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CLEANING PAD TOP
DELETED
12" HDPE 10
I.E. 1.35
EL. 4.63���
HIGH WATER ALAR
EL. 4.13
PUMP No.2 ON
'�74x EL. 3.13
PUMP No.1 ON
EL. 1.87
77
S ,�bSrE ,PIFjfPjP� KT/Wf[LL,/HfXTCyC Fjftf�nTE /
s ALL PUMPS OFF ~
Y OPTION NOT USED
19 STAINLESS STEEL ANCHOR INSERTS FOR PUMP R
DAVIT CRANE BASE.
VAULT DESIGN NOTES: SUPPLY CENTER ACCESS LADDER
PER PLAN DETAIL FULL HEIGHT.
1. ALL PIPING & VALVES WITHIN VAULT ARE 6 INCH DIAMETER. ADJUST SUPPORT LEG HEIGHTS 2, —0 1 2
TO NEW HATCH LOCATION 2"
2. VALVES AND VAULT PIPING SYSTEM FACTORY TESTED
TO
Ioo
150
PSI AFTER ASSEMBLY.
CLEANING
PAD'
o�
.
INSTALL OWNER SUPPLIED
DAVIT BASE AS SHOWN.
,°�� :
,.°
1 C
CORE MIN 4 1/2 0 HOLE
THROUGH LID FOR BASE SHOE.
O
SUBMERSIBLE NON —CLOG SEWAGE PUMPS, FLYGT
ANCHOR TO LID WITH 4 SS
-
MODEL CP-3152 (432) OR EQUIVALENT.
ANCHOR RODS 5/8"0 j
(6" MIN EMBED).
�2
6—INCH FLYGT DISCHARGE ELBOW.
INSET BASE INTO LID FOR
=
FLUSH MOUNT OR PROVIDE
'
0 0
G3
STAINLESS STEEL (SS) DISCHARGE PIPING (SCHED
GROUT PACK AROUND BASE
10) FACTORY TESTED TO 150 PSI. PROVIDE ALL
PLATE FOR MAX RELIEF OF
a,
PIPE PENETRATIONS WITH RUBBER BOOTS
O
1 1 /4" (USE SIMILAR DETAIL
9:
KOR—N—SEAL OR EQUIVALENT).
TO SHT C40-1.)
4
STAINLESS STEEL DISCHARGE PIPE ANCHOR
MOVED FOR
FIELD FIT
16
-.
BRACKET.
NOTE:
INCLUDE PENETRATION
"
O5
DI SLEEVE COUPLING, STAINLESS STEEL TO DI
FOR TWO ADDITIONAL
PIPING
2" CONDUITS FROM
10
�6
2 INCH SCHEDULE 40 STAINLESS STEELGUIDE
DISCONNECT VAULT ASSPARES. ET WELL CENTER 12" HDPE
BARS FOR EACH PUMP (FULL HEIGHT). ATTACH
A —LINE
18+07 (45' LT)
TO HATCH UNI—STRUT WITH FLYGT UPPER
DELETED
GUIDE BAR BRACKET.
/SP I �
R PLAN
O7
PUMP POWER CABLE WITH QUICK CONNECT
iS R
COUPLING AT PUMP DISCONNECT VAULT. PROVIDE
PRECAST TOP SLAB WITH
EACH CABLE WITH A STAINLESS STEEL BASKET
ACCESS HATCH, CABLE
CABLE GRIP ATTACHED TO HOOK ON UPPER GUIDE
TRAY, WET WELL VENT,
BAR BRACKET.
AND ANCHOR INSERTS FOR
16 1 R
PUMP HOIST
�8
STAINLESS STEEL CHAIN SLING FOR PUMP
RETRIEVAL USING FLYGT GRIP —EYE. ATTACH TO
PUMP LIFTING HANDLE.
3/16—INCH STAINLESS STEEL GUIDE CABLE (709
STRAND) ATTACHED TO CHAIN SLING. PROVIDE BOTH
6
7
ENDS OF CABLE WITH THIMBLE AND STAINLESS'°
m�
STEEL SWEDGE. ATTACH UPPER END OF CABLE
84"
TO HOOK ON UPPER GUIDE BAR BRACKET.
STAINLESS STEEL
WALL GUIDE
10 WET WELL SEAL, KOR—N—SEAL OR EQUIVALENT. I _
DELETED R
1 1 SEE DETAIL SHEET C41 C FOR LEVEL SENSORS AND CLEANING PAD 4.
FLOATS. SEE DETAILS, ,641 C39B
4
12 4
NOT USED
n
16 PRECAST INTO WET WELL TOP SLAB. L.W.
PRODUCTS ACCESS HATCH W/RECESSED PADLOCK
P R EQU
@17 /R�fn nraG i Fr4/ I�Nf' SHiSTVGKAT,FNG!
EL. —4.87
PRECAST WET WELL BASE
ASSEMBLY WITH FLYGT
TOP 100 FIBERGLASS
SELF—CLEANING SUMP,
OR EQUIVALENT
FA
1,A
NOT PLACED
AS SHOWN
R
PUMP DISCONNECT
(SEAL —OFF) VAULT
\ _ 00 tO _ —
l\ -4-N 54 65
\��
I 12" TH It CAST— I N— P LAC E
I
ST RESTRAINT
3 1 /2"
3 1 /2
e VALVE VAULT CENTER
IA —LINE 18+19.6 (46.3' L
91
11
l COLLAR (TY EACH. END) i_ 6 —4
\ NEW 4'x4' TYPE ill
UTILITY VAULT J—BOX ------
PLAN
12" THICK
CAST —IN —PLACE CONCRETE
PRECAST LID THRUST RESTRAINT COLLAR
MOVED PUMP DISCONNECT VAULT (TYP. EACH END)
(SEAL —OFF) VAULT 4'-10"
5 OPENING
R
EL. 26.5f L
TO CONTROL
CONDUITS PANEL (IN CONTROL BLDG)
CLASS 50 D.I. 57
i (5) F DISCHARGE PIPING 54 53 �65 54 55 (� 60 61 Cz
2%
DELETED PRECAST WET WELL BARREL
SECTIONS CONFORMING TO
ASTM C-478 WITH SINGLE
�.OFFSET R-3 RUBBER
GASKET JOINTS. BARREL
LENGTHS AS REQUIRED FOR
. x DEPTHS SHOWN
11
00
11-1
3
_ 2 M
8'-6"
PROFILE SEE FOUNDATION, SHEET C38
1 7DIAMETER WET WELL
SCALE: 1 /2"=1 '-0"
b
019
EL. 26.5f
�IIIII�1� �I�II=� � . •
EMii�
--� �— PRECAST CONCRETE
VAULT W/ EXTENSION(S)
PROFILE AS REQUIRED, UTILITY
VAULT MODEL 575 OR
EQUIVALENT.
6" VALVE VAULT
SCALE:, 1/2"=1'-0"
S
51 VAULT EXTENSION RISER(S), HEIGHT
AS REQUIRED FOR hIPE COVER DEPTH
SHOWN.
PRECAST INTO VAULT TOP SLAB.
BILCO OR L.W. PRODUCTS ACCESS
HATCH W/WATERTIGHT GASKET AND
RECESSED PADLOCK HASP.
53 CL 52 DI PIPE SPOOL (PE x PE)
54 DI FLEXIBLE SLEEVE COUPLING, DI
TO DI PIPE
55 DI PPE SPOOL (FLG x PE)
56 FLANGED DI BODY SWING CHECK
VALVE, APCO MODEL_ 106 OR
EQUIVALENT. (NOTE:: ONE WAY VALVE)
57 ECCENTRIC PLUG VALVE W/2—INCH
OPERATING NUT, DEZURIK MODEL
PEC6 OR EQUIVALENT
58 DI 90' BEND (FLG x FLG)
59 DI PIPE SPOOL (FLG x FLG)
60 DI TEE (FLG x FLG)
61 WAFER STYLE DIAPHRAM PRESSURE
SENSOR, RED VALVE. SERIES 40 OR
EQUIVALENT.
DI PIPE SPOOL (FLG x PE)
63 ADJUSTABLE PIPE SUPPORT, STANDON
OR EQUIVALENT (TYI' OF 3).
64 VAULT SEAL, KOR—N—SEAL OR
EQUIVALENT (TYP OI- 3).
65 RETAINER GLAND CENTERED IN THRUST
COLLAR, MEGALUG OR EQUIVALENT
(TYP OF 3),
66 8"x6" REDUCER , DI VAULT PIPING TO
STORM MAIN PIPING,
67 8" D.I. STORM MAIN.
68 2" DIA. DRAIN PIPE. SLOPE TO DRAIN
TO WET WELL. EXTEND PIPE BELOW
CLEANING PAD.
D-28G209
H
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—
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o/ 's\ —ENGINEERING—STREETS—WATER—SEWER—PARKS—BUILDING—
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by
date
CONSULTANTS
WET WELL AND VALVE VAULT
MECHANICAL-
C39A
sheet39Aof 144
designed
MD
2/20/01
333019THAVENUESOUTH
FEDERAL WAY, WASHINGTON
BERGER/ABAM 98003-2600
E N G I N E E R S° I N C, VOICE: 206 431-2300
FAX: {206,�31_2250
________
_
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BJA
2/20/01
checked
GLP
2/20/01
SOUTH 180th STREET GRADE SEPARATION
job no A00084
proj eng
CCW
2/20/01
R
3/11/05
RECORD COPY
scale A8 SHOWN
ro• dir
p '=
GLP
2/20/01
n0
date'
revisions
field bk no
_
date 20—Feb-21
)01 /
L ast Saved on Wed May 18 2005 of 03.• 04PM by Hamilton File Nome.- 0- 12000 I A 00084 1 CAOD I dwgs I C-39A. dwg Scole: 24