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BACKUP LEVEL CONTROL DISPLACEMENT -
FLOATS W/15' EXTRA COIL FOR LEVEL
ADJUSTMENT (3 TOTAL) SEE ELECTRICAL
DRAWINGS
A
SUBMERSIBLE
PUMPS SEE SPECS.
°
96"0 WET WELL--,-
FRP , 11 -
NTH POLYPROPYLENE its
HANGING LADDER BELOW.
� �5 STILL WELL
�11�� -III �— `�11/'•.
U9 PER DETAIL
46' ALUMINUM DOUBLE DOOR
ACCESS HATCH, PER SPECS WITH
RAILING AND CHAIN HATCH GUARD.
UNI -HOIST WALL MOUNTED
SLEEVE PER SPECS.
(TYP. OF 3) COORDINATE
LOCATIONS WITH CITY
21
8" DI GRAVITY
�, SEWER INLET
O
`—PIPE PENETRATION (TYP.)
(SEE NOTE 4 THIS SHEET)
2"O TYPE 304
4" PVC VENT — - - SCH.40 S.S. GUIDE
O'
_(�D
RAILS (TYP.)
MIXED FLUSH VALVE ROTATE
UP AT 45' ANGLE
1N
RM pRA
� A`N ppN0)
ovER � oRCE
PIPE PENETRATION
(TYP.) (SEE NOTE
4 THIS SHEET)
—1-1/2" SCH. 80 PVC
SUMP PUMP
DISCHARGE PIPE
PIPE PER DETAIL
ITEM
8--/
0
QTY.
1 LF - 6" SPOOL (FLxFL)
6" D.I. PIPE SPOOL, FL x FL, LF AS NEEDED
0 1-6" TAPPED BLIND FLANGE
2
5
' .
0 1-2" BALL VALVE
S.S. BRACKET
o EXTRA HEAVY DUTY
a
ALUMINUM ACCESS
1
d
C
FOR STILL WELL
da
6" TEE, FL x FL
1
2
4"x 6" REDUCER, FL x FL
e
8
a :°00
°
9
6" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS.
2
12
6" RESTRAINED FL. CPLG. ADAPTER
°.
00
11
° °
I° o
12
2
3
13
RETAINER GLAND, SIZE AS NEEDED
5
1'
STAINLESS STEEL STRAP, SIZE AS NEEDED
8
15
6" MAGNETIC FLOW METER, PER SPECS.
NEW
16
6" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM
3
°.
8" ROMAC STYLE 501 FLEX CPLG.
a
18
8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN
__----
EX. 12"
STORM
8" D.I. PIPE SPOOL, FL x PE, LF AS REQ'D.
2
20
8" TEE, FL x FL
1
21
8" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS.
1
STORM PIPE
CB
1
23
6"x6" WYE, FL x FL
1
24
6" RESILIENT WEDGE GATE VALVE, MJ X MJ
11
25
�_-----
2
'
m
14
13
:b.
STILL WELL 5
(PER SPECS) 3/8" S.S.0-BOLT (TYP.)
2" PVC. SCH. 40 ACCESS
16
HATCH DRAIN PIPE
D
2
1
PER DETAIL C9
BELOW FRP LADDER. SECURE LADDER TO WET WELL
TYP. 13
WALL WITH STAINLESS STEEL BRACKETS AND
12
°
°
°e e e d
LADDER, AND RUNGS HAVE EQUAL SPACING.
°a
GROUT EDGE, ALL AROUND TOP
° O O °
b. e
°
D
°
d
e D .D
3 ROWS OF 12 EA.#8 REBAR EQUALLY
eD°
3
SPACED. STAGGER BARS SO THAT THEY
.
3
D
°:
�°
p.
e e
.°
14
4" CRUSHED SURFACING BASE
II
li
i I
I
I
A
.
°
18
CUT NOTCH IN GRATING
I
I Il I
a„
49
20
AND DRAIN DISCHARGE
21 17
Ili i y
1 BELOW GRATING
I i DOORS
19 8" DI GRAVITY
SUMP W/ ALUMINUM
I OPEN
GRATE
SEWER INLET
8000
ol
I I
III
I
11
II I
---14.05'
119
d.
I
=
- - - - - - HIGH LEVEL ALARM 13.00'
2 i
-
-------7---------BOTH
14
10 1 1
---
--
D
��
D
-- - - - - -- - ONE PUMP ON 11.50'
48 x72” ACCESS HATCH
19
-----------
----------48"x72"
10
BEVEL -CUT PIPE
PER SPECIFICATIONS
10
A
No..
d
d
e. °
7
-- - -- -
e
D
�
o--
°
D
--.� --BOTH PUMPS OFF 9.754.'
D
6'- 0"
- - °- -
d
30"
-'- LOW LEVEL ALARM 9.25'
°
°.
11 2
D
d
° 9 YARDS OF
a
2" PVC, SCH. 40 ACCESS
CONCRETE SPREAD
- - _ _ _ _ _ _ - - - -
° ` EVENLY AROUND
..
e,O n
e' dc '
v u°
HATCH DRAIN LINE.
14
- - - - - - I I
1 � I
ii I
BTM. OF WET WELL=6.75'
° D
15
HINGES ON THIS°
.. D D .e
D ° D
D °,°
II
I l i i 2
e.. D ° D
SIDE OF HATCH
°. SUBMERSIBLE PUMPS (2 -REO -D.)
�
� � �
L___ ___ _ J I I
�
NOTE: FITTINGS AND VALVES SHOWN
24"x36" SINGLE ACCESS
& 4.
HATCH WITH POST & CHAIN
a °
°
12" QUARRY SPALLS BASE
COURSE COMPACTED TO 95%
HATCH GUARD PER
�rtaricniiuivs 73
EXTRA HEAVY DUTY -/16
ALUMINUM ACCESS
LADDER. 10 4
6" DI FORCE MAIN z
(SEE SHT. C5 & C6)
5
5
PLAN VIEW
2411 1811 1211 611 0 1' 21 3' 4'
SCALE: 1/2"=1'-0"
Sta
n ec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869-9448 www.stantec.com
PRESSURE
GAUGE ASSY.
(TYP. OF 2)
- 7" FLOOR
DRAIN
4'x6' ALUMINUM DOUBLE
DOOR ACCESS HATCH, PER
SPECS WITH RAILING AND
CHAIN HATCH GUARD.
1 LF -6" SPOOL (FLxFL)
1-2" TAPPED BLIND FLANGE
1-2" BALL VALVE
PRE -CAST CONCRETE
VALVE VAULT 6'W x 121,
UTILITY VAULT NO. 612 -LA
PRE -CAST CONCRETE VALVE
VAULT 6'W x 121, UTILITY
VAULT NO. 612 -LA
24"x36" SINGLE ACCESS HATCH WITH
POST & CHAIN HATCH GUARD
PER SPECIFICATIONS
VALVE NUT EXTENDER SET LID FLUSH WITH
& VALVE BOX PER PAVEMENT. SEE SHT.C10
DETAIL XFOR PAVEMENT DETAILS 127.52'
a °-d
/\/ a
11 HI F
V Y
°
Qd
d
°a
FM IE=20.14'
4" CRUSHED SURFACING BASE
COURSE COMPACTED TO 95%
MDD PER ASTM D1557
EXTEND 1' (MIN) BEYOND on
CONCRETE BASE
42"— 45"
0
ITEM
8--/
0
QTY.
1 LF - 6" SPOOL (FLxFL)
6" D.I. PIPE SPOOL, FL x FL, LF AS NEEDED
0 1-6" TAPPED BLIND FLANGE
2
W/2" TAP
8
0 1-2" BALL VALVE
6" D.I. PIPE SPOOL, PE x PE, LF AS REQ'D.
o EXTRA HEAVY DUTY
C
ALUMINUM ACCESS
1
0 LADDER
C
10
O
r2
C23
RAILING AND CHAIN HATCH
GUARD PER SPECS.
4'x6' ALUMINUM DOUBLE ACCESS 4'x6' ALUMINUM DOUBLE DOOR
HATCH, PER SPECIFICATIONS ACCESS HATCH, PER
SPECIFICATIONS 42"- 45"
2"PVC, SCH. 40 TEE. CONTRACTOR SHALL
ASSURE TEE IS LOW POINT IN HORIZONTAL
DRAIN LINE. HATCH DRAIN
27.47'
°
rl
° 2"0 TYPE 304 SCH.40 � ° 6
14 S.S. GUIDE RAILS D
14 1-1 /2"PVC, SCH. 80
2"PVC, SCH. 40 14 SUMP PUMP 14
ACCESS HATCH DISCHARGE FROM
DRAIN LINE.
VALVE VAULT
SCH. 80 PVC °
SUMP PUMP °
°
DISCHARGE PIPE 23.00' a 14
"
NEW 12 STORM
DRAIN PIPE
O��,
0 2 15 ,>
12 -0
11 11
°
°
24" QUARRY SPALLS BASE
COURSE COMPACTED TO 95%
MDD PER ASTM D1557
MATERIAL LIST
ITEM
DESCRIPTION
QTY.
1
6" D.I. PIPE SPOOL, FL x FL, LF AS NEEDED
�m
2
6" D.I. PIPE SPOOL, FL x PE, LF AS REQ'D.
8
3
6" D.I. PIPE SPOOL, PE x PE, LF AS REQ'D.
2
4
6" 90' BEND, FL x FL
1
5
6" 90' LONG RADIUS BEND, FL x FL
2
6
6" TEE, FL x FL
1
7
4"x 6" REDUCER, FL x FL
2
8
6" CHECK VALVE, FL X FL, PER SPECS.
2
9
6" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS.
2
10
6" RESTRAINED FL. CPLG. ADAPTER
7
11
ADJUSTABLE PIPE STAND, PER DETAIL 3/C9 & SPECS.
4
12
CONCRETE SUPPORT BLOCK
3
13
RETAINER GLAND, SIZE AS NEEDED
5
14
STAINLESS STEEL STRAP, SIZE AS NEEDED
8
15
6" MAGNETIC FLOW METER, PER SPECS.
1
16
6" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM
3
17
8" ROMAC STYLE 501 FLEX CPLG.
1
18
8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN
1
19
8" D.I. PIPE SPOOL, FL x PE, LF AS REQ'D.
2
20
8" TEE, FL x FL
1
21
8" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS.
1
22
6" 45' BEND, FL x FL
1
23
6"x6" WYE, FL x FL
1
24
6" RESILIENT WEDGE GATE VALVE, MJ X MJ
1
25
6" 45' BEND, MJ x FL
2
THESE CONSTRUCTION RECORD DOCUMENTS HAVE
BEEN PREPARED BASED ON INFORMATION PROVIDED BY
OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY
AND/OR COMPLETENESS OF INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS
THAT MAY BE INCORPORATED HEREIN AS A RESULT.
RAILING AND CHAIN HATCH
GUARD PER SPECS.
27.38'
VALVE NUT EXTENDER
VALVE BOX PER
DETAIL
1 °-
i
Q
INSIDE DIAMETER
PRECAST CONCRETE
MANHOLE
9 14
12 BACKUP LEVEL CONTROL
FILL VOIDS AROUND FIBERGLASS INSERT WITH
SELF -COMPACTING CONCRETE, CLASS C30 SECTION A -A
NOTE: THE GRAVITY SEWER INLET PIPING (ITEMS 17 THRU 21) ARE SHOWN ROTATED
900 IN THIS SECTION FOR CLARITY. SEE PLAN VIEW FOR THE ACTUAL ORIENTATION.
NOTES. 4. ALL PIPE PENETRATIONS IN WET WELL AND VALVE VAULT
SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED.
1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT KOR-N-SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS
LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR IN MANHOLES. ALL PENETRATIONS SHALL BE MADE
WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND WATERTIGHT.
FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED g, ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED
EXTERIOR PER SPECIFICATIONS. w/MEGALUGS COMPATIBLE WITH DI AND PVC C900 PIPE.
2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES g. WET WELL &VALVE VAULT SHALL BE COATED INTERNALLY AND
SHALL BE IMPORTED GRAVEL BORROW COMPACTED TO 95% MDD EXTERNALLY PER SPECIFICATIONS.
PER ASTM D1557. THE PAY LIMITS FOR LIFT STATION
EXCAVATION AND BACKFILL SHALL BE WITHIN 5' HORIZONTALLY 7. CORE DRILL ELECTRICAL &TELEMETRY PENETRATIONS IN
OF THE WET WELL AND VALVE VAULT STRUCTURES. FIELD AS REQUIRED.
3. ALL CONCRETE SUPPORTS TO BE FORMED. 8. SOME ITEMS IN THE SECTION VIEW ARE ROTATED FOR CLARITY
PURPOSES. SEE PLAN VIEW FOR ACTUAL ORIENTATION.
LAJ
D
12
°
�m
DISPLACEMENT FLOATS W/
10
z
e °
D
(11.5 13
°.
D
Cm
v
N LTIz
II
°°
3 D.
° DD
z
D
m
m
ADJUSTMENT (3 TOTAL) SEE
3
0
°
o
D
°
D
1'TYP.
D
D °
.'°
ELECTRICAL DRAWINGS
11
a
13
°. D
°.
°
° .
FIXED FRP 6
2"PVC, SCH. 40
°
°
d
d
ACCESS HATCH
pD
d °
DRAIN
LINE.
'
e
0 0 0 0
PER DETAIL
CD
'
m
14
SUMP PUMP 1-1/2% 1-1/2% 1/4" S.S. L BRACE
:b.
STILL WELL 5
(PER SPECS) 3/8" S.S.0-BOLT (TYP.)
2" PVC. SCH. 40 ACCESS
HATCH DRAIN PIPE
D
2
INSTALL POLYPROPOLENE "HANGING" STYLE LADDER
PER DETAIL C9
BELOW FRP LADDER. SECURE LADDER TO WET WELL
WALL WITH STAINLESS STEEL BRACKETS AND
HARDWARE SUCH THAT LADDER IS FLUSH WITH FRP
°
LADDER, AND RUNGS HAVE EQUAL SPACING.
°a
GROUT EDGE, ALL AROUND TOP
OF FIBERGLASS BASIN
°
D
b. e
°
D
°
d
e D .D
3 ROWS OF 12 EA.#8 REBAR EQUALLY
eD°
O
°
SPACED. STAGGER BARS SO THAT THEY
ARE OFFSET FROM BARS ON INSIDE OF
D
WET WELL D. °,
D °
�°
p.
e e
.°
°.. .. °
4" CRUSHED SURFACING BASE
°
COURSE COMPACTED TO 95%
o
o
MDD PER ASTM D1557
18
EXTEND 1' (MIN) BEYOND
CONCRETE BASE
FILL VOIDS AROUND FIBERGLASS INSERT WITH
SELF -COMPACTING CONCRETE, CLASS C30 SECTION A -A
NOTE: THE GRAVITY SEWER INLET PIPING (ITEMS 17 THRU 21) ARE SHOWN ROTATED
900 IN THIS SECTION FOR CLARITY. SEE PLAN VIEW FOR THE ACTUAL ORIENTATION.
NOTES. 4. ALL PIPE PENETRATIONS IN WET WELL AND VALVE VAULT
SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED.
1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT KOR-N-SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS
LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR IN MANHOLES. ALL PENETRATIONS SHALL BE MADE
WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND WATERTIGHT.
FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED g, ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED
EXTERIOR PER SPECIFICATIONS. w/MEGALUGS COMPATIBLE WITH DI AND PVC C900 PIPE.
2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES g. WET WELL &VALVE VAULT SHALL BE COATED INTERNALLY AND
SHALL BE IMPORTED GRAVEL BORROW COMPACTED TO 95% MDD EXTERNALLY PER SPECIFICATIONS.
PER ASTM D1557. THE PAY LIMITS FOR LIFT STATION
EXCAVATION AND BACKFILL SHALL BE WITHIN 5' HORIZONTALLY 7. CORE DRILL ELECTRICAL &TELEMETRY PENETRATIONS IN
OF THE WET WELL AND VALVE VAULT STRUCTURES. FIELD AS REQUIRED.
3. ALL CONCRETE SUPPORTS TO BE FORMED. 8. SOME ITEMS IN THE SECTION VIEW ARE ROTATED FOR CLARITY
PURPOSES. SEE PLAN VIEW FOR ACTUAL ORIENTATION.
LAJ
D
D
°
�m
DISPLACEMENT FLOATS W/
5
z
zi
z
C
D
Cm
15' EXTRA COIL LEVEL
N LTIz
y
m
z
D
m
m
ADJUSTMENT (3 TOTAL) SEE
0
D
.'°
ELECTRICAL DRAWINGS
FM IE=20.21'
°.
° .
FIXED FRP 6
°
LADDER C9
'
e
PER DETAIL
°
STILL WELL 5
D
PER DETAIL C9
°
BOTTOM RUNG OF
°
FIXED FRP LADDER
°
18
20
°
D
21 17
°
19 8" DI GRAVITY
DD
Q
SEWER INLET
D.
---14.05'
-
=
- - - - - - HIGH LEVEL ALARM 13.00'
-
-------7---------BOTH
PUMPS ON 12.50'
---
--
D
��
D
-- - - - - -- - ONE PUMP ON 11.50'
19
BEVEL -CUT PIPE
10
No..
d
d
AT 45' ANGLE
7
-- - -- -
e
D
�
o--
°
D
--.� --BOTH PUMPS OFF 9.754.'
D
- - °- -
d
- -o
-'- LOW LEVEL ALARM 9.25'
°
D
d
° 9 YARDS OF
CONCRETE SPREAD
.
° ` EVENLY AROUND
..
e,O n
e' dc '
v u°
°
° E"
° WET WELL
'° D.
°
BTM. OF WET WELL=6.75'
° D
.. D D .e
D ° D
D °,°
D
e.. D ° D
°
°. SUBMERSIBLE PUMPS (2 -REO -D.)
�
� � �
O � �
�
NOTE: FITTINGS AND VALVES SHOWN
SHALL BE THE SAME FOR BOTH
DISCHARGE MAINS.
INSTALL FLYGT MODEL TOP 150 FIGERGLASS
12" QUARRY SPALLS BASE
COURSE COMPACTED TO 95%
BASIN WITH INTEGRAL DISCHARGE ELBOWS, PER
MDD PER ASTM D1557
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
FILL VOIDS AROUND FIBERGLASS INSERT WITH
SELF -COMPACTING CONCRETE, CLASS C30 SECTION A -A
NOTE: THE GRAVITY SEWER INLET PIPING (ITEMS 17 THRU 21) ARE SHOWN ROTATED
900 IN THIS SECTION FOR CLARITY. SEE PLAN VIEW FOR THE ACTUAL ORIENTATION.
NOTES. 4. ALL PIPE PENETRATIONS IN WET WELL AND VALVE VAULT
SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED.
1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT KOR-N-SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS
LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR IN MANHOLES. ALL PENETRATIONS SHALL BE MADE
WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND WATERTIGHT.
FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED g, ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED
EXTERIOR PER SPECIFICATIONS. w/MEGALUGS COMPATIBLE WITH DI AND PVC C900 PIPE.
2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES g. WET WELL &VALVE VAULT SHALL BE COATED INTERNALLY AND
SHALL BE IMPORTED GRAVEL BORROW COMPACTED TO 95% MDD EXTERNALLY PER SPECIFICATIONS.
PER ASTM D1557. THE PAY LIMITS FOR LIFT STATION
EXCAVATION AND BACKFILL SHALL BE WITHIN 5' HORIZONTALLY 7. CORE DRILL ELECTRICAL &TELEMETRY PENETRATIONS IN
OF THE WET WELL AND VALVE VAULT STRUCTURES. FIELD AS REQUIRED.
3. ALL CONCRETE SUPPORTS TO BE FORMED. 8. SOME ITEMS IN THE SECTION VIEW ARE ROTATED FOR CLARITY
PURPOSES. SEE PLAN VIEW FOR ACTUAL ORIENTATION.
LAJ
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