HomeMy WebLinkAboutWWP2703626.108" DI ECCENTRIC PLUG VALVE101
(FLxFL), W/ OPERATION NUT
EXTENSION AND VALVE BOX,
SEE DETAIL 6o
C05 j
8" DI PIPE (FLxFL)
APPROX. 4'-0" LENGTH
8"x6" DI TEE (FLxFLxFL)
8" DI ECCENTRIC PLUG
VALVE W/ %4 TURN
OPERATION NUT (FLxFL)
8" DI PIPE (FLxFL) —
APPROX. V-0" LENGTH
A
M01
TAP ASSEMBLY FOR
POLY -PIGGING PORT, SEE
DETAIL 608 THIS SHEET
M01
PER PLAN
6" DI PIPE (FLxFL) 6" DI ECCENTRIC PLUG VALVE (FLxFL), W/
APPROX. 2'-9" LENGTH
Y4 TURN OPERATION NUT, TYP. OF 2.
LOCATION OF PIPE PROVIDE ONE OPERATION NUT HANDLE.
SUPPORT. SEE DETAIL 604 PRESSURE GAUGE, TYP. OF 4,
CO5
SEE DETAIL /,%p�
6" DI FCA, TYP. OF 3
6" DI SWING CHECK VALVE
(FLxFL), TYP. OF 2
C05
6" DI PIPE (FLxFL)
APPROX. T-11"
6" DI FLOW METER (FLxFL)
6" DI SPOOL FLxPE �..
APPROX. 2'-0" LENGTH SHACKLE ROD, TYP..,
OF 3 LOCATIONS
6„ DI WYE (FLxFLxFL) i
6" DI PIPE (FLxFL)
APPROX. 3'4" LENGTH
6" DI 450 BEND (FLxFL)
ECCENTRIC PLUG VALVE FLOW METER
14.92'
12.51'
A.
SLOPE FLOORS AT 2%
TOWARDS SUMP
%A/CT %A/CI 1 1 In
3 4" ANCHOR B/LID
DRILL AND EPINTO WET WEL
6" DI PIPE (FLxFL) 6" DI SPOOL (FLxPE) APPROX. 12" DEEP SUMP
APPROX. V-3" LENGTH V-1" LENGTH, TYP. OF 2 AND SUMP PUMP
SHACKLE RODS,
TYP. OF 3 LOCATIONS,
SEE 60 FOR DETAILS
C05
2'-3"
T-6"
6" DI SPOOL (PExFL)
APPROX. 4'-9" LENGTH,
TYP. OF 2
PROPOSED LIFT STATION MECHANICAL PLAN
SUMP PUMP DISCHARGE PIPE,
PROVIDE ISOLFT'^" ""^ ^"1^"
VALVES 1
CHECK`
ECCENTRIC PLUG VALVE
PRESSURE GAUGE, TYP.
PIPE SUPPORT, TYP.
SUMP AND SUMP PUMP
r— WET WELL LID
_vA_ PUMP RAIL
CONNECTION BRACKET
4" BOLT AND NUT, TYP. OF 4
PUMP RAIL
_.Y
12" ANGLE, f
TYP. OF 2
SECTION PLAN
8"x6"x/" SS PLATE —,
ALL HARDWARE AND COMPONENTS
SHALL BE STAINLESS STEEL
PUMP RAIL CONNECTION DETAIL
6" DI SPOOL (FLxPE) APPROX.
11'4' LENGTH, TYP. OF 2
SUBMERSIBLE PUMP
6"x4" DI REDUCER (FLxFL)
A MECHANICAL ELEVATION
M01 Y•
6" DI COUPLING
(RJxRJ), TYP. OF 2
1'-91, TYP.
V-2"
1'-011 TYP.
6" DI SPOOL (PExPE)
APPROX. 4'-8" LENGTH,
TYP. OF 2
SUBMERSIBLE PUMP, TYP,
ACCESS HATCH OPENING. TYP.
6" PVG GRAVI I Y
INFLUENT PIPE, SEE
PLAN FOR DETAILS
3" PVC WET WELL PASSIVE
VENT, APPROX. 12"-0"
LENGTH, SEE DETAIL 60
C04
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 AND VALVE VAULT SHALL BE PAINTED PER
SPECIFICATIONS.
A
I01
�— 8" PVC INFLUENT PIPE
GRATING & RAILING ELIMINATED
j FULL LENGTH LADDER ADDED
.•
go
.
•
>'
PUMP RAIL
WET WELL PASSIVE VENT'
►
_'
a
►
SEE DETAIL
`
2°l0
THIS SHEET
,
;.
10,
6" DI 90- BEND (VICxVIC),
TYP. OF 2
40.
e'
..
INFLUENT
►:.
. _
PIPE
t.
it
. .'
6.03'
i
8" PVC TEE (GxGxG)
.v
s.
GRAVITY
INFLUENT PIPES
+ INFLUENT PIPE
to+ ►..
6.39' .'
8" PVC PIPE, APPROX.
2'-0" LENGTH, CUT END
AS SHOWN.
•
GROUT FILL,
SLOPE AT 1H:1V
.. '. TYP,
r.' t It
►. '
ACCESS HATCH
4
8" DI BLIND FLANGE
2" BRASS THREADED TAP
2" BRASS BALL VALVE
2" BRASS NIPPLE AS
REQUIRED, TYP. OF 2
TAP ASSEMBLY DETAIL_ 608
NOT TO SCALE v ti101
SUBMERSIBLE PUMP
MECHANICAL OBLIQUE
NOT TO SCALE
S 362610
REVISED PER CONSTRUCTION RECORDS
NO REVISION
VI ILIJI\ VML-VL
FAIN
N
IENT[STS
RH2 ENGINEERING, INC.
.tp: , www.rh2ccm
;oilbcx(d• %--C)U20_8052
ELLINGHAM 360.676. . ;h
;4 Wei`
BOTHELL 42S.951 Z400
/2722 29th Drive SE, Suite 210
.AST
WENATCHEE os,ses.2soo
RICHLAND 509.946SIBI
14 Columbia Pero' -ive, Suite C
SILVERDALE
v21 NW Mh,-e
'I`ACOMA 253,272
21 Pacific Avenue Suite ?04
SHOWN
0 1" 2"
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
1 'Al
RH2 NGINEERING INC. A
16727
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SIGNED. 01118113
SIGNED: 01118113
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
PLOT: 1 DWG NO.
ENGINEER: DEB MO
REVIEWED: MM
DATE: Nov 11, 2014
CLIENT REN o
MRJF MLM 09/16/14 JOB NO 112-023 20
BY REVIEW DATE FILENAME LIND—D—MO1.DWG
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