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TOP OF SLAB
4"0 RIGID PIPE
6"D HOLE
VALVE
CHAMBER
6"0 HOLE
FILL SPACE WITH
NON —SHRINK GROUT
4"0 P.V.C. STUB
GLUED TO COUPLER
VALVE
CHAMBER
#4
0
45°"
2
1" SQ. "EZ STICK"
EXPANSION STRIP
DETAIL 1
N.T.S.
TOP OF SLAB
4"0 RIGID COUPLER
CAST IN PLACE
3/4"0 RIGID COUPLER
DETAIL 2
N.T.S.
HOLE WITH "A—LOK" TYPE 6" D.I.P.
COMPRESSION FITTING FOR
(SEE NOTES 3.4 & 4.1B.1)
WET
WELL
4"4 P.V.C. COUPLER
CAST IN PLACE
4"4 P.V.C. DRAIN PIPE
DETAIL 3
N.T.S.
WET
WELL
a 4 #4 @ 12" 0.C.
•
•
10"
a •
12"
10"
SECTION VIEW
MANHOLE STEPS/ACCESS LADDER
PER PSDR SEC. 3
PROVIDE "A—LOK" OR
"Z—LOK" COMPRESSION
FITTING FOR 6" DIP
TO CONDITION
MONITORING
STRUCTURE
ELEV.
SEE CHAMBER JOINING DETAIL
THIS SHEET (DETAIL #3)
7"
78" X 78"
A
CONDUIT
PENETRATIONS
SEE DETAIL 2
PROVIDE "A—LOK" OR "Z—LOK"
COMPRESSION FITTING FOR 6" DIP
(4 LOCATIONS)
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4" PVC COUPLER
6" DIA.
I
I OPENING
O
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O
•
18"
6'
1
1
►
1
1"SQ. EZ STICK"
EXPANSION STRIP
7'-8"
7'-8"
15'-4"
3/4" RIGID COUPLER HOLE IN
BOTH SIDES OF VALVE CHAMBER
PER PSDR SEC. 3
LB
WET WELL AND VALVE CHAMBER PLAN
SCALE: 1/2" = 1'-0"
#__ (TYP.)
#4 @ 12" BOTH WAYS
BOTH FACES
FL= __. __
72" X 72"
x� LJ
'CO
6" OPENING
NOTE: SEE MSD CONSTRUCTION
STANDARDS SECTION 3.2 FOR
ADDITIONAL INFORMATION
#5 @ 7" 0.C.
#4 FRAMING BARS @
12" 0.C.
CORBEL DETAIL
SCALE: 1" = 1'-0"
TO CONDITION
MONITORING
STRUCTURE
L_
ELEV. _
SLOPE FLOOR PER PSDR SEC. 3
TOP VIEW
#4 @ 12" BOTH WAYS
BOTH FACES
0
7"
SEE CORBEL DETAIL THIS SHEET 1
#4 @ 12" 0.C.
#5 @ 7" 0.C.
SEE JOINT DETAIL THIS SHEET
2"x4" KEYWAY (TYP.)
2" CLR. (TYP.)
12"
0"
O 0
0'
O 0
4" RIGID
COUPLER
4" PVC
COUPLER
Y
@ __" 0.C. Typ.
54" X 78"
---,48" X 72"
0
MSD
#6 @
SEC.
12" 0.C.
3.1
A
PER PSDR SEC. 3 ACCESS LADDER OR
MANHOLE STEPS LADDER SHALL BE
ANCHOR BOLTED INTO CONCRETE SEE
SECTION "A —A" FOR PLACEMENT.
O 0
O 0
O 0
60° GROUTED
0
0
0
0
O 0
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co
8" DIP
INFLUENT LINE
2'-6" x 2'-6" x 7'-8"
COUNTER WEIGHT
HALLIDAY SAFETY POST
PER PSDR SEC. 6 (TYP.)
•71-
2'-
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•
7"
7"
78" X 78"
72" X 72"
7"
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03
CONCRETE COUNTER WEIGHT
(CALCULATIONS TO BE INCLUDED
0 IN DESIGN REPORT BOOKLET)
3—#6 � I
0
O 0
1
BUTYL —ROPE SEALANT AT JOINTS (TYP.)
2" x 4" KEYWAY JOINT
ACCESS LADDER
PER PSDR SEC. 3
2" x 4" KEYWAY JOINT
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vo
D.I.P. INFLUENT PIPE
FL=
2" x 4" KEYWAY JOINT
BOTTOM STEEL 3" CLR.
#4 @ 12" BOTH WAYS
BOTH FACES
SECTION A —A
SCALE: 1/2" = 1'-0"
ELEV. __ __
1
L_
72"x72" CLEAR OPENING
DOUBLE HATCH DOOR
HALLIDAY S2S7272
J
7"
31"
54" X 54"
48" X 48"
► 7"
7"
48"x72" CLEAR OPENING
HATCH DOOR
HALLIDAY S2S7248
J
x
7"
HATCH LOCATION DETAIL
PLAN
SCALE: 1/2" = 1'-0"
ELEV. __ __
0
N
SIZE OPENING WITH
"A—LOK" COMPRESSION
FITTING FOR 6" DIP
0
" DIA. HOLE
0
6" DIA.
HOLE
36"
72"
SECTION "B—B"
VALVE CHAMBER
WALL OPENING DETAIL
N.T.S.
3/4" BUTYL —ROPE SEALANT
(TYPICAL ON ALL JOINTS)
2"x4" KEYWAY
JOINT DETAIL
SCALE: 1 "=1'
EXCAVATION SHOULD BE VERIFIED BY
GEOTECHNICAL ENGINEER TO CONFIRM THAT SOILS
ARE SUITABLE FOR PLACEMENT OF PUMP STATION.
THE PROFESSIONAL WHOSE SIGNATURE AND PERSONAL SEAL APPEAR HEREON, ASSUMES RESPONSIBILITY ONLY FOR
WHAT APPEARS ON THIS PAGE, AND DISCLAIMS (PURSUANT TO SECTION 327.411 RSMO) ANY RESPONSIBILITY FOR
ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS NOT SEALED BY
THE UNDERSIGNED PROFESSIONAL RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE
PROJECT TO WHICH THIS PAGE REFERS.
CO
1" DIA. TIE BOLTS W/ NUTS
(Sc 6" x 6" sq. STEEL PLATE
NOTE: ALL PIPING LOCATIONS
TO BE VERIFIED WITH
PUMP MANUFACTURER
1 ELEV. __
PER PUMP MANUFACTURER
NOTE: 4" DIA. OPENINGS TO BE
PLACED IN SAME LOCATION ON
COMMON WALL OF WET WELL
8"
5"
STITCH WELD
.125" THICK ALIMINUM
TYPICAL HATCH FRAME DETAIL
N.T.S.
Date:
Engineer Seal
METROPOLITAN
ST. LOUIS SEWER DISTRICT
PUMP STATION
DESIGN REQUIREMENTS
STRUCTURAL DETAILS SHEET
Asst Dir Engr
Dir Engr
Exec Dir
Designed
Drawn
Checked
Date
Sheet No
of
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ACCESS LADDER OR MANHOLE
STEPS PER PSDR SEC. 3
CONDITION MONITORING
STRUCTURE PER PSDR SEC. 3
FLOW METER
PER PSDR SEC. 6
MECHANICAL JOINT CONNECTION
(PER PSDR SEC 4)
A
PRE —CAST VALVE
CHAMBER 6 FT. SQ.
INSIDE DIMENSION
MECHANICAL JOINT
CONNECTION PER PSDR
SEC. 4
PRESSURE SENSOR PER PSDR SEC. 6
6" CHECK VALVE PER PSDR SEC. 4
6" PLUG VALVE PER PSDR SEC. 4
ACCESS LADDER OR MANHOLE —\
STEPS PER PSDR SEC. 3
6" D.I.P.
MINIMUM BETWEEN STR
TURES
FORCE MAIN
PER PSDR SEC. 4
18"0 x 2' FIBERGLASS SUMP BASIN
NOTES:
1. ALL PIPING INSIDE LIFT STATION WILL BE 6"
CLASS 53 A.N.S.I. A-21.51 (AWWAC151).
ACCESS LADDER
OR MANHOLE
STEPS PER PSDR
SEC. 3
FORCE MAIN
PER PSDR SEC. 4
LOCKABLE ALUMINUM
HATCH
FLOW METER PER
PSDR SEC. 6
- Z—LOCK
GASKET
F
— JUNCTION BOX PER PSDR SEC. 7
TEE
Z—LOCK GASKET
2—ADJUSTABLE PIPE
CRADLE JACKS PER
PSDR SEC. 3
LOCKABLE ALUMINUM HATCH
PER PSDR SEC. 6
3/4" DIA. RIGID COUPLER FOR
ELEC. OPENING PER PSDR SEC. 3
(TYP. BOTH SIDES)
7/
IIIIH
SLOPE FLOOR
TO DRAIN
8"
2—STAINLESS STEEL SUPPORT
BRACES PER PSDR SEC. 4
ACCESS LADDER PSDR SEC. 3
000000
PER PSDR SEC. 3 2— 1" TIE BOLTS w/ NUTS
& STEEL PLATE 6" FROM TOP OF WALL
(STAINLESS STEEL)
1"SQ. "EZ STICK" EXPANSION STRIP BETWEEN WET
WELL AND VALVE CHAMBER PER PSDR SEC. 3
— VALVE CHAMBER DRAIN
(SEE DETAIL THIS SHEET)
WET WELL
FLOAT BRACK
2'-6" x 2'-6" x 7'-8"
COUNTER WEIGHT
6 FT. SQ. INSIDE DIMENSION
ET
A
}
"A—LOK" COMPRESSION FITTING
8" D.I.P. INFLUENT LINE
WET WELL, VALVE CHAMBER, AND CONDITION MONITORING STRUCTURE PLAN
SCALE: 1/2" = 1'-0"
72" x 72" ACCESS HATCH TO BE "HALLIDAY"
MODEL NO. S2S7272 PER PSDR SEC. 6
HALLIDAY SAFETY POST
PER PSDR SEC. 6
pl
n
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ADJUSTABLE PIPE
CRADLE JACK
PER PSDR SEC. 3
1
LO
PIPE AND VALVES
PER PSDR SEC. 4
6" D.I.P.
IELEV. __
"A—LOK" OR
�� "ZIOK" GASKET
N
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PRESSURE SENSOR
JUNCTION BOX
PER PSDR SEC. 7
10"
SLOPE FLOOR PER PSDR SEC. 3
ADJUSTABLE PIPE
CRADLE JACKS
PER PSDR SEC. 3
4" RIGID COUPLER
PER PSDR SEC. 3
n
4"
VALVE CHAMBER DRAIN
(SEE DETAIL THIS SHEET)
STAINLESS STEEL GUIDE
BAR BRACKET PER
PUMP MANUFACTURER I
MIN. 2' COMPACTED EARTH FILL AROUND LIFT STATION
PUMP LIFTING CHAIN, PER PSDR 1EC. 6 -
STAINLESS STEEL SUPPORT
BRACKET PER PSDR SEC. 6
2"0 PUMP SLIDE RAILS
PER PSDR SEC. 6
6"0 D.I.P. DISCHARGE PIPE
12" (MIN.) COMPACTED
GRANULAR BACKFILL
10" 10"
\
\
HALLIDAY UPPER GUIDE BRACKET
72" x 48" ACCESS HATCH TO BE "HALLIDAY"
MODEL NO. S2S7248 PER PSDR SEC. 6
FLOAT BRACKET
(SHOWN OUT OF SECTION FOR CLARITY)
8
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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10"
4'-4''''
HALLIDAY SAFETY POST
PER PSDR SEC. 6 (TYP.
30"
DRY WELL HIGH LEVEL
2'-6''''
ELEV .
CONCRETE COUNTER WEIGHT
(CALCULATIONS INCLUDED IN
DESIGN REPORT BOOKLET)
EMERGENCY LEVEL (75% @ STORAGE)
•
ELEV .
ACCESS LADDER
PER PSDR SEC. 3
HIGH WATER ALARM - ELEV
D.I.P. INFLUENT PIPE
FL=
LAG PUMP ON - ELEV
LEAD PUMP ON - ELEV -
STOP - PUMP OFF (100% PUMP HEIGHT) ELEV -
PUMP (AS APPROVED BY MSD)
60°
GROUTED
SECTION "A -A"
SCALE: 1/2" = 1'-0"
i
ELEV. __ __
NOTE: SEE NEXT SHEET FOR PUMP STATION
STRUCTURAL DETAILS
STAINLESS STEEL
STRAP AROUND PIPE
� " HOLES
991,,
8
STAINLESS STEEL ANGLE
STAINLESS STEEL ANCHORS
(TYP.)
DIMENSION PER MANUFACTURER
STAINLESS STEEL ANGLE
—F
PLAN VIEW
HOLE SPACING TO BE
DETERMINED BY STRAP SIZE
A
FRONT VIEW
WET WELL PIPE SUPPORT BRACKET
N.T.S.
VALVE
CHAMBER
FILL SPACE WITH
NON —SHRINK GROUT
THE PROFESSIONAL WHOSE SIGNATURE AND PERSONAL SEAL APPEAR HEREON, ASSUMES RESPONSIBILITY ONLY FOR
WHAT APPEARS ON THIS PAGE, AND DISCLAIMS (PURSUANT TO SECTION 327.411 RSMO) ANY RESPONSIBILITY FOR
ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS NOT SEALED BY
THE UNDERSIGNED PROFESSIONAL RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE
PROJECT TO WHICH THIS PAGE REFERS.
4" P.V.C. STUB
GLUED TO COUPLER
P.V.C. GLUE BETWEEN
PIPE AND COUPLER
WET WELL
" P.V.C. COUPLER CAST IN PLACE
4" P.V.C. VALVE CHAMBER DRAIN
STUB GLUED TO COUPLER
4" 90° ELBOW
2—CLAMPS TO BE FURNISHED
BY VENDER
4" STUB
"TIDE FLEX" SERIES TF-2,4"
(SLIP ON) CHECK VALVE,
BY RED VALVE, CO.
VALVE CHAMBER DRAIN DETAIL
N.T.S.
Date:
Engineer Seal
METROPOLITAN
ST. LOUIS SEWER DISTRICT
PUMP STATION
DESIGN REQUIREMENTS
MECHANICAL DETAILS SHEET
Asst Dir Engr
Dir Engr
Date
Exec Dir Sheet No
Designed
Drawn
Checked
of
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POURED
CONCRETE
#5 BAR 12" LONG
THRU PIPE
6" DIAMETER
SCHEDULE 80 STEEL
PIPE FILLED WITH
CONCRETE
PAINT POST
SAFETY YELLOW
GROUND
/\/
1'-8'
SQ.
i
3'-6"
<13'-6"
6
BOLLARD SECTION VIEW
N.T.S.
CONDITION MONITORING STRUCTURE
BURIED PLUG VALVE (FM MAIN LINE)
BURIED PLUG VALVE (FM MAIN LINE)
— BOLLARD (TYP.)
BLIND FLANGE
E BYPASS FLOW
PLUG VALVE (BRANCH)
STANDARD VALVE
BOX (TYP. 3)
PER PSDR SEC 4
FORCE MAIN
TEE
DUCTILE IRON PIPE
(MATCH FM SIZE) BLOCKING
BYPASS PUMPING PORTAL SCHEMATIC VIEW
N.T.S.
90° FL BEND
WITH BLIND FLANGE
GROUND
CONCRETE —
PAD
90° MJ BEND
RESTRAINED
PLUG VALVE ON
BRANCH LINE
MEGA -LUG OR
APPROVED EQUAL
(TYP. OF FIVE JOINTS)
2'-6"
DUCTILE IRON
PIPE
THRUST
BLOCK
BYPASS PUMPING PORTAL SECTION VIEW
N.T.S.
NOTES:
1. THE BYPASS CONNECTION SHALL BE LOCATED WITHIN 50—FT OF THE
PUMP STATION VALVE VAULT. THE CONNECTION SHALL BE
SURROUNDED BY BOLLARDS AND LABELED "FOR EMERGENCY BYPASS
PUMPING ONLY."
2. ALL PIPING WITHIN THE BYPASS ASSEMBLY SHALL BE INTERIOR
COATED WITH PROTECTO 401.
3. ALL BURIED PIPES, VALVES, AND FITTINGS SHALL BE RESTRAINED
WITH WEDGE ACTION RETAINER GLANDS AND BLOCKING AS SHOWN.
4. ALL PIPING FOR THE BYPASS CONNECTION SHALL BE SIZED BY THE
ENGINEER OF RECORD.
CONDITION MONITORING STRUCTURE
BYPASS PUMPING PORTAL
INFLUENT D.I.P. SEWER
INCOMING MANHOLE —\o
INCOMING GRAVITY SEWER
12"0 DUCTILE IRON
PIPE PER PSDR SECTIONS 3 & 4
AT MINIMUM 1% SLOPE
MANHOLES
FORCE MAIN
VALVE VAULT
WET WELL
ACCESS MANHOLES
DETENTION CHAMBERS SIZED TO HOLD
TWENTY FOUR HOURS OF FLOW, PER
PSDR SECTION 3. MINIMUM SLOPE OF 1%.
QUANTITY AND SIZE WILL VARY
EXAMPLE DETENTION CHAMBER SCHEMATIC
N.T.S.
THE PROFESSIONAL WHOSE SIGNATURE AND PERSONAL SEAL APPEAR HEREON, ASSUMES RESPONSIBILITY ONLY FOR
WHAT APPEARS ON THIS PAGE, AND DISCLAIMS (PURSUANT TO SECTION 327.411 RSMO) ANY RESPONSIBILITY FOR
ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS NOT SEALED BY
THE UNDERSIGNED PROFESSIONAL RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE
PROJECT TO WHICH THIS PAGE REFERS.
Date:
Engineer Seal
METROPOLITAN
ST. LOUIS SEWER DISTRICT
PUMP STATION
DESIGN REQUIREMENTS
MISCELLANEOUS DETAILS SHEET
Asst Dir Engr
Dir Engr
Date
Exec Dir Sheet No
Designed
Drawn
Checked
of
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