HomeMy WebLinkAboutWWP2703628.712" PVC GRAVITY
INFLUENT PIPE
A
M01
SEE DWG NO. CO2
FOR CONTINUATION
1 2" PVC ACCESS
HATCH DRAIN,
DISCHARGE TO GRAVEL-~
PAD, TYP. OF 4.
SUBMERSIBLE PJXP, TYP.
ACCESS HATCH
DRAIN CAST INTO
LID, TYP. OF 4
i•
►
p
°
°
►
pD.
TYP.
7"
n ITvD 1
ACCESS HATCH
OPENING, TYP.
r
3" PVC WET WELL
PASSIVE VENT
6" DI COUPLING
(RJxRJ) TYP. OF 2
SUMP PUMP
DISCHARGE
'-,TO WETWELL
2'-3"
3'-6"
., �_�
1'-3" MIN —
6" DI SPOOL (PExPE
APPROX. 4'-9"
LENGTH, TYP. OF 2
12" DEEP SUMP
AND SUMP PUMP
6" DI ECCENTRIC
VALVE W/ Y4 TURN
(FLxFL), TYP. OF 2
LOCATION OF PIPE
SUPPORT, SEE DWG NO.
CO3 FOR DETAILS, TYP.
6" DI SPOOL (FLxFL)
% 1'-3" LENGTH, TYP. OF 2
6" DI FCA,
TYP. OF 3
0
SHACKLE ROD, TYP.
OF 2 LOCATIONS
O
0
NOTE:
PIPING SHALL BE PAINTED
PER SPECIFICATIONS
6" DI 90' BEND (FLxFL)
6" DI SPOOL (FLxFL)
APPROX. 2'-2" LENGTH
6" DI SPOOL (FLxPE)
APPROX. 6'-6" LENGTH
- 6" DI TEE (FLxFL)
PRESSURE GAUGE, TYP. OF 4,
SEE DETAIL ON DWG NO CO3
/ /6" DI SPOOL (FLxPE) 1Y" PVC AIR RELEASE
APPROX. 1'-1" LENGTH, TYP. OF 2 DISCHARGE LINE, SECURE TO
6" DI SWING CHECK WALL WITH CLAMPS
VALVE (FLxFL), TYP. OF 2.
6" DI SPOOL (PExFL)
APPROX. S-9" LENGTH,
TYP. OF 2
PROPOSED LIFT STATION MECHANICAL PLAN
p .
I
2"X2" SST ANGLE
_ BOLTED TO
UNDERSIDE OF LID
FOR RAIL SUPPPORT
p
PUMP RAIL
V.
6" DI SPOOL (FLxPE)
APPROX. S-2" LENGTH
° TYP. OF 2 ►: °p
D
• °p
12" INFLUENT, A
ROTATED FOR
CLARITY
p SUBMERSIBLE '
._.... .. _ ._. DI IAAD
WET WELL
PASSIVE VENT
430.50'
6" DI 90 BEND
(VICxVIC),
TYP. OF 2
GROUT FILL, SLOPE
AT 1 H:1 V
ACCESS HATCH, TYP.
ECCENTRIC VALVE
CHECK VALVE
AIR RELEASE
VALVE ASSEMBLY,
SEE THIS DRAWING
425.42'
MECHANICAL ELEVATION A
z
8"x6" DI REDUCER (FLxMJ)
90' BEND (FLxMJ),
RUST BLOCK
8" DI SPOOL (FLxPE),
APPROX. 4'-0" LENGTH
8" DI ECCENTRIC PLUG VALVE (MJxMJ)
WITH VALVE BOX (PER CITY STANDARD)
'IPE, LENGTH AS REQUIRED TO MAKE
CTION TO PROPOSED 8" PVC
GAIN. NOTE:8" FORCEMAIN CONSTRUCTED
BY OTHERS AND IS ANTICIPATED TO BE
COMPLETED BEFORE THIS PROJECT STARTS
CONSTRUCTION.
426.87' n
A
MO1
VVUIVILI\JIULL I VIVII
IR VACUUM RELEASE VALVE
TAINLESS STEEL GATE
tE
-ORCEMAIN
2" SADDLE TEE
AIR RELEASE ASSEMBLY DETAIL
OF WASh`
16727
yJREGISTEg��
l
y0'SIONAL
SIGNED: 05123112
WAS
"z "7
38889
ISTS
StONAL
SIGNED: 05123112
Z
a
J
a
Z J
ZD a
p
Q Z
Wcc
� z
Uft •.j W
O
: cc 0
ORW
cn
O
a
O
cc
a
1 ENGINEERS 1
RH2 ENGINEERING, INC.
http://www.rh2.com
mailbox0rh2.com 1.800.720.8052
BELLINGHAM 360.676.083f.
454 West Horton Road
BOTHELL 425.951.S40C
22722 29th Drive SE, Suite 210
EAST
WENATCHEE 5o9.88e.2q(x
300 Simon Street, Suite 5
RICHLAND S09,946.5181
114 Columbia Point Drive, Suite C
SILVERDALE 3eo.87e.
2021 NW Mhyre Rd, Suite 107
TACOMA 253.272
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
RECORD DRAWING PLOT: 24 DWG NO.
REVISED TO CONFORM ENGINEER: DEB M01
S=362807 TO CONSTRUCTION RECORDS
REVIEWED: EH
04/25/12 DATE: July 16, 2013 SHEET No.
RI-12 RING INC. DATE CLIENT: REN/17REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 JOB NO.: 112-033
NO, REVISION BY REVIEW DATE FILENAME: LIBHS-D-M01.DWG