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BACKUP LEVEL CONTROL DISPLACEMENT -
FLOATS W/15' EXTRA COIL FOR LEVEL
ADJUSTMENT (3 TOTAL) SEE ELECTRICAL
DRAWINGS
SUBMERSIBLE
PUMPS SEE SPECS. °
(2—REQ'D.)
96"0 WET WELL
0 0 L__
I II C
I ;
Inv
FRP ACCESS LADDER
WITH POLYPROPYLENE
HANGING LADDER BELOW. DOOR
° a I I i — — —\ OPEN °I
I I I
5 STILL WELL I I
9 PER DETAIL I I I
° I
4" PVC VENT II— — ---- --- —
PIPE PER DETAIL — — — — — — —
5 S.S. BRACKET °
FOR STILL WELL
2
_ NEW 1
EX. 12" STORM
Y STORM PIPE CB
�_---- 13
1' u
TYP. 13
12
°
°
1'
3
a° — °
- - ------
110
I I
� it
a
I I
14
II I
CUT NOTCH IN GRATING
i 1 1 11
I
AND DRAIN DISCHARGE
1" BELOW GRATING
III r i
III DOORS
I I I
SUMP W/ ALUMINUM
i j I OPEN
GRATE
8
I I
I I
11 9 I I I I
4 I I I
I
II 2 I
1 1 I
I I
I
14
I II 10
I
II
I
I
I
- - - --
I
o
48"x72" ACCESS HATCH
°
------ -
10
--
PER SPECIFICATIONS
°
6'-0"
11 2
2" PVC, SCH. 40 ACCESS
— — — — — — — — — —
_— _—
HATCH DRAIN LINE. 14 r — — — — — — I
II I
I I I
HINGES ON THIS ILiIII 2
SIDE OF HATCH
-- —— — — —— -- I
24"x36" SINGLE ACCESS 4A 4°
HATCH WITH POST & CHAIN ° °
HATCH GUARD PER la
SPECIFICATIONS n °
EXTRA HEAVY DUTY
ALUMINUM ACCESS
LADDER.
6" DI FORCE MAIN —
(SEE SHT. C5 & C6)
PLAN VIEW
O
4'x6' 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
l 0 2t
�_ w�� 8" DI GRAVITY
SEWER INLET
II
I
-- I i
I I `PIPE PENETRATION (TYP.)
I (SEE NOTE 4 THIS SHEET)
I I I
III 2"0 TYPE 304
SCH.40 S.S. GUIDE
RAILS (TYP.)
—MIXED FLUSH VALVE ROTATE
UP AT 45' ANGLE
�R A1N
NEW 12" SBAN p�p1N0i
OVER FORCE
PIPE PENETRATION
(TYP.) (SEE NOTE
4 THIS SHEET)
—1-1/2" SCH. 80 PVC
SUMP PUMP
DISCHARGE PIPE
PRESSURE
GAUGE ASS'
(TYP. OF 2)
7" FLOOR
" DRAIN
24" 18" 12" 6" 0 1' 2' 3' 4'
i%
SCALE: 1 /2"=V-0"
Stantec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869-9448 www.stantec.com
4'x6' ALUMINUM DOUBLE
DOOR ACCESS HATCH, PER
SPECS WITH RAILING AND
CHAIN HATCH GUARD.
1LF-6" SPOOL (FLxFL)
1-2" TAPPED BLIND FLANGE
1-2" BALL VALVE
PRE —CAST CONCRETE
VALVE VAULT 6'W x 121,
UTILITY VAULT N0. 612—LA
PRO) L►
,7
�'SIO.'�"11L V•"'� �
PRE —CAST CONCRETE VALVE
VAULT 6'W x 121, UTILITY
VAULT NO. 612—LA
24%36" 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 FOR PAVEMENT DETAILS 27 52'
ja
4a
`a
•
•a
FM IE=20.14'
4" CRUSHED SURFACING BASE
COURSE COMPACTED TO 95%
MDD PER ASTM D1557
42"-45"
0
14
of 1LF-6" SPOOL (FLxFL)
o1-6" TAPPED BLIND FLANGE
W/2" TAP
1-2" BALL VALVE
EXTRA HEAVY DUTY
ALUMINUM ACCESS
o LADDER
0
o
12'-0"
ma _
EXTEND 1' (MIN) BEYOND
CONCRETE BASE L24" QUARRY SPACES 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
2 6" D.I. PIPE SPOOL, FL x PE, LF AS REQ'D. 8 I
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% 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 REO'D. 2 j
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 j
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.
REVISION
SURVEYED:
DESIGNED
DRAWN:
BWM
CHECKED:
BY DATE APPR APPROVED:
RAILING AND CHAIN HATCH
GUARD PER SPECS.
V
'x6' ALUMINUM DOUBLE ACCESS 4'x6' ALUMINUM DOUBLE DOOR
ATCH, 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'
2" 0 TYPE 304 SCH.40 6
14 S.S. GUIDE RAILS
11 IL
77
1-1 /2"PVC, SCH. 80
2"PVC, SCH. 40 14 SUMP PUMP 14
ACCESS HATCH DISCHARGE FROM
DRAIN LINE. VALVE VAULT
3 SCH. 80 PVC
SUMP PUMP -
DISCHARGE PIP�23OC
14
NEW 12" STORM
DRAIN PIPE
*i
9 14
12
8
RAILING AND CHAIN HATCH
GUARD PER SPECS.
° 4
p°
� e
o
7.38'
VALVE NUT EXTENDER
& VALVE BOX PER
DETAIL
8' INSIDE DIAMETER
PRECAST CONCRETE
MANHOLE
BACKUP LEVEL CONTROL
DISPLACEMENT FLOATS W/
15' EXTRA COIL LEVEL
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.
REVISION
SURVEYED:
DESIGNED
DRAWN:
BWM
CHECKED:
BY DATE APPR APPROVED:
RAILING AND CHAIN HATCH
GUARD PER SPECS.
V
'x6' ALUMINUM DOUBLE ACCESS 4'x6' ALUMINUM DOUBLE DOOR
ATCH, 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'
2" 0 TYPE 304 SCH.40 6
14 S.S. GUIDE RAILS
11 IL
77
1-1 /2"PVC, SCH. 80
2"PVC, SCH. 40 14 SUMP PUMP 14
ACCESS HATCH DISCHARGE FROM
DRAIN LINE. VALVE VAULT
3 SCH. 80 PVC
SUMP PUMP -
DISCHARGE PIP�23OC
14
NEW 12" STORM
DRAIN PIPE
*i
9 14
12
8
RAILING AND CHAIN HATCH
GUARD PER SPECS.
° 4
p°
� e
o
7.38'
VALVE NUT EXTENDER
& VALVE BOX PER
DETAIL
8' INSIDE DIAMETER
PRECAST CONCRETE
MANHOLE
BACKUP LEVEL CONTROL
DISPLACEMENT FLOATS W/
15' EXTRA COIL LEVEL
7.38'
VALVE NUT EXTENDER
& VALVE BOX PER
DETAIL
8' INSIDE DIAMETER
PRECAST CONCRETE
MANHOLE
BACKUP LEVEL CONTROL
DISPLACEMENT FLOATS W/
15' EXTRA COIL LEVEL
t_)
COURSE COMPACTED TO 95%
MDD PER ASTM D1557
SUBMERSIBLE PUMPS (2—REQ D.)
NOTE: FITTINGS AND VALVES SHOWN
SHALL BE THE SAME FOR BOTH
DISCHARGE MAINS.
EXTEND 1' (MIN) BEYOND L 12" QUARRY SPALLS BASE INSTALL FLYGT MODEL TOP 150 FIGERGLASS
CONCRETE 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
90" 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 1N MANHOLES. ALL PENETRATIONS SHALL BE MADE
WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND WATERTIGHT.
FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED 5. 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 6. 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.
SCALE
VERTICHORIZONTAL NADVD 918938� 99 ,/
AS NOTED 9� ,� CITY 0 F
REN TON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
DATE:
RENTON AIRPORT 8/6/13
LIFT STATION REPLACEMENT FIELDBOOK
PAGE:
DRAWING NO:
LIFT STATION PLAN AND SECTION CS
SHEET OF
8 21
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