HomeMy WebLinkAboutS-362610"DI ECCENTRIC PLUG VALVE //�
(FLxFL), W/ OPERATION NUT � `
EXTENSION AND VALVE BOX,
SEE DETAIL V-6"
Cos
8' DI PIPE (FLxFL)
APPROX. 4'-0' LENGTH
W DI TEE (FLxFLxFL)
8' DI ECCENTRIC PLUG
VALVE WIY4 TURN
)PERATION NUT (FLxFL)
8' DI PIPE (FLxFL) —
APPROX V -0"LENGTH
I
6" DI PIPE (FLxFL) 6" DI FCA, TYP. OF 3 6" DI COUPLING
APPROX. 2' -9' LENGTH 6" DI ECCENTRIC PLUG VALVE (FLxFL), WI
Y4 TURN OPERATION NUT, TYP. OF 2. (RJxRJ), TYP. OF 2
LOCATION OF PIPE (F
PROVIDE ONE OPERATION NUT HANDLE. (F DI SWING CHECK VALVE
LxFL), TYP. OF 2
r SUPPORT, SEE DETAIL COS PRESSURE ES GAUGE, TYP. F 4, 7 /
TAP ASSEMBLY FOR J
POLY- PIGGING PORT, SEE JJ
ETAIL 60 THIS SHEET
0
PER P
ICCENTRIC PLUG VALVE
10
o 1—
2' -3"
RIM
6' DI PIPE (FLxFL) 6" DI SPOOL (FLxPE) APPROX. 12" DEEP SUMP J 6" DI SPOOL (PExFL)
APPROX. V-3' LENGTH V -1" LENGTH, TYP. OF 2 AND SUMP PUMP APPROX. 4' -9" LENGTH,
TYP. OF 2
I I TY
1' -9' II
P.0 jl
+
V -2'
!I
6' DI SPOOL (PExPE)
APPROX. 4'-8' LENGTH,
TYP. OF 2
PROPOSED LIFT STATION MECHANICAL PLAN
Y27 = 1' -0"
SUMP PUMP DISCHARGE PIPE,
PROVIDE ISOLATION AND CHECK
VALVES NEAR SUMP PUMP PUMP RAIL WET WELL PASSIVE VENT -
SEE DETAIL
CHECK VALVE THIS SHEET
FLOW METER �18A
ECCENTRIC PLUG VALVE
PRESSURE GAUGE, TYP. 6" DI BEND (VICxVIC),
OF
•' pp \ \ \ll?���III TYP. OF 2
SLOPE FLOORS AT 2%
TOWARDSSUMP
%" ANCHOR BOLT,
DRILL AND EPDXY
INTO WET WELL LID
Y2 ANGLE,
TYP. OF 2
8"x6V2" SS PLATE
WET WELL LID
"
SHACKLE RODS,
TYP. OF 3 LOCATIONS, PIPE SUPPORT, TYP.
SEE 60 FOR DETAILS
C05
.D
PUMP RAIL
CONNECTION BRACKET
BOLT AND NUT, TYP. OF 4
MP RAIL
/ SECTION PLAN
ALL HARDWARE AND COMPONENTS
SHALL BE STAINLESS STEEL
PUMP RAIL CONNECTION DETAIL
;,4 = 1, -0"
All IT IJll\111 01 15 1 9 all ulV
6" DI SPOOL (FLxPE) APPROX.
114" LENGTH, TYP. OF 2
4111104S.,11.11:11lllul]
6 'x4' DI REDUCER (FLxFL)
e MECHANICAL ELEVATION
0 X. = I,-O"
SUBMERSIBLE PUMP, TYP.
ACCESS HATCH OPENING, TYP.
8" PVC GRAVITY Al
INFLUENT PIPE, SEE
PLAN FOR DETAILS
J. t.
° r
�• ''s
r
3' PVC WET WELL PASSIVE
VENT, APPROX. 12'-0'
LENGTH, SEE DETAIL 60
Coo
D GRATING & RAILING ELIMINATED
FULL LENGTH LADDER ADDED
2%
INFLUENT
PIPE A
� ry
8' PVC TEE (GxGxG)
A /
L
Cos
6' DI PIPE (FLxFL)
APPROX. T -11"
".
6' DI FLOW METER (FLxFL)
,.
INFLUENT PIPES
O
T-0LLEN�GT11
�APPROX
SHACKLE ROD,
INFLUENT PIPE Ai
OF 3 LOCATIONS
6' DI WYE (FLxFLxFL)
6' DI PIPE (FLxFL) I - - -- �
APPROX, 3' -0" LENGTH -
I 6' DI 45° BEND (FLxFL)
TAP ASSEMBLY FOR J
POLY- PIGGING PORT, SEE JJ
ETAIL 60 THIS SHEET
0
PER P
ICCENTRIC PLUG VALVE
10
o 1—
2' -3"
RIM
6' DI PIPE (FLxFL) 6" DI SPOOL (FLxPE) APPROX. 12" DEEP SUMP J 6" DI SPOOL (PExFL)
APPROX. V-3' LENGTH V -1" LENGTH, TYP. OF 2 AND SUMP PUMP APPROX. 4' -9" LENGTH,
TYP. OF 2
I I TY
1' -9' II
P.0 jl
+
V -2'
!I
6' DI SPOOL (PExPE)
APPROX. 4'-8' LENGTH,
TYP. OF 2
PROPOSED LIFT STATION MECHANICAL PLAN
Y27 = 1' -0"
SUMP PUMP DISCHARGE PIPE,
PROVIDE ISOLATION AND CHECK
VALVES NEAR SUMP PUMP PUMP RAIL WET WELL PASSIVE VENT -
SEE DETAIL
CHECK VALVE THIS SHEET
FLOW METER �18A
ECCENTRIC PLUG VALVE
PRESSURE GAUGE, TYP. 6" DI BEND (VICxVIC),
OF
•' pp \ \ \ll?���III TYP. OF 2
SLOPE FLOORS AT 2%
TOWARDSSUMP
%" ANCHOR BOLT,
DRILL AND EPDXY
INTO WET WELL LID
Y2 ANGLE,
TYP. OF 2
8"x6V2" SS PLATE
WET WELL LID
"
SHACKLE RODS,
TYP. OF 3 LOCATIONS, PIPE SUPPORT, TYP.
SEE 60 FOR DETAILS
C05
.D
PUMP RAIL
CONNECTION BRACKET
BOLT AND NUT, TYP. OF 4
MP RAIL
/ SECTION PLAN
ALL HARDWARE AND COMPONENTS
SHALL BE STAINLESS STEEL
PUMP RAIL CONNECTION DETAIL
;,4 = 1, -0"
All IT IJll\111 01 15 1 9 all ulV
6" DI SPOOL (FLxPE) APPROX.
114" LENGTH, TYP. OF 2
4111104S.,11.11:11lllul]
6 'x4' DI REDUCER (FLxFL)
e MECHANICAL ELEVATION
0 X. = I,-O"
SUBMERSIBLE PUMP, TYP.
ACCESS HATCH OPENING, TYP.
8" PVC GRAVITY Al
INFLUENT PIPE, SEE
PLAN FOR DETAILS
J. t.
° r
�• ''s
r
3' PVC WET WELL PASSIVE
VENT, APPROX. 12'-0'
LENGTH, SEE DETAIL 60
Coo
D GRATING & RAILING ELIMINATED
FULL LENGTH LADDER ADDED
2%
INFLUENT
PIPE A
� ry
8' PVC TEE (GxGxG)
A /
L
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.
8" PVC INFLUENT PIPE D
ACCESS HATCH
BLIND FLANGE
2ASS THREADED TAP
2" BRASS BALL VALVE
ASS NIPPLE AS
TIRED, TYP. OF 2
TAP ASSEMBLY DETAIL Mot
NOT TO SCALE
6%1.1u143111.11:111L51�
MECHANICAL OBLIQUE
NOT TO SCALE
S= 362610
SIGNED.' 01118113
SICNM 01/18/13
12. J
Z Z
Uj
W a
U
zg �a
O c
cc U
LU
O ~ L
h
U i W
N
a
Q 0
a
J
L- FORCEMAIN
PIPE SUPPORT WFN - PLUG VALVE w iq
NEERS
NNERS
CHECK VALVE NTIST S
RH2 ENGINEERING, INC.
http: / /*ww.rh2.com
madboxB.h2. com 1.800.720.8052
BELLINGHAM 3W,,ff76.0636
454 West Horton Road
BOTHELL azsssr.s"Do
22722 29th Drive SE. Suite 210
EAST
WENATCHEE so3.666.zs""
300 Siouan Street, Suite 5
RICHLAND sossassrer
114 Columbia Point Drive, Suitt C
SILVERDALE 3s"s�s.vsso
2021 M'I I.A5l c Rd, Suite 107
TACOMA zs3��z3oss
621 Pacific Avenue Suite 104
SCALE: SHOWN
0 1" 2"
REVISED TO CONFORM DRAWING IS NOT TO SCALE
TO CONSTIR RECORDS IF BAR IS NOT 2" LONG
nor: 1 ow No.
/ � DEB M01
RH2 INEERING INC. A raw.xo:MM
/1\ I REVISED PER CONSTRUCTION RECORDS
NO. REVISION
A F3 5- 3,(07 &
Dort: Nov 11, 2014' "o
atxr: REN 10
MRJF MLM 09/16/14 .n6"D.: 112 -023 20
BY IRLVIEWI DATE vetx.ve UND— D— MOI.DWG
GRAVITY
".
,.
INFLUENT PIPES
.
INFLUENT PIPE Ai
6.39 Qt
8' PVC PIPE, APPROX.
2' -0' LENGTH, CUT END
AS SHOWN. Q
e
.:.
;
°
GROUT FILL,
SLOPE AT 1HAV
'o
•. s.:• '. �'•
v
TYP.
♦.• t
�.
'.r i•. ... 0.
.y .
1. 1'
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.
8" PVC INFLUENT PIPE D
ACCESS HATCH
BLIND FLANGE
2ASS THREADED TAP
2" BRASS BALL VALVE
ASS NIPPLE AS
TIRED, TYP. OF 2
TAP ASSEMBLY DETAIL Mot
NOT TO SCALE
6%1.1u143111.11:111L51�
MECHANICAL OBLIQUE
NOT TO SCALE
S= 362610
SIGNED.' 01118113
SICNM 01/18/13
12. J
Z Z
Uj
W a
U
zg �a
O c
cc U
LU
O ~ L
h
U i W
N
a
Q 0
a
J
L- FORCEMAIN
PIPE SUPPORT WFN - PLUG VALVE w iq
NEERS
NNERS
CHECK VALVE NTIST S
RH2 ENGINEERING, INC.
http: / /*ww.rh2.com
madboxB.h2. com 1.800.720.8052
BELLINGHAM 3W,,ff76.0636
454 West Horton Road
BOTHELL azsssr.s"Do
22722 29th Drive SE. Suite 210
EAST
WENATCHEE so3.666.zs""
300 Siouan Street, Suite 5
RICHLAND sossassrer
114 Columbia Point Drive, Suitt C
SILVERDALE 3s"s�s.vsso
2021 M'I I.A5l c Rd, Suite 107
TACOMA zs3��z3oss
621 Pacific Avenue Suite 104
SCALE: SHOWN
0 1" 2"
REVISED TO CONFORM DRAWING IS NOT TO SCALE
TO CONSTIR RECORDS IF BAR IS NOT 2" LONG
nor: 1 ow No.
/ � DEB M01
RH2 INEERING INC. A raw.xo:MM
/1\ I REVISED PER CONSTRUCTION RECORDS
NO. REVISION
A F3 5- 3,(07 &
Dort: Nov 11, 2014' "o
atxr: REN 10
MRJF MLM 09/16/14 .n6"D.: 112 -023 20
BY IRLVIEWI DATE vetx.ve UND— D— MOI.DWG