HomeMy WebLinkAboutS-362807SEE DWG NO. CO2
FOR CONTINUATION
Q 1 } PVC ACCESS
HATCH DRAIN,
DISCHARGE TO GRAVEL
PAD, TYP. OF 4.
SUBMERSIBLE P11MP, TYP.
12" PVC GRAVITY
INFLUENT PIPE
0
3" PVC WET WELL
PASSIVE VENT
12" DEEP SUMP
6° DI COUPLING AND SUMP PUMP
(RJx TYP. OF 2
SUMP PUMP 6" DI ECCENTRIC
DISCHARGE VALVE W/ Y4 TURN
\TO WETWELL (FLxFL), TYP. OF 2
6" DI FCA,
TYP. OF 3
LOCATION OF PIPE
SUPPORT, SEE DWG NO.
CO3 FOR DETAILS, TYP.
6" DI SPOOL (FLxFL)
1' -3" LENGTH, TYP. OF 2
6" DI 90' BEND (FLxFL)
6" DI SPOOL (FLxFL)
APPROX. 2' -2" LENGTH
NOTE:
PIPING SHALL BE PAINTED
PER SPECIFICATIONS
6" DI SPOOL (FLxPE)
APPROX. 6' -6" LENGTH
SHACKLE ROD, TYP.
OF 2 LOCATIONS
i I
of \ / \,-311 MIN/ 6" DI TEE (FLxFL)
DI SPOOL (PExPE) \
APPROX. 4' -9"
LENGTH, TYP. OF 2
ACCESS HATCH
Oj DRAIN CAST INTO
LID, TYP. OF 4
4j4pp
s
ACCESS HATCH
OPENING, TYP.
WET WELL
PASSIVE VENT
4
6" DI 90 BEND
(VICxVIC),
TYP. OF 2
PRESSURE GAUGE, TYP. OF 4,
SEE DETAIL ON DWG NO. CO3
/ L 6" DI SPOOL (FLxPE) %" PVC AIR RELEASE
APPROX. 1' -1" LENGTH, TYP. OF 2 DISCHARGE UNE, SECURE TO
6" DI SWING CHECK WALL WITH CLAMPS
VALVE (FLxFL), TYP. OF 2.
/APPROX. " DI SPOOL (PExPE)
3' -9" LENGTH,
TYP. OF 2
PROPOSED LIFT STATION MECHANICAL PLAN
Qy. = 1' -011
e . .
2 "X2" SST ANGLE "u
BOLTED TO Dt
UNDERSIDE OF LID
FOR RAIL SUPPPORT '
PUMP RAIL
ACCESS HATCH, TYP.
SUMP PUMP DI ARGE PIPE,
PROVIDE ISOLA N AND CHECK
VALVES NEAR SUMP PUMP
y" PVC AIR RELEASE
fDISCHARGE LINE
SLOPE 2%
\ ECCENTRIC VALVE
CHECK VALVE
Q
AIR RELEASE
VALVE ASSEMBLY,
SEE THIS DRAWING
42 V
8 "x6" DI REDUCER (FLxMJ)
!v 4
8" DI 90' BEND (FLxMJ),
W/ THRUST BLOCK
PVC SCHEDULE 80
PIPE AND FITTINGS
1y" UNION
%" PIPE
A
M01
8" DI SPOOL (FLxPE),
APPROX. 4' -0" LENGTH
8" DI ECCENTRIC PLUG VALVE (MJxMJ)
WITH VALVE BOX (PER CITY STANDARD)
B" DI PIPE, LENGTH AS REQUIRED TO MAKE
CONNECTION TO PROPOSED 8" PVC
FORCEMAIN. NOTE:8" FORCEMAIN CONSTRUCTED
BY OTHERS AND IS ANTICIPATED TO BE
COMPLETED BEFORE THIS PROJECT STARTS
CONSTRUCTION.
.O� 42�
MECHANICAL ELEVATION
A2' = 1' -0" M01
2" AIR VACUUM RELEASE VALVE
SIGNED: 05123172
SIGNED. 05123/f2
2" STAINLESS STEEL UNION
2" STAINLESS STEEL GATE
VALVE p
O
2" STAINLESS STEEL NIPPLE, TYP.
� 6" FORCEMAIN � ,l
2" SADDLE TEE
AIR RELEASE ASSEMBLY DETAIL
1" = r -n^
O 0
zo
LU
U
`�. MWM
V
J
Z
J
U
Q
U
CW
G
W
N
a
0M
x
CL
V NO iq
ENGINEER S
PLANNERS
SCIENTISTS
RI-12 ENGINEERING, INC.
hltp: / /www.rQ2 rom
moIbox@rh2.com 1.800.720.8052
BEWNGHAM aw.s .oeea
454 West Horton Reed
BOTHELL .saoo
22722 29th Drive SE, , Suite 210
EAST
WENATCHEE sos.wazaoo
300 Simon Street, Suite 5
RICHLAND swsaestsf
114 Columbia Point Drive, Suite C
SILVERDALE aso.e�s.�sw
2021 NW Mh),e Rd, Suite 107
TACOMA 2wz�zsoss
621 Pacific Avenue Suite 104
SCALE: SHOWN
MECHANICAL OBLIQUE 0 1" 2"
NOT TO SCALE DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
S=362807 RECORD DRAWING da 24 DnD W.
REVISED TO CONFORM E DEB M01
TO CON TRUCTIO RECORDS
EH
04/25/12 Dire July 16, 2013 s ET ND,
RH2 RING INC. DATE WENT: REN
=REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF I EH 04/25/13 " ND: 112 -033 17
N0. I REVISION I BY REVIEW DATE nEN— UBHS— D— MOI.DWG
3Gav�07
6" DI
SPOOL (FLxPE):.
-
�r
APPROX.
3' -2" LENGTH
J.,
TYP. OF 2
12° INFLUENT
1..p
ROTATED FOR
CLARITY
`.
SUBMERSIBLE
PUMP
:.....
421.00'&
GROUT FILL, SLOPE
AT 1H:1V
A
C"
416.50'_
\ ECCENTRIC VALVE
CHECK VALVE
Q
AIR RELEASE
VALVE ASSEMBLY,
SEE THIS DRAWING
42 V
8 "x6" DI REDUCER (FLxMJ)
!v 4
8" DI 90' BEND (FLxMJ),
W/ THRUST BLOCK
PVC SCHEDULE 80
PIPE AND FITTINGS
1y" UNION
%" PIPE
A
M01
8" DI SPOOL (FLxPE),
APPROX. 4' -0" LENGTH
8" DI ECCENTRIC PLUG VALVE (MJxMJ)
WITH VALVE BOX (PER CITY STANDARD)
B" DI PIPE, LENGTH AS REQUIRED TO MAKE
CONNECTION TO PROPOSED 8" PVC
FORCEMAIN. NOTE:8" FORCEMAIN CONSTRUCTED
BY OTHERS AND IS ANTICIPATED TO BE
COMPLETED BEFORE THIS PROJECT STARTS
CONSTRUCTION.
.O� 42�
MECHANICAL ELEVATION
A2' = 1' -0" M01
2" AIR VACUUM RELEASE VALVE
SIGNED: 05123172
SIGNED. 05123/f2
2" STAINLESS STEEL UNION
2" STAINLESS STEEL GATE
VALVE p
O
2" STAINLESS STEEL NIPPLE, TYP.
� 6" FORCEMAIN � ,l
2" SADDLE TEE
AIR RELEASE ASSEMBLY DETAIL
1" = r -n^
O 0
zo
LU
U
`�. MWM
V
J
Z
J
U
Q
U
CW
G
W
N
a
0M
x
CL
V NO iq
ENGINEER S
PLANNERS
SCIENTISTS
RI-12 ENGINEERING, INC.
hltp: / /www.rQ2 rom
moIbox@rh2.com 1.800.720.8052
BEWNGHAM aw.s .oeea
454 West Horton Reed
BOTHELL .saoo
22722 29th Drive SE, , Suite 210
EAST
WENATCHEE sos.wazaoo
300 Simon Street, Suite 5
RICHLAND swsaestsf
114 Columbia Point Drive, Suite C
SILVERDALE aso.e�s.�sw
2021 NW Mh),e Rd, Suite 107
TACOMA 2wz�zsoss
621 Pacific Avenue Suite 104
SCALE: SHOWN
MECHANICAL OBLIQUE 0 1" 2"
NOT TO SCALE DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
S=362807 RECORD DRAWING da 24 DnD W.
REVISED TO CONFORM E DEB M01
TO CON TRUCTIO RECORDS
EH
04/25/12 Dire July 16, 2013 s ET ND,
RH2 RING INC. DATE WENT: REN
=REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF I EH 04/25/13 " ND: 112 -033 17
N0. I REVISION I BY REVIEW DATE nEN— UBHS— D— MOI.DWG
3Gav�07