HomeMy WebLinkAboutS-3627134' DI ECCENTRIC PLUG
VALVE (MJxMJ) WITH
VALVE BOX (PER CITY
G STANDARD)
M02
4' DI ECCENTRIC PLUG VALVE (FLxFL), W/Y TURN OPERATION
NUT TYP. OF 2. PROVIDE ONE OPERATION NUT HANDLE
4' DI TEE (FLxFLxFL)
4' DI SPOOL APPROX. 3' -2" LENGTH
4' Di COUPLING (RJxRJ) TYP. OF 3
4' DI SPOOL APPROX. 11"LENGTH.
4' DI FLOW
METER (FLxFL)
4' DI PIPE APPROX. 5'1 (FLxPE)
A
MO1
ECCENTRIC PLUG VALVE
PROPOSED FORCE MAIN SHALL BE
CONTINUOUSLY RISING, SEE
FORCE MAIN PLAN FOR DETAILS
4' DI SPOOL APPROX. 2'-6' LENGTH /
4' DI PIPE (FLxFL) APPROX. VI LENGTH J/
4' DI 45' BEND (FLxFL) J
4' DI SPOOL (FLxFL) APPROX. VI LENGTH, TYP. OF 2
4" DI SWING CHECK VALVE
(FLxFL), TYP. OF 2
4" DI SPOOL (FLxPE)
APPROX. III
LENGTH, TYP. OF 2
PRESSURE GAUGE,
TYP. OF4 M02
d /
n
C SHACKLE RODS, TYP. OF 3 LOCATIONS J
M02
1, 9„
T -7"
I 4" DI SPOOL (FLxPE)
L
APPROX. 2' -11"
LENGTH, TYP. OF 2
12" DEEP SUMP
AND SUMP PUMP
FLOW
METER
FICA
r
ePIPE SUPPORT,
Moe TYP. OF 8
PUMP RAIL. SEE
DETAIL THIS SHEET
SUMP PUMP DISCHARGE PIPE,
PROVIDE ISOLATION AND CHECK
VALVES NEAR SUMP PUMP
ECCENTRIC
PLUG VALVE
CHECK
TEE � m VALVE
1" PVC DRAIN PIPE Q
MECHANICAL NOTES:
1. ALL CHECK VALVES, PLUG VALVES, AND GATE
VALVES SHALL BE FUSION - BONDED EPDXY COATED
INSIDE AND OUT. SEE SPECIFICATIONS.
2. PIPING IN WET WELL, VALVE VAULT, AND MANHOLE
SHALL BE PAINTED PER SPECIFICATIONS.
SUMP AND
SUMPPUMP
4" DI SPOOL (PExPE) APPROX.
T-O' LENGTH, TYP. OF 2
ACCESS HATCH
OPENING, TYP.
4" DI 90"
(VICxVIC),
TYP. OF 2
SUBMERSIBLE
PUMP, TYP.
3' PVC WET WELL
PASSIVE VENT. SEE
DWG. C04 FOR
CONTINUATION. 204
C06
GRAVITY INFLUENT PIPE, TYP.
OF 2. SEE PLAN FOR DETAILS
A
M01
13.50' A2
APPROX.O
12.05' d.
INFLUENT PIPE,
TYP. OF 2, SEE
4" DI SPOOL (FLxPE) DWG NO. CO3
APPROX. 2111 TYP. OF 2 FOR DETAILS
MECHANICAL ELEVATION
I
AAjj�00 a ^'
5� e a
WET WELL
PASSIVE VENT
SUBMERSIBLE
PUMP
27'1 FRP ACCESS LADDER E
W/ SAF- T- CLIMB,
M02
MECHANICAL OBLIQUE
NOT TO SCALE
WET WELL LID
ACCESS
e l HATCH
PASSIVE
VENT
WET WELL
ACCESS
LADDER
IIERSIBLE
PUMP
0
w
h
q
0
h
io
z
Kg t
W' <y
- ? 3m
os wr wry
NE�
Z
Li
� J
Q
Q
W
2
V W
a
+ -i'n'n a
�LII _ �.1[Ell
TF
1�co
LL
K
V
-1„
4" DI FICA,
TYP. OF 3
- - - - RY-
C SHACKLE RODS, TYP. OF 3 LOCATIONS J
M02
1, 9„
T -7"
I 4" DI SPOOL (FLxPE)
L
APPROX. 2' -11"
LENGTH, TYP. OF 2
12" DEEP SUMP
AND SUMP PUMP
FLOW
METER
FICA
r
ePIPE SUPPORT,
Moe TYP. OF 8
PUMP RAIL. SEE
DETAIL THIS SHEET
SUMP PUMP DISCHARGE PIPE,
PROVIDE ISOLATION AND CHECK
VALVES NEAR SUMP PUMP
ECCENTRIC
PLUG VALVE
CHECK
TEE � m VALVE
1" PVC DRAIN PIPE Q
MECHANICAL NOTES:
1. ALL CHECK VALVES, PLUG VALVES, AND GATE
VALVES SHALL BE FUSION - BONDED EPDXY COATED
INSIDE AND OUT. SEE SPECIFICATIONS.
2. PIPING IN WET WELL, VALVE VAULT, AND MANHOLE
SHALL BE PAINTED PER SPECIFICATIONS.
SUMP AND
SUMPPUMP
4" DI SPOOL (PExPE) APPROX.
T-O' LENGTH, TYP. OF 2
ACCESS HATCH
OPENING, TYP.
4" DI 90"
(VICxVIC),
TYP. OF 2
SUBMERSIBLE
PUMP, TYP.
3' PVC WET WELL
PASSIVE VENT. SEE
DWG. C04 FOR
CONTINUATION. 204
C06
GRAVITY INFLUENT PIPE, TYP.
OF 2. SEE PLAN FOR DETAILS
A
M01
13.50' A2
APPROX.O
12.05' d.
INFLUENT PIPE,
TYP. OF 2, SEE
4" DI SPOOL (FLxPE) DWG NO. CO3
APPROX. 2111 TYP. OF 2 FOR DETAILS
MECHANICAL ELEVATION
I
AAjj�00 a ^'
5� e a
WET WELL
PASSIVE VENT
SUBMERSIBLE
PUMP
27'1 FRP ACCESS LADDER E
W/ SAF- T- CLIMB,
M02
MECHANICAL OBLIQUE
NOT TO SCALE
WET WELL LID
ACCESS
e l HATCH
PASSIVE
VENT
WET WELL
ACCESS
LADDER
IIERSIBLE
PUMP
0
w
h
q
0
h
io
z
Kg t
W' <y
- ? 3m
os wr wry
NE�
Z
Li
� J
Q
Q
W
2
V W
a
+ -i'n'n a
34" ANCHOR BOLT, DRILL AND
EPDXY INTO WET WELL WALL r o
W
6 "x6 ")Oz' SST PLATE,
TYP. OF 2
Yz" ANGLE, YP. OF 2 SECTION PLAN
S 3627
8 "x6 "x%" SS PLATE
a
GROUT FILL, SLOPE AT 1H:1V, TYP.
SLOPING BOTTOM SHALL MATCH
TOPS" BASIN PER PUMP
MANUFACTURER.
ALL HARDWARE AND COMPONENTS I 3
SHALL BE STAINLESS STEEL
PUMP RAIL CONNECTION DETAIL
RECORD DRAWING
REVISED TO CONFORM
TO CONSTR C N RECORDS
RH2 E INEERING INC. A
SCALE: SHOWN
o, '.
DRAWMISRUSCIlLEMN
MAEASM
M01 13 `
0
a
Q
0
LL
K
O
Its
U
4CCESS HATCH
m
0
PUMP RAIL CONNECTION
a
N
BRACKET
6
p
y
m
Y4' BOLT AND NUT, TYP. OF 4
o
i
w
Ix
IS
PUMP RAIL
z
34" ANCHOR BOLT, DRILL AND
EPDXY INTO WET WELL WALL r o
W
6 "x6 ")Oz' SST PLATE,
TYP. OF 2
Yz" ANGLE, YP. OF 2 SECTION PLAN
S 3627
8 "x6 "x%" SS PLATE
a
GROUT FILL, SLOPE AT 1H:1V, TYP.
SLOPING BOTTOM SHALL MATCH
TOPS" BASIN PER PUMP
MANUFACTURER.
ALL HARDWARE AND COMPONENTS I 3
SHALL BE STAINLESS STEEL
PUMP RAIL CONNECTION DETAIL
RECORD DRAWING
REVISED TO CONFORM
TO CONSTR C N RECORDS
RH2 E INEERING INC. A
SCALE: SHOWN
o, '.
DRAWMISRUSCIlLEMN
MAEASM
M01 13 `
0
a
Q
0