cn
O
D
' O
Z
Ll
D
m
O
Ujm