HomeMy WebLinkAboutWWP2703627.134" DI ECCENTRIC PLUG
VALVE (MJxMJ) WITH
VALVE BOX (PER CITY
G STANDARD)
4" DI ECCENTRIC PLUG VALVE (FLxFL), W/)/ TURN OPERATION
NUT TYP. OF 2. PROVIDE ONE OPERATION NUT HANDLE
4" DI TEE (FLxFLxFL)
4" DI SPOOL APPROX. T-2" LENGTH —,
4" DI COUPLING (RJxRJ) TYP. OF 3
4" DI SPOOL APPROX. 11" LENGTH
4" DI FLOW
METER (FLxFL)
4" DI PIPE APPROX. 5-0" (FLxPE)
A
M01
ECCENTRIC PLUG VALVE
28.66'
j
1'
PROPOSED FORCE MAIN SHALL BE
CONTINUOUSLY RISING, SEE Jr
FORCE MAIN PLAN FOR DETAILS
4" DI PIPE (FLxFL) APPROX. 1'-5" LENGTH
4" DI 450 BEND (FLxFL)
4" DI SPOOL (FLxFL) APPROX. V-2" LENGTH. TYP. OF 2
FLOW
METER FCA
PIPE SUPPORT,
TYP. OF 8
4" DI SWING CHECK VALVE
(FLxFL), TYP. OF 2
4" DI SPOOL (FLxPE)
APPROX. V-5"
LENGTH, TYP. OF 2
PRESSURE GAUGE, A
TYP. OF 4 M02
E
4" DI FCA,
TYP. OF 3
//
C �
M02 SHACKLE RODS, TYP. OF 3 LOCATIONS
PROPOSED LIFT STATION MECHANICAL PLAN
MECHANICAL NOTES:
Y'
2
SUMP PUMP DISCHARGE PIPE.
PROVIDE ISOLATION AND CHECK —�
VALVES NEAR SUMP PUMP
ECCENTRIC
PLUG VALVE
CHECK1
TEE ,� VALVE
d n�
a
_ n<
1" PVC DRAIN PIPE
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.
4" DI
APPR�,.. I - l
LENGTH, TYP. OF 2
12" DEEP SUMP
AND SUMP PUMP
PUMP RAIL. SEE
DETAIL THIS SHEET
tj
4.
e,p
a
,a e
s �
as
COUPLING,
TYP.
a�
da
4" DI SPOOL (PExPE) APPROX.
T-0" LENGTH, TYP. OF 2
OPENING, TYP.
31.84'
28.58_L,&
4" DI 900
— (VICxVIC),
TYP. OF 2
3" PVC WET WELL
PASSIVE VENT. SEE
DWG. C04 FOR
CONTINUATION. 204
FLUENT PIPE, TYP,
LAN FOR DETAILS
A
WET WELL
PASSIVE VENT
�a v
f.
13,50' __ APPROX.
12.05' r� b
INFLUENT PIPE,
TYP. OF 2, SEE
4" DI SPOOL (FLxPE) DWG NO. CO3
APPROX. 21'-3". TYP. OF 2 FOR DETAILS
d
4.
6.83'
a a �,a
d
5.50'
n - d - �, da
A MECHANICAL ELEVATION
27'-0" FRP ACCESS LADDER
W/ SAF-T-CLIMB, E
M02
ECCENTRIC VALVE
FLOW METER
r{
VVlvlr r Vlvly
ECCENTRIC VALVE
CHECK VALVE
i
FORCEMAIN
INFLUENT ✓�
GRAVITY
MAIN
MECHANICAL OBLIQUE
NOT TO SCALE
r— WET WELL LID
ACCESS
HATCH
SUBMERSIBLE
PUMP
ANCHOR BOLT, DRILL AND .1 ..
EPDXY INTO WET WELL WALL
6"4"x /" SST PLATE,
TYP. OF 2
1" 1
GROUT FILL, SLOPE AT 1H:1V. TYP.
SLOPING BOTTOM SHALL MATCH
"TOPS" BASIN PER PUMP
MANUFACTURER.
VENT
WET WELL
ACCESS
LADDER
low
ACCESS HATCH
,r
` PUMP RAIL CONNECTION
,-`'l BRACKET
f � -- /4 BOLT AND NUT, TYP. OF 4
f PUMP RAIL
ANGLE, TYP. OF 2 — SECTION PLAN
8"4"02" SS PLATE
ALL HARDWARE AND COMPONENTS
SHALL BE STAINLESS STEEL
PUMP RAIL CONNECTION DETAILI
Y 4 _ ''-0"
4 +
RECORD DRAWING
REVISED TO CONFORM
TO CONSTRUC3JON RECORDS
l'
RH2 E66INEERING INC. WE
CO
0
w
co
a1 N
0
4F3 N N
�g
w_
W ��
j
WN N
�` N
x
N
o
u-
m
0
Z
a
0
0
J
w
Q
o
0
U
Z
0
U)
w
U
FnL.0
Z
O
W
W
d
fz�
cc
cif
A
Z
o
�
�
N
N
O
Z
r-
r=
o
0
0
0
w
N
a
2-1Z
W
W
�
O
0
0
a
N
W
f_
�
O
Q�
O
z
w
O
Z
W
R
SCALE: SHOWN
l y,+ 2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
XG NO.:
SHEET N0.:
M01
13
21
=
C
D m
TT
W
uz
m
m
m
0
D
U7
D
n
c rr
00
M
c-
°�
D U7
ix W
D
T m
iWO
D m
m-
cnK
Nz
z
m
I0
D
m
Y+
Z
CT
W
m
m
I �
I C
.� c
a
N
w Z,
m
n
I
D
O
m
m
0°
D
o°
/lk 9' .S- 3 &,'� 7 I I