Lift Station Rehabilitation Plans 4-3-2026.pdf
PDF 16 MB Posted
- Attached to
- 26PS729004 INDEX BLDG LIFT STATION
- Solicitation number
- 27-350SOS-SOS35-B-53276
- Issued by
- St. Clair County, Illinois
About this file
This is a construction plans document for the Illinois Secretary of State (ILSOS) Lift Station Rehabilitation project located at 111 E. Monroe Street, Springfield, Illinois. The project involves the installation of a new prefabricated lift station to replace an existing lift station at the Index Building. The scope of work includes installation of new grinder pumps in a new manhole, connection of a new 2-inch PVC sanitary sewer forcemain (50 linear feet at 1.38% slope), installation of a new 4-inch PVC sanitary sewer connection (10 linear feet at 1.00% slope), new concrete sidewalk and curb construction, new full-depth asphalt pavement, underground PVC conduit sleeves, trench backfill with flowable fill (CLSM), and electrical work including control panel installation and wiring. The bid date is April 2, 2026, with plans issued for construction on April 3, 2026.
The electrical component includes installation of a wall-mounted lift station control panel, three 1.5-inch underground PVC conduit sleeves for wetwell penetrations, level control instrumentation with float switches and cables, and pump cables routed through dedicated conduit sleeves with proper sealing and expansion collars. The control panel will reuse existing power conductors from the existing power panel (XEP-1) located in the building basement. All work must comply with state and local electrical codes, IDOT standard specifications for road and bridge construction, and Illinois standard specifications for water and sewer construction. The new lift station must be operational before the removal of the existing lift station is completed.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| IPG Active Registered Vendor Disclosure formerly Forms B v.23.1~42.docx | DOCX document | |
| Lift Station Rehabilitation Specifications 4-2-26.pdf | ||
| 26.04 Index Lift Station IFB 27PS729004.pdf | ||
| Vendor Disclosure v 24.1 Formerly Forms A~19.docx | DOCX document |
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Text version
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2417 West White Oaks Drive ● Springfield, Illinois 62704 217-544-8033 ● 1-800-241-8000 vk do m .n et \s pr sh ar e\
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IL SECRETARY OF STATE - LIFT STATION REHABILITATION
111 E. MONROE ST SPRINGFIELD, IL
54010
SITE PLAN C-3
AS NOTED
CAB
OMP
OMP
BID
4/2/26
Fr id ay , A pr il
3, 8:
:3
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NEW UNDERGROUND
PVC CONDUIT SLEEVESNEW FULL DEPTH
ASPHALT PAVEMNT
INSTALL NEW GRINDER PUMPS
IN NEW MANHOLE.
SEE SHEET SP-1 FOR DETAILS.
INSTALL WIRING IN ACCORDANCE
WITH INSTALLATION DETAIL.
25'
NEW 2" PVC SANITARY SEWER FORCEMAIN
50 L.F. @ 1.38%
USFL = 579.54
DSFL ~ 578.85
CONNECT NEW SANITARY
SEWER SERVICE TO EXISTING
12" SANITARY SEWER.
APPROXIMATE INV. = 578.85
NEW CONCRETE SIDEWALK AND CURB.
SEE DETAILS ON SHEET C-4.
BACKFILL WITH FLOWABLE FILL
(CLSM).
NOTES:
1. TRENCH BACKFILL IS REQUIRED UNDER AND WITHIN 2' OF ALL PAVEMENT AND SIDEWALKS AND
SHALL BE IN ACCORDANCE WITH IDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION SECTION 208 AND ARTICLE 1004.5 AND STANDARD SPECIFICATIONS FOR WATER
AND SEWER CONSTRUCTION IN ILLINOIS SECTION 20-4.06.
7.
3'
6.
4'
5.0'
5.0'
.9
CONCRETE
WASHOUT
NEW 4" PVC SANITARY SEWER CONNECTION
10 LF @ 1.00%
USFL = 570.86
DSFL = 570.76
SHEET NO.
PROJECT
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IL SECRETARY OF STATE - LIFT STATION REHABILITATION
111 E. MONROE ST SPRINGFIELD, IL
54010
DETAILS C-4
AS NOTED
CAB
OMP
OMP
BID
4/2/26
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3, 8:
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R1"
NEW GRADE
COMPACTED
SUBGRADE
SUB-BASE GRANULAR
MATERIAL TYPE B
CLASS SI CONCRETE
3' Min
2' Max
3' Min Cut
3' Min
2' Max
2"
6"
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2417 West White Oaks Drive ● Springfield, Illinois 62703 217-544-8033 ● 1-800-241-8000
IL SECRETARY OF STATE - LIFT STATION REHABILITATION
111 E MONROE ST SPRINGFIELD, IL
54010
R-1
AS NOTED
BSS
OMP
OMP
BID
4/2/26
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EXISTING LIFT STATION REMOVAL
SECTION D-D
SECTION E-E
OFF ROADWAY H2O RATED COVER
FIBERGLASS
BASIN
2" GATE VALVE
4" SCH 80
INLET PIPE FITTING
SHIPPED LOOSE FOR
FIELD INSTALLATION.
CL BASIN
CL BASIN
DETAIL A
SCALE 1 : 4
(2) ELECTRICAL
CONDUIT HUB
SHIPPED LOOSE
FOR FIELD
INSTALLATION
NOTE: LOCATE CHAIN SO
PUMP AND SLIDING ELBOW
ARE BALANCED AT THE
CENTER OF GRAVITY
PUMP OFF LEVEL
PUMP 1 ON LEVEL
PUMP 2 ON LEVEL
ALARM LEVEL
BASIN DEPTH
o 48 INCHES o 60 INCHES o 72 INCHES o 84 INCHES o 96 INCHES
172 INCHES
BASIN DIAMETER
oØ36 oØ48
30.00
10.00
18.00 22.00
28.00
2" BULKHEAD
FITTING
BAF-1220
BREAK AWAY
FITTING SYSTEM
BALLAST
SUPPORT
FLANGE
UPPER GUIDE RAIL HOLDER
SUPPLIED WITH BAF SYSTEM
(2)SS LIFT CHAIN HARNESS
SHIPPED LOOSE FOR
FIELD INSTALLATION
FLOATS & WEIGHTS
SHIPPED LOOSE FOR
FIELD INSTALLATION
1" SCH40 SS
GUIDE RAILS
1.25" BRASS
SWING CHECK
VALVE
D D
E
E
A
ANTI-FLOTATION
FLANGE (SQUARE)
48" INSIDE DIAMETER X 8" HEIGHT
FLANGE
STEEL CURB FRAME
-GALVANIZED
NOTES:
1. INSTALL NEW PREFAB LIFT STATION AND COMPONENTS IN LOCATION AS
SHOWN ON DRAWING C-3. PREFAB LIFT STATION MANUFACTURER TO
PROVIDE BASIN, PUMPS AND PIPING ASSEMBLIES.
2. HAVE NEW LIFT STATION OPERATIONAL BEFORE COMPLETING REMOVAL
WORK ON DWG. R-1.
3. INVERT OF SEWER TO NEW LIFT STATION TO BE 570.50, APPROXIMATELY
16.36 INCHES FROM BOTTOM OF STRUCTURE. CONTRACTOR TO FIELD
VERIFY EXISTING ELEVATIONS.
4. LEVEL CONTROLS MUST BE INSTALLED OUT OF THE INFLUENT FLOW TO
AVOID TURBULENCE.
5. ELECTRICAL CONDUIT & FITTINGS TO BE INSTALLED ACCORDING TO
STATE AND LOCAL CODES.
SEE NOTE 3
SHEET NO.
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APPROVED
DATE
ISSUED FOR
DATE REVISIONS
2417 West White Oaks Drive ● Springfield, Illinois 62703 217-544-8033 ● 1-800-241-8000
IL SECRETARY OF STATE - LIFT STATION REHABILITATION
111 E MONROE ST SPRINGFIELD, IL
54010
SP-1
AS NOTED
BSS
OMP
OMP
BID
4/2/26
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Fr id ay
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NEW PREFAB LIFT STATION
PL
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APPROVED
DATE
ISSUED FOR
DATE REVISIONS
2417 West White Oaks Drive ● Springfield, Illinois 62704 217-544-8033 ● 1-800-241-8000 vk do m .n et \s pr sh ar e\
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IL SECRETARY OF STATE - LIFT STATION REHABILITATION
111 E MONROE ST SPRINGFIELD, IL
54010
ELECTRICAL SITE PLAN
E-1
AS NOTED
JLUCAS
OPATTON
JLUCAS
BID
4/2/26
Fr id ay , A pr il
3, 8:
:1
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GENERAL NOTES:
1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR
SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ENGINEER
PRIOR TO PROCEEDING WITH WORK.
2. ALL EXTERIOR RACEWAYS THAT EXTEND FROM BELOW GRADE TO ABOVE GRADE
SHALL BE INSTALLED WITH EXPANSION COLLAR SLEEVES.
3. OBSERVE ENVIRONMENT AND AREA CLASSIFICATIONS AS REQUIRED. FOLLOW ALL
APPLICABLE CODES.
4. AVOID CONDUIT PENETRATIONS ON TOP OF WALL-MOUNTED PANELS.
5. CONTRACTOR SHALL FIELD VERIFY LOCATION AND CONDITION OF EXISTING LIFT
STATION CONTROL PANEL FEEDER CONDUIT. EXISTING CONDUIT IS INSTALLED
BETWEEN LOWER LEVEL POWER PANEL (XEP-1) AND GRADE LEVEL CONTROL
PANEL. LOCATE NEW PANEL ENCLOSURE TO ALLOW FOR REUSE OF EXISTING
FEEDER CONDUCTORS.
6. REFER TO REMOVAL SHEETS FOR ELECTRICAL DEMOLITION SCOPE.
LIFT STATION WETWELL.
CONSTRUCT FIELD WIRING
CONNECTIONS IN ACCORDANCE
WITH INSTALLATION DETAIL.
WALL-MOUNT LIFT
STATION CONTROL PANEL.
NEW 1-1/2" UNDERGROUND
PVC CONDUIT SLEEVES
(QTY: 3).
WETWELL CONDUIT
SLEEVE PENETRATION
EXISTING BUILDING BASEMENT PLAN
SCALE: NONE
APPROXIMATE LOCATION
OF EXISTING DISCONNECT
SWITCH AND CONTROL
PANEL AT GRADE LEVEL.
REMOVE EXISTING
ENCLOSURES AND INSTALL
NEW LIFT STATION
CONTROL PANEL.
APPROXIMATE LOCATION OF
EXISTING POWER PANEL (XEP-1).
CONTRACTOR SHALL CONNECT
FEEDER CIRCUIT CONDUCTORS TO
NEW LIFT STATION CONTROL PANEL.
NOTES:
1. CONTROL PANEL LAYOUT SHOWN FOR INFORMATION ONLY AND
REFLECTS ONLY THE ENCLOSURE CONTROLS COMPARTMENT. LAYOUT
MAY NOT INCLUDE ALL REQUIRED ITEMS. CONTRACTOR SHALL SUBMIT
FOR REVIEW CONTROL PANEL LAYOUT WITH ALL REQUIRED DISPLAY
ITEMS COMPLYING WITH CONTROL DESCRIPTIONS
2. REFER TO SPECIFICATIONS FOR COMPLETE CONTROL PANEL
REQUIREMENTS
3. CONTROL PANEL SHALL BE WALL-MOUNTED TO BUILDING EXTERIOR.
4. INTENT IS TO REUSE EXISTING POWER CONDUCTORS FROM PANEL
XEP-1. CONTRACTOR SHALL LOCATE NEW CONTROL PANEL TO
CONNECT THESE CONDUCTORS.
LIFT PUMP 1 INDICATORS 1
WETWELL HIGH/LOW LEVEL ALARMS
RUNNING
AVAILABLE
H-O-A SWITCH
2 LIFT PUMP 2 INDICATORS
ALARM
ELAPSED TIME METER
BACKUP MODE ALARM INDICATOR
BACKUP MODE SELECTOR SWITCH
3" 3"
3" 3"
1. MINIMUM 2" BETWEEN CONDUITS IN MULTIPLE
CONDUIT INSTALLATION
2. DETAIL APPLIES TO ALL EXTERIOR CONDUITS EXCEPT
SERVICE ENTRANCE AND STANDBY POWER CONDUITS
UNLESS SHOWN OTHERWISE ON PLANS.
NOTES:
" M
IN
IM
U M
WARNING TAPE
COMPACTED
BACKFILL
COMPACTED SAND
CONDUIT
HIGH LEVEL
FLOAT
STAINLESS
STEEL
CHAIN
ANCHOR
TIE TO
CHAIN
(TYP)
LOW LEVEL FLOAT
FLOAT BACKUP
6" MIN.
NO SCALE
WETWELL STRUCTURE.
STAINLESS STEEL
CABLE STRAIN RELIEF
(KELLEM'S GRIP).
STAINLESS CABLE
SUPPORT BRACKET, OR
HOOK WITH
SPRING-LOADED CLASP
REQUIRED FOR EACH
CABLE.
WETWELL
HATCH
OPENING.
LEVEL TRANSDUCER
NEMA TYPE 3R LIFT LIFT
STATION CONTROL PANEL
1 1/2" (MAX.) SCH40 PVC
NEMA TYPE 7 CONDUIT
SEALING FITTING
" M
IN
6"
PUMP
CABLES
NEMA TYPE 7 JUNCTION BOX
PUMP CABLE SLEEVE
TRANSITION TO RIGID
GALVANIZED CONDUIT
6"
FLOAT
CABLES
CORE DRILL CONDUIT SLEEVE AND
INSTALL WITH LINK SEAL FOR
WATERTIGHT PENETRATION
1. INSTALL LIFT PUMP CABLES IN SIMILAR FASHION TO
INSTRUMENTATION CABLES.
2. PROVIDE DEDICATED CONDUIT SLEEVE FOR EACH
PUMP CABLE AND ONE SLEEVE FOR
INSTRUMENTATION CABLES.
NOTES:
MFR CABLE
DUCT SEAL COMPOUND
LEVEL INSTRUMENT
CABLE SLEEVE
SPARE
MAIN LUGS
SHEET NO.
PROJECT
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S:
_C on st ru ct io n Pl an s
_E xi st in g To po
SCALE
DRAWN
CHECKED
APPROVED
DATE
ISSUED FOR
DATE REVISIONS
2417 West White Oaks Drive ● Springfield, Illinois 62704 217-544-8033 ● 1-800-241-8000 vk do m .n et \s pr sh ar e\
\0
0- Ev an _L lo yd
\0
0-
_L ift _S ta tio n_
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A _f or _I
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Pl an ni ng
\C A
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Pr od D ra w in gs
\5
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S El ec tr ic al
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IL SECRETARY OF STATE - LIFT STATION REHABILITATION
111 E MONROE ST SPRINGFIELD, IL
54010
ELECTRICAL DETAILS AND SCHEMATICS
E-2
AS NOTED
JLUCAS
OPATTON
JLUCAS
BID
4/2/26
Fr id ay , A pr il
3, 8:
:0
A M
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