12-IFB 26-1-23900R1 Vol.5B Plans V2.pdf
PDF 5 MB Posted
- Attached to
- MCT Building #3 Bus Lift Replacement (REBID)
- Solicitation number
- 26-1-23900R1
- Issued by
- Madison County, Illinois
About this file
This document is a comprehensive set of architectural and engineering design plans for the MCT Building 3 Lift Replacement project located at 1 Transit Way in Pontoon Beach, Illinois. The project involves removing and replacing two existing heavy-duty rotary vehicle lifts in a service bay area, with detailed specifications for demolition, new installation, electrical work, and pit modifications. The project is being undertaken by MCT (Madison County Transit) and designed by AAIC (Architecture and Construction) with WRF Engineers as a consulting firm. The project is scheduled for bid on 9/30/2025, with an expiration date of 11/30/2026.
The design plans include extensive technical details for the lift replacement, including specific requirements for concrete work, electrical connections, pneumatic line installations, and precise measurements for the new lift pits and control consoles. The project involves removing existing hydraulic systems, electrical connections, and concrete surfaces, and installing new lifts with accompanying infrastructure. The electrical plans specify using the existing Siemens 120/208V, three-phase, 250A electrical panel, with modifications including installing a new 40A/3P circuit breaker and providing new electrical and pneumatic connections for the lift console. The total project encompasses comprehensive demolition, electrical, and structural work within the service bay area of Building 3.
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Text version
COPYRIGHT 2025 by AAIC, INC.
A
PROJECT NUMBER:
SHEET NUMBER:
PROJECT PHASE:
DRAWN: CHECK:
EXPIRES: 11/30/2026
DATE:
H A
L F
/2
/4
/4
/2
/1
/8
G
R A
P H
IC
S
C A
L E
F
IG
U R
E S
SIGNED:
D R
A W
IN
G
R E
V
IS
IO
N
S
B
C
D
E
F
G
H
GENERAL CONTRACTOR
GYPSUM BOARD
FIRE EXTINGUISHER
& WALL BRACKET
FIRE EXTINGUISHER
EXPOSE (ED), EXPANSION
ELECTRIC WATER COOLER
ENGINEER (ING) (ED)
ELEVATION, ELEVATOR
ELECTRIC, ELECTRICAL
EXPANSION JOINT
DOWN SPOUTDS.
DW. DRYWALL
DEMO.
DET./DTL.
DIA.
D.L.
DR.
DIM.
C.T.
C.Y.
CAR.
DEMOLITION
DETAIL
DIAMETER
DIMENSION
DEAD LOAD
DOOR
CARPET
CERAMIC TILE
CUBIC YARD
D HDWD.
HDW. (R)
GYP.
H.B.
H.M.
H.D.
H.C.
GLS.
G.C.
HOSE BIB
HOLLOW METAL
HARDWOOD
HARDWARE
HIGH DENSITY
HOLLOW CORE
HANDICAPPED,
GYPSUM
GLASS
H
CONCRETE MASONRY UNIT
CONTINUOUS, CONTINUED
BUILDING EXPANSION JOINT
CONC.
CONF.
CONST.
CONT.
CORR.
CLG.
COL.
C.M.U.
C.F.
C.J.
CAB.
CEILING
CONCRETE
CONFERENCE
CONSTRUCTION
COLUMN
CORRIDOR
CABINET
CUBIC FEET
CONTROL JOINT
C
BK./BRK.
BLDG.
BLKG.
ASPH.
BM.
BOT.
BRG.
BO.
BD.
BEJ
BUILDING
BLOCKING
BY OWNER
BOTTOM
BEARING
BEAM
BOARD
BRICK
ASPHALT
B
FINISHFIN.
G.B./GYP. BD.
GALV.
FLEX.
FLUOR.
FLASH.
FL./FLR.
GAL.
GA.
FUR.
F.V.
FTG.
GALVANIZED
GALLON
GAUGE
G
FIELD VERIFY
FURRED (ING)
FOOTING
FLEXIBLE
FLUORESCENT
FLASHING
FLOOR (ING)
FRG
F.E.C.
FDN./FNDN.
EXIST., EX.
F.F.
F.E.
EXT.
EXP.
FIBERGLASS MAT REINF. GYP. BD.
FINISH FLOOR
EXTINGUISHER
CABINET & FIRE
FOUNDATION
EXTERIOR
EXISTING
F
AIR CONDITION (ING)
ARCHITECT (URE) (URAL)
ABOVE FINISH FLOOR
ADJACENT, ADJUSTABLE
ADDENDUM, ADDITIONAL
ACOUSTICAL CEILING TILE SYS.
ARCH.
APPROX.
ANOD.
A.L./ALUM.
ADJ.
ALT.
A.F.F.
A.B.
A.C.T.
ADD.
A/C
APPROXIMATE
ANODIZED
ALTERNATE
ALUMINUM
ANCHOR BOLT
A
E.W.C.
EQUIP.
ENGR.
ELEV./EL.
ELEC. ELECT.
EQ.
E.P.
E.
E.F.
E.J.
EA.
EQUIPMENT
EQUAL
ELECTRIC PANEL
EXHAUST FAN
EACH
EAST
E
W
STAINLESS STEEL
SPECIAL COATING
SANITARY NAPKIN DISPENSER
SEALANT JOINT W/ BACKER ROD.
SUSPEND, SUSPENDED
STRUCTURE, STRUCTURAL
OVERHEAD DOOR (SECTIONAL)
OUTSIDE FACE OF WALL
OVERFLOW DRAIN
OUTSIDE DIAMETER,
NOT IN CONTRACT
O
OPP.
OPNG.
OHD.
O.F.O.W.
OH.
OFF.
O.D.
O.C.
OPPOSITE
OPENING
OVERHEAD
OFFICE
ON CENTER
N.T.S.
NOM.
N.I.C.
NAT.
MTL./MET.
MTG.
MTD.
NORTH
NOT TO SCALE
NOMINAL SIZE
NATURAL
METAL
MEETING
MOUNT (ED)
N
STD.
STL.
STRUCT.
SUSP.
SYS.
STEEL
SYSTEM
STANDARD
S.C.
SHTG.
SIM.
S.N.D.
S.S.
SPC.
SQ.
SPKLR.
SECT.
SJ.
S.F.
SPRINKLER
SQUARE
SIMILAR
SQUARE FEET
SECTION
SHEATHING
SOLID CORE
WELDED WIRE FABRIC
WD.
WDW.
W.C.
W.W.F.
WT.
W.
W/
WEIGHT
WEST
WITH
WOOD
WINDOW
WATER CLOSET
ROUGH OPENING
RETURN TO OWNER
REINFORCE (ED) (ING)
POLYVINYL CHLORIDE
PAPER TOWEL DISPENSER
PULL STATION (FIRE ALARM)
POUNDS / SQUARE INCH
POUNDS / SQUARE FOOT
PAINT(ED), PRESSURE TREATED
PLASTIC LAMINATE
PLASTIC/PLASTER
PAVED, PAVEMENT
MASONRY OPENING
MISCELLANEOUS
MANUFACTURE (ER) (ED)
LT. LIGHT
MISC.
MFR.
MEZZ.
MECH.
MAX.
MATL./MAT.
MAS.
M.S.
M.O.
MIN.
MOP SINK
MINIMUM
MEZZANINE
MECHANICAL
MAXIMUM
MATERIAL
MASONRY
M
LAV.
LAM.
KITCH.
L.F.
L.L.
LB.
JT.
LIVE LOAD
LINEAL FEET
POUND
LAVATORY
LAMINATED
L
KITCHEN
JOINT
K
REINF.
R.T.O.
R.O.
RM.
REV.
RESIL.
REQ.
S. SOUTH
S
REVISION
ROOM
RESILIENT
REQUIRE (ED)
PVMT.
PVC.
P.T.D
R
RADIUS
PAVEMENT
INSULATION, INSULATED
INSIDE DIAMETER
JAN.
INCAND.
INSUL.
JST.
JCT.
JB.
I.D.
INT.
JOIST
JUNCTION
JUNCTION BOX
JANITOR
J
INCANDESCENT
INTERIOR
I
P.S.I.
P.S.F.
P./PT.
PNL.
P. LAM.
PLAS.
PLYWD.
PLMB.
PAV.
PS
P.T.
PL.
PAINT (ED)
PANEL
PLYWOOD
PLUMB(ING)
PLATE
P
TYPICALTYP.
VINYL WALL COVERING
VENEER PLASTER
VAPOR BARRIER, VINYL BASE
VINYL COMPOSITION TILE
VENTILATOR, VENTILATION
V.B.
V.C.T.
VERT.
VEST.
VENT.
V.T.B.
V.T.
V.W.C.
V.P.
V.
VINYL TILE BASE
VINYL TILE
VINYL
VESTIBULE
VERTICAL
UNF.
UTIL.
UR.
TV.
URINAL
UTILITY, UTILITIES
V
TELEVISION
UNFINISHED
U
TOP OF CONCRETE
TEMPORARY, TEMPERED,
TERR.
TEMP.
TEL.
T.O.C.
THRESH.
T.O.
T.O.S.
TOIL./TLT. TOILET
TOP OF
THRESHOLD
TOP OF STEEL
TERRAZZO
TELEPHONE
TEMPERATURE
T
AIR CONDITIONING
HEATING/VENTILATING/
HEATING & VENTILATING
HT., HTG. HEIGHT
H.V.A.C.
H.&V.
HORIZ. HORIZONTAL
DG. FIBERGLASS MAT FACED GYP. BD.
WSC. WOOD SOLID CORE
BF. BI-FOLD
CPT. CARPET TILE
E.O.S. EDGE OF SLAB
N.
E (CONT.)
R.
R (CONT.)
DRAWING SYMBOLS
AAIC, INCORPORATED PROJECT NO.:
PROJECT DATA
FOR: BY:
CONSULTANTS PROJECT LOCATION
DRAWING INDEXARCHITECTURAL ABBREVIATIONS
GR
CONSULTANTS:
15 E Washington St | Belleville, IL 62220
ph. 618.345.1270
A1.0
A1.0
INTERIOR ELEVATION TAG
WALL SECTION
ROOM TAG
DOOR TAG
REVISION TAG
KEYNOTE TAGDETAIL SECTION
ROOM NAME
BUILDING ELEVATION TAG
A1.0
A1.0
A1.0
PLAN/DETAIL CALLOUT
WINDOW TAG
PARTITION TAG
CEILING HEIGHT TAG9'-0"COLUMN GRIDA
AREVISION CLOUD
A1
R E
M A
R K
S
D A
T E
N
O
9/30/2025
NC/JC
ISSUED FOR BID
26-1-23900
G000
M C
T B ld g
Li ft R ep la ce m en t
T
R A
N S
IT
W
A Y
, P O
N T
O O
N B
E A
C H
, I L
P R
O
JE
C T
C O
V E
R S
H E
E T
MCT Bldg 3 Lift Replacement
26-1-23900
1 TRANSIT WAY, PONTOON BEACH, IL 62040
MCT PROJECT NUMBER: 26-1-23900R1
BUILDING 3 - 1 TRANSIT WAY, PONTOON BEACH, IL 62040
1. CONTRACTOR SHALL COORDINATE REMOVAL,
HAULING, AND LEGAL DISPOSAL OF ALL WASTE
MATERIALS.
2. EXISTING ITEMS DISTURBED OUTSIDE THE
DESIGNATED DEMOLITION AREAS ARE TO BE
REPLACED WITH EQUAL OR BETTER CONSTRUCTION AT
THE EXPENSE OF THE CONTRACTOR. EVERY EFFORT
SHALL BE MADE TO MINIMIZE SUCH DISTURBANCES.
3. THE EXISTING UTILITIES ARE SHOWN FROM THE BEST
AVAILABLE RECORDS AND SHALL BE VERIFIED BY THE
CONTRACTOR TO THEIR OWN SATISFACTION BEFORE
AND DURING DEMOLITION. THE A/E NOR THE OWNER
WARRANTS OR GUARANTEES THE COMPLETENESS OR
THE CORRECTNESS OF THE INFORMATION PROVIDED.
4. OWNER SHALL REMOVE ALL FURNITURE AND
MOVEABLE EQUIPMENT PRIOR TO THE START OF
WORK.
5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS
AND CONDITIONS AND MAKE MINOR ADJUSTMENTS AS
NECESSARY. NOTIFY A/E OF ANY DISCREPANCIES
WHICH MAY AFFECT THE OUTCOME OF THE WORK.
6. DIMENSIONS SHOWN ARE FROM FACE OF FINISH TO
FACE OF FINISH UNLESS OTHERWISE NOTED.
7. ALL EXISTING FINISHES INDICATED TO REMAIN BUT
DISTURBED DURING CONSTRUCTION SHALL BE
RESTORED TO A CONDITION AT LEAST EQUAL IN
MATERIAL AND APPEARANCE TO THAT WHICH EXISTED
PRIOR TO CONSTRUCTION.
8. UPON COMPLETION OF CONSTRUCTION ACTIVITIES
CONTRACTOR SHALL CLEAN ALL WORK AREAS SO
THAT THEY ARE FREE OF ALL CONSTRUCTION DIRT
AND DEBRIS.
9. PROTECT EXISTING UTILITIES DURING
CONSTRUCTION.
10. CONTRACTOR SHALL COORDINATE ALL WORK WITH
THE OWNER, A/E AND OTHER TRADES THROUGHOUT
THE PROJECT.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PROTECTION AND CONDITION OF ALL TEMPORARY
UTILITIES THROUGHOUT THE COURSE OF THE
PROJECT. DAMAGES CAUSED BY THE FAILURE OF
UTILITIES ARE SOLELY THE RESPONSIBILITY OF THE
CONTRACTOR.
GENERAL NOTES:
APPLICABLE TO ALL SHEETS
GENERAL
G000 PROJECT COVER SHEET
ARCHITECTURE
AD100 DEMOLITION PLAN
AD200 LIFT PIT DEMO SECTIONS
A100 NEW WORK PLAN
A101 LIFT PIT AND CONSOLE PLANS
A200 LIFT PIT SECTIONS AND DETAILS
ELECTRICAL
ED100 ELECTRICAL DEMOLITION PLAN
E100 ELECTRICAL PLAN
IFB 9/30/25
9/30/2025
UP
DN DN
D D
C C
B B
A A
D1
D1
D6
D2
D3
D4
D7
OFFICE
DRIVE-THRU BAY
F.D.
F.D.
2' -1
1/
8" 9'
-6
PANEL P3
F.D.
3'-4" 14'-5 3/4"
CL
CL
CL
CL
D1
D4
D2
'-7
/4
'-7
'-0
/4
7'-0" 7'-0"
20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
7'-0" 7'-0"
SHOP AREA
SERVICE
BAY
LIFT #2
LIFT #1
SERVICE PIT
BAY
SERVICE
BAY
12'-4 1/2" 5'-5 1/4"
2'-2"
AD200
6'-4"
'-2
AD200
AD200
AD200
17'-9 3/4"
D6
1' -8
D2
1' -8
D6D6
AD200
9' -0
7'-6 1/2"
F.D.
'-6
E X
IS
T
. C E
N T
E R
O F
W H
E E
L
'-4
AREA NOT IN SCOPE
LIMITS OF DEMOLITION
COPYRIGHT 2025 by AAIC, INC.
A
PROJECT NUMBER:
SHEET NUMBER:
PROJECT PHASE:
DRAWN: CHECK:
EXPIRES: 11/30/2026
DATE:
H A
L F
/2
/4
/4
/2
/1
/8
G
R A
P H
IC
S
C A
L E
F
IG
U R
E S
SIGNED:
D R
A W
IN
G
R E
V
IS
IO
N
S
KEYED NOTES:
B
C
D
E
F
G
H
GR
CONSULTANTS:
15 E Washington St | Belleville, IL 62220
ph. 618.345.1270
R E
M A
R K
S
D A
T E
N
O
9/30/2025
NC/JC
ISSUED FOR BID
26-1-23900
AD100
M C
T B ld g
Li ft R ep la ce m en t
T
R A
N S
IT
W
A Y
, P O
N T
O O
N B
E A
C H
, I L
D E
M O
LI
T
IO
N
P
LA
N
3/16" = 1'-0"
GROUND FLOOR DEMOLITION PLAN - BUILDING 3
DEMOLITION PLAN KEY
D1 CONTRACTOR SHALL DISCONNECT, EXCAVATE,
AND REMOVE HEAVY DUTY ROTARY LIFTS,
HYDRAULICS, COMPONENTS, AND CONTROLS.
DRAIN HYDRAULIC SYSTEM AND PROPERLY
DISPOSE OF FLUID. SALVAGE LIFT AND RELATED
COMPONENTS AND PRIOR TO DISPOSAL CHECK
WITH MCT MAINTENANCE STAFF TO VERIFY IF
THEY WISH TO RETAIN ANY OLD EQUIPMENT OR
COMPONENTRY.
D2 SAW-CUT EXISTING CONCRETE IN A STRAIGHT
AND WORKMAN LIKE MANNER AND REMOVE
INDICATED PORTION OF EXISTING CONCRETE
SLAB. CONCRETE AND DEBRIS SHALL BE
PROPERLY DISPOSED OF. EXCAVATE SOIL
UNDER CONCRETE SLAB TO A DEPTH OF 3'-6"
FOR NEW FOOTING.
D3 REMOVE EXISTING ABOVE GROUND POWER
UNIT AND CONTROLS. PROPERLY DISPOSE.
D4 REMOVE EXISTING CHASE FOR EXISTING
HYDRAULIC AND AIR LINES.
D6 REMOVE EXISTING WHEEL BASE AND ALL
ASSOCIATED COMPONENTS.
D7 OWNER TO CAP EXISTING HYDRAULIC AND AIR
LINES.
1. BOTH LIFT SYSTEMS ARE TO BE REMOVED
AND REPLACED AT THE SAME TIME.
2. DRAIN AND PROPERLY DISPOSE OF
HYDRAULIC FLUID IN EXISTING LIFT.
3. DISCONNECT ELECTRICAL SOURCE FOR
LIFTS AT THE BREAKER.
4. CAP OFF SANITARY SEWER AND DRAIN LINES
IN THE CONSTRUCTION ZONE.
5. PROTECT ALL BUILDING FINISHES AND
EQUIPMENT DURING THE DEMOLITION PHASE
OF THE WORK.
6. PROVIDE CURTAINS TO CONTAIN DUST
DURING DEMOLITION.
7. REMOVE DEBRIS FROM THE AREA AND
STOCK PILE IN THE DESIGNATED AREA. THE
WORK AREA SHALL REMAIN FREE FROM
DEBRIS AT ALL TIMES.
8. CONTRACTOR'S WORKERS AND EQUIPMENT
SHALL BE CONFINED TO WORK AREAS ONLY.
GENERAL NOTES
D1
D6
AD2001'-8"
1'-8"
SLOPE
D1
D1
AD200
D2D2
D5
5" 3'
-5
10"
D5
10"1'-8"
4'-7 1/4"
A
D1
D2 D2
AD200
D4 D2
D5
SLOPE
29'-7"
D5
D6
2' -3
4"
9'-0"
9'-6"
E X
IS
T
IN
G
F .D
35'-6"
E X
IS
T
IN
G
F .D
E X
IS
T
IN
G
O
V E
R H
E A
D D
O O
R
AD200
5" 3'
-2 " 2' -7
AD200
D1
1'-8"
3'-4"
1' -1
0"
2' -3
10" 10" 5"
D4
D2
COPYRIGHT 2025 by AAIC, INC.
A
PROJECT NUMBER:
SHEET NUMBER:
PROJECT PHASE:
DRAWN: CHECK:
EXPIRES: 11/30/2026
DATE:
H A
L F
/2
/4
/4
/2
/1
/8
G
R A
P H
IC
S
C A
L E
F
IG
U R
E S
SIGNED:
D R
A W
IN
G
R E
V
IS
IO
N
S
KEYED NOTES:
B
C
D
E
F
G
H
GR
CONSULTANTS:
15 E Washington St | Belleville, IL 62220
ph. 618.345.1270
R E
M A
R K
S
D A
T E
N
O
9/30/2025
NC/JC
ISSUED FOR BID
26-1-23900
AD200
M C
T B ld g
Li ft R ep la ce m en t
T
R A
N S
IT
W
A Y
, P O
N T
O O
N B
E A
C H
, I L
LI
F
T P
IT
D
E M
O S
E C
T
IO
N S
D1 CONTRACTOR SHALL DISCONNECT, EXCAVATE,
AND REMOVE HEAVY DUTY ROTARY LIFTS,
HYDRAULICS, COMPONENTS, AND CONTROLS.
DRAIN HYDRAULIC SYSTEM AND PROPERLY
DISPOSE OF FLUID. SALVAGE LIFT AND RELATED
COMPONENTS AND PRIOR TO DISPOSAL CHECK
WITH MCT MAINTENANCE STAFF TO VERIFY IF
THEY WISH TO RETAIN ANY OLD EQUIPMENT OR
COMPONENTRY.
D2 SAW-CUT EXISTING CONCRETE IN A STRAIGHT
AND WORKMAN LIKE MANNER AND REMOVE
INDICATED PORTION OF EXISTING CONCRETE
SLAB. CONCRETE AND DEBRIS SHALL BE
PROPERLY DISPOSED OF. EXCAVATE SOIL
UNDER CONCRETE SLAB TO A DEPTH OF 3'-6"
FOR NEW FOOTING.
D4 REMOVE EXISTING CHASE FOR EXISTING
HYDRAULIC AND AIR LINES.
D5 REMOVE ALL EXISTING CONCRETE, REBAR, AND
OTHER COMPONENTS ASSOCIATED WITH
EXISTING LIFT.
D6 REMOVE EXISTING WHEEL BASE AND ALL
ASSOCIATED COMPONENTS.
1/2" = 1'-0"
LIFT PIT #2 DEMO SECTION
1/2" = 1'-0"
LIFT PIT #1 DEMO SECTION
1/2" = 1'-0"
LIFT PIT #1 DEMO SECTION
1/2" = 1'-0"
LIFT PIT #2 DEMO SECTION
1" = 1'-0"
LIFT PIT #1 CHASE DEMO SECTION
OFFICE
DRIVE-THRU BAY
D D
C C
B B
A A
A2
A1
A3
A4
A6
A8
A9
A1
F.D. F.D.
F.D.
CL
CL
CL
CL
3' -1
PANEL P3
A200
7'-9 3/16" 10'-0 9/16"
'-7
17'-9 3/4"
14'-5 3/4"
'-1
/4
9'
-6
2' -0
1'
-6
'-2
3'
-1
7'-0" 7'-0"7'-0" 7'-0"
12'-4 1/2" 5'-5 1/4"
20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
A101
3'-6" 7'-6 1/2"
'-6
5'
-4
1' -8
1'
-2
3'-8" 1'-8" 3'-8"
9'-0"
'-1
0"
9'-4 1/2"
1'-0 1/2" 1'-3" 5'-5 11/16" 2'-6 1/4" 4'-2" 2'-6 1/4" 10 1/16"
A1
A1
LIFT #2
SERVICE
BAY
LIFT #1
SERVICE PIT
BAY
SERVICE
BAY
SHOP AREA
1-41
A6
A8A1
A12
3'-1"
1' -9
9'
-6
F.D.
9' -0
'-6
'-1
N E
W C
E N
T E
R O
F W
H E
E L
B A
S E
'-0
AREA NOT IN SCOPE
LIMITS OF DEMOLITION
COPYRIGHT 2025 by AAIC, INC.
A
PROJECT NUMBER:
SHEET NUMBER:
PROJECT PHASE:
DRAWN: CHECK:
EXPIRES: 11/30/2026
DATE:
H A
L F
/2
/4
/4
/2
/1
/8
G
R A
P H
IC
S
C A
L E
F
IG
U R
E S
SIGNED:
D R
A W
IN
G
R E
V
IS
IO
N
S
KEYED NOTES:
B
C
D
E
F
G
H
GR
CONSULTANTS:
15 E Washington St | Belleville, IL 62220
ph. 618.345.1270
R E
M A
R K
S
D A
T E
N
O
9/30/2025
NC/JC
ISSUED FOR BID
26-1-23900
A100
M C
T B ld g
Li ft R ep la ce m en t
T
R A
N S
IT
W
A Y
, P O
N T
O O
N B
E A
C H
, I L
N E
W W
O R
K P
LA
N
3/16" = 1'-0"
GROUND FLOOR DIMENSION PLAN - BUILDING 3
PLAN KEY
A1 FINISH CONCRETE FLOOR TO MATCH ALL
CURRENT SLOPES, PITCHES, AND FINISH
(POLISHED AND SEALED). TIE IN NEW VAPOR
BARRIER WITH EXISTING UNDER THE
CONCRETE. CONCRETE SHALL HAVE NO
EXPANSION JOINTS, UNLESS NEW CONCRETE
IS BUTTED UP TO AN EXISTING EXPANSION
JOINT; REPLACE POURED NEOPRENE
SEALANT. CONCRETE IS TO BE 5" THICK WITH
#4 REBAR EACH WAY AT LIFT #1; LIFT 2 INFILL
PER 6/A200
A2 FIXED CASSETTE TO BE INSTALLED AT NO
MORE THAN 1/8" ABOVE FINISH FLOOR.
A3 MOVABLE CASSETTE TO BE INSTALLED AT NO
MORE THAN 1/8" ABOVE FINISH FLOOR.
A4 12" THICK FOOTING WITH #5 REBAR AT 14" O.C.
EACH WAY.
A6 4" PVC CONDUIT CHASE FOR HYDRAULIC AND
AIR LINES. INSTALL PER LIFT
MANUFACTURER'S STANDARDS.
A8 3/4" RIGID METAL CONDUIT FOR AUTOMATIC
WHEEL BASE POSITIONING POTENTIOMETER
CABLE. INSTALL PER LIFT MANUFACTURER'S
STANDARDS.
A9 LIFT CONTROL CONSOLE. PROVIDE CONCRETE
HOUSEKEEPING PAD 4" THICK ABOVE
EXISTING FINSH CONCRETE FLOOR.
A12 1/4" STEEL COVER PLATE 48" MAX LENGTH.
(OPTION: ENCASE SCISSOR LIFT CONDUIT TO
ALLOW INSTALLATION OF SCISSOR LIFT
HYDRAULIC AND AIR LINES IN LIEU OF CHASE
WITH STEEL COVER.)
A200
A200
A200
ELECTRICAL LINE-SIDE
SUPPLY TO CONTROL
CONSOLE INCLUDING 3
PHASE, 208/230/460/575
VOLT, 40/40/20/20 AMP
PNEUMATIC LINE-SIDE SUPPLY 90
PSI, 5 CFM, TO INCLUDE FILTER,
REGULATOR & LUBRICATOR
3' -1
9'-2 1/2"
CONCRETE BLOCK-OUT
SERVICE OPENING
6" H X 16" W X 4" D
EMBEDDED FRAME: NOSING
ANGLE - L3" X 3" X 1/4" WITH
FORM BAR - 3/8" X 1 1/4"
1'-0 1/2"
4'-2" WALL TO WALL
'-6
IN
S
ID
E W
A
LL
T O
IN
S
ID
E
W A
LL
9'-6 1/2"
'-0
M
A X
. W H
E E
LB
A
S E
1' -6
9' -0
M
IN
. W
.B
'-0
C
E N
T E
R
'-0
T
R A
V E
L R
A N
G E
FRONT OF VEHICLE
REAR OF VEHICLE
COVERS:
1 @ 23.50" 1 @ 8.75"
TWO (2) BRIDGE
BRACKETS
WALL BRACKET
WHEEL DISH AND
NOSING ANGLE
CENTERLINE OF
STATIONARY
LIFTING UNIT
CL
C L
A4 A1
A1
A1
A3
A2
A8
A6
A9
LIFT #1
F.D.
A4
A12
A12
3'-1"
'-1
3/
4"
CL
F.D.
EXISTING U.G. DRAIN
9' -6
'-0
" 11 '-6
1'-7 1/2"
CONTROL CONSOLE
RIGID METAL CONDUIT FOR
ELECTRIC LINE SIDE SUPPLY,
INCLUDE SEAL-OFF.
3/4" RIGID METAL CONDUIT,
CONTINUOUS PIPE 18"
ABOVE FINISHED FLOOR,
INCLUDE SEAL-OFF.
CONDUIT CHASE OR PIPE FOR
COMPRESSED AIR SUPPLY.
4" SCH. 40 PVC CHASE,
TRIM TO 3" ABOVE
FINISHED FLOOR.
3'-1"
3' -1
NEW 4" CONCRETE
EQUIPMENT PAD.
F R
O N
T
ALIGN WITH EXISTING COLUMN
SLOPED FLOOR
REAR OF VEHICLE
FRONT OF VEHICLE
HATCHED AREAS TO BE
FLAT & LEVEL
3' -0
A200
A200
A4
A4
2' x 2' PUMP PIT
SUMP PUMP PROVIDED
BY OWNER
FRONT
RIGID METAL CONDUIT FOR ELECTRIC
LINE SIDE SUPPLY. INCLUDE SEAL-OFF
TO MEET LOCAL REQUIREMENTS.
CONDUIT CHASE OR PIPE FOR
COMPRESSED AIR SUPPLY.
3/4" RIGID METAL CONDUIT,
CONTINUOUS PIPE 18" ABOVE
FINISHED FLOOR, INCLUDE SEAL-OFF
TO MEET LOCAL REQUIREMENTS.
4" SCH. 40 PVC CHASE, TRIM TO 3"
ABOVE FINISHED FLOOR.
WALL TO WALL
4'-2"
9'-6 1/2"
'-6
IN
S
ID
E W
A
LL
T O
IN
S
ID
E
W A
LL
3' -6
SUMP PUMP PIT
2'X2'X2' TYP.
4' -0
5'
-0
9' -0
2'
-4
CONCRETE BLOCK-OUT SERVICE
OPENING 6" H X 16" W X 4" D
(SEE DETAIL 5/A200)
REAR OF VEHICLE
FRONT OF VEHICLE
EMBEDDED FRAME: NOSING
ANGLE - L3" X 3" X 1/4" WITH
FORM BAR - 3/8" X 1 1/4"
CONCRETE WALL BELOW
CONCRETE FOOTING BELOW
3/4" RIGID
METAL CONDUIT
4" SCH 40
PVC CHASE
CL
CL
CONC. BLOCK-OUT
(SEE DETAIL 4/A200)
COPYRIGHT 2025 by AAIC, INC.
A
PROJECT NUMBER:
SHEET NUMBER:
PROJECT PHASE:
DRAWN: CHECK:
EXPIRES: 11/30/2026
DATE:
H A
L F
/2
/4
/4
/2
/1
/8
G
R A
P H
IC
S
C A
L E
F
IG
U R
E S
SIGNED:
D R
A W
IN
G
R E
V
IS
IO
N
S
KEYED NOTES:
B
C
D
E
F
G
H
GR
CONSULTANTS:
15 E Washington St | Belleville, IL 62220
ph. 618.345.1270
R E
M A
R K
S
D A
T E
N
O
9/30/2025
NC/JC
ISSUED FOR BID
26-1-23900
A101
M C
T B ld g
Li ft R ep la ce m en t
T
R A
N S
IT
W
A Y
, P O
N T
O O
N B
E A
C H
, I L
N E
W L
IF
T
P
IT
A N
D C
O N
S O
LE
P
LA
N
S
3/8" = 1'-0"
NEW LIFT CONTROL CONSOLE AND LIFT- ENLARGED PLAN
3/4" = 1'-0"
NEW LIFT CONTROL CONSOLE
3/8" = 1'-0"
NEW LIFT BASE PLAN
A1 FINISH CONCRETE FLOOR TO MATCH ALL
CURRENT SLOPES, PITCHES, AND FINISH
(POLISHED AND SEALED). TIE IN NEW VAPOR
BARRIER WITH EXISTING UNDER THE
CONCRETE. CONCRETE SHALL HAVE NO
EXPANSION JOINTS, UNLESS NEW CONCRETE
IS BUTTED UP TO AN EXISTING EXPANSION
JOINT; REPLACE POURED NEOPRENE SEALANT.
CONCRETE IS TO BE 5" THICK WITH #4 REBAR
EACH WAY AT LIFT #1; LIFT 2 INFILL PER 6/A200
A2 FIXED CASSETTE TO BE INSTALLED AT NO
MORE THAN 1/8" ABOVE FINISH FLOOR.
A3 MOVABLE CASSETTE TO BE INSTALLED AT NO
MORE THAN 1/8" ABOVE FINISH FLOOR.
A4 12" THICK FOOTING WITH #5 REBAR AT 14" O.C.
EACH WAY.
A6 4" PVC CONDUIT CHASE FOR HYDRAULIC AND
AIR LINES. INSTALL PER LIFT MANUFACTURER'S
STANDARDS.
A8 3/4" RIGID METAL CONDUIT FOR AUTOMATIC
WHEEL BASE POSITIONING POTENTIOMETER
CABLE. INSTALL PER LIFT MANUFACTURER'S
STANDARDS.
A9 LIFT CONTROL CONSOLE. PROVIDE CONCRETE
HOUSEKEEPING PAD 4" THICK ABOVE EXISTING
FINSH CONCRETE FLOOR.
A12 1/4" STEEL COVER PLATE 48" MAX LENGTH.
(OPTION: ENCASE SCISSOR LIFT CONDUIT TO
ALLOW INSTALLATION OF SCISSOR LIFT
HYDRAULIC AND AIR LINES IN LIEU OF CHASE
WITH STEEL COVER.)
1/2" = 1'-0"
ISOMETRIC VIEW OF CONDUITS AT CONTROL CONSOLE
3/8" = 1'-0"
NEW LIFT PIT AND CONDUIT PLAN
4'-2"
A4
A10
A1 A1
A10
A3
SLOPE SLOPE
SLOPESLOPE
A200
2' -1
0" 1'
-0
1'-8"
3'-4 5/16"
6" 6" 3' -1
0"10"
6" 6"
A11
A11
A14
A
5" 2'
-5
1' -0
A10
A3 A2
A1
A1
A10
A4
A5
A1
3' -5
3'-1" 26'-5 15/16"
SLOPE
11'-4"
A11
A11
A14
A14
9'-6"
E X
IS
T
IN
G
F .D
E X
IS
T
IN
G
F .D
35'-0"
NEW CENTER OF WHEEL BASE
13'-0"
6"
SLOPE
A200
2' -0
2'-0" 3'-6"
SLOPESLOPE
A200
1'-4 7/8"
CONCRETE AT WHEEL SPOTTING
DISH. FINISH CONCRETE TO 3' - 0"
RADIUS AND 1" DEPTH.R
A13
A10
A1
5"
1'-8"
7' -5
A111'-3"
1' -3
1'
-0
A4
A6 A8
2'-11"
10" 10"
3'-4"
SLOPE
A12
A11
SET THE ELEVATION OF THE FORM BAR LEVEL AND 3/8" ABOVE
FINISHED FLOOR. SLOPE CONCRETE AWAY FROM FORM BAR
DOWN TO F.F. ELEVATION. THE NOSING ANGLE BELOW THE
FORM BAR WILL BE AT FINISHED FLOOR ELEVATION.
A13 SLOPE
A13
A7
A14 4"
3/4" RIGID METAL CONDUIT
WITH COUPLING AND CHASE
NIPPLE, 4" BELOW PVC
4" SCH 40 PVC CHASE
INVERT 20" BELOW F.F.
1' -0
A10
2'-0"
A11
A13
A14
1' -8
2"
1' -8
5"
4" SCH 40 PVC CHASE
INVERT 20" BELOW F.F.
3/4" RIGID METAL CONDUIT
WITH COUPLING & CHASE
NIPPLE, 5" FROM PVC
A13
A11
A10
A4
SET THE ELEVATION OF THE FORM BAR LEVEL AND 3/8" ABOVE
FINISHED FLOOR. SLOPE CONCRETE AWAY FROM FORM BAR
DOWN TO F.F. ELEVATION. THE NOSING ANGLE BELOW THE
FORM BAR WILL BE AT FINISHED FLOOR ELEVATION.
SLOPE FINISHED FLOOR3/
8"
F.F.
A13
4' -2
4"
LIFT CONTROL CONSOLE
FRONT
ELECTRICAL LINE SIDE SUPPLY TO
CONTROL CONSOLE INCLUDING 3
PHASE, 208/230/460/575 VOLT
40/40/20/20 AMP
CONDUIT
DISCONNECT, CONDUIT,
AND CONDUCTORS
CONNECT NEW ELECTRICAL AND
COMPRESSED AIR TO CONTROL
CONSOLE AS REQUIRED
FILTER/REGULATOR/LUIBRICATOR MOUNT
SECURELY TO WALL, IN ACCESSIBLE LOCATION
SHUT-OFF VALVE
COMPRESSED AIR PIPING
PNEUMATIC LINE SIDE SUPPLY 90 PSI, 5 CFM
4" SCH. 40 PVC CHASE, TRIM
TO 3" ABOVE FINISHED FLOOR.
NEW 4" CONCRETE
EQUIPMENT PAD
SLAB ON GRADE.
EXISTING CONCRETE
SLAB.
3/4" Ø x 1'-4" SMOOTH
DOWEL BARS @ 12" O.C.
DRILL INTO EXISTING.
UNBONDED
5"
COPYRIGHT 2025 by AAIC, INC.
A
PROJECT NUMBER:
SHEET NUMBER:
PROJECT PHASE:
DRAWN: CHECK:
EXPIRES: 11/30/2026
DATE:
H A
L F
/2
/4
/4
/2
/1
/8
G
R A
P H
IC
S
C A
L E
F
IG
U R
E S
SIGNED:
D R
A W
IN
G
R E
V
IS
IO
N
S
KEYED NOTES:
B
C
D
E
F
G
H
GR
CONSULTANTS:
15 E Washington St | Belleville, IL 62220
ph. 618.345.1270
R E
M A
R K
S
D A
T E
N
O
9/30/2025
NC/JC
ISSUED FOR BID
26-1-23900
A200
M C
T B ld g
Li ft R ep la ce m en t
T
R A
N S
IT
W
A Y
, P O
N T
O O
N B
E A
C H
, I L
N E
W L
IF
T
P
IT
S E
C T
IO
N
S A
N D
D E
T A
IL
S
1/2" = 1'-0"
NEW LIFT #1 PIT - SECTION
1/2" = 1'-0"
NEW LIFT PIT #1 - SECTION
1 1/2" = 1'-0"
SECTION AT NEW WHEEL SPOTTING DISH
A1 FINISH CONCRETE FLOOR TO MATCH ALL
CURRENT SLOPES, PITCHES, AND FINISH
(POLISHED AND SEALED). TIE IN NEW VAPOR
BARRIER WITH EXISTING UNDER THE
CONCRETE. CONCRETE SHALL HAVE NO
EXPANSION JOINTS, UNLESS NEW CONCRETE
IS BUTTED UP TO AN EXISTING EXPANSION
JOINT; REPLACE POURED NEOPRENE
SEALANT. CONCRETE IS TO BE 5" THICK WITH
#4 REBAR EACH WAY AT LIFT #1; LIFT 2 INFILL
PER 6/A200
A2 FIXED CASSETTE TO BE INSTALLED AT NO
MORE THAN 1/8" ABOVE FINISH FLOOR.
A3 MOVABLE CASSETTE TO BE INSTALLED AT NO
MORE THAN 1/8" ABOVE FINISH FLOOR.
A4 12" THICK FOOTING WITH #5 REBAR AT 14" O.C.
EACH WAY.
A5 PNEUMATIC SUMP PUMP. CASSETTES ARE
SLOPED INTERNALLY TO PUMP. SUMP PUMP
WILL BE DISCHARGED INTO EXISTING OIL
WATER SEPARATOR. CONTRACTOR IS
RESPONSIBLE FOR LOCATING AND
IDENTIFYING EXISTING PIPING FOR OIL/WATER
SEPARATOR AND CONNECTING NEW SUMP
PUMPS TO EXISTING OIL/ WATER SEPARATOR
LINE.
A6 4" PVC CONDUIT CHASE FOR HYDRAULIC AND
AIR LINES. INSTALL PER LIFT
MANUFACTURER'S STANDARDS.
A7 3/4" RIGID METAL CONDUIT FOR LIQUID
DETECTION SENSOR. INSTALL PER LIFT
MANUFACTURER'S STANDARDS.
A8 3/4" RIGID METAL CONDUIT FOR AUTOMATIC
WHEEL BASE POSITIONING POTENTIOMETER
CABLE. INSTALL PER LIFT MANUFACTURER'S
STANDARDS.
A10 COMPACTED BACKFILL. USE CLEAN CA-6 FOR
FILL MATERIAL.
A11 NEW VAPOR BARRIER.
A12 1/4" STEEL COVER PLATE 48" MAX LENGTH.
(OPTION: ENCASE SCISSOR LIFT CONDUIT TO
ALLOW INSTALLATION OF SCISSOR LIFT
HYDRAULIC AND AIR LINES IN LIEU OF CHASE
WITH STEEL COVER.)
A13 3" x 3" NOSING ANGLE FRAME.
A14 NEW WATER STOP.
1/2" = 1'-0"
LIFT PIT #2 INFILL - SECTION
1" = 1'-0"
NEW LIFT PIT HYDRAULIC AND AIR CHASE
1" = 1'-0"
NEW REAR OF PIT CHASE CONNECTIONS
1" = 1'-0"
NEW CONCRETE BLOCK-OUT SERVICE DETAIL
1" = 1'-0"
NEW NOSING ANGLE DETAIL1/2" = 1'-0"
AIR AND ELECTRICAL SERVICES AT CONSOLE
1 1/2" = 1'-0"
NEW TO EXISTING SLAB DETAIL - TYPICAL
/0 5/
A D
D E
N D
U M
OFFICE
DRIVE-THRU BAY
SHOP AREA
SERVICE
BAY
LIFT #2
LIFT #1
SERVICE PIT
BAY
SERVICE
BAY
COPYRIGHT 2025 by AAIC, INC.
A
AAIC PROJECT NUMBER:
SHEET NUMBER:
PROJECT PHASE:
DRAWN: CHECK:
EXPIRES: 11/30/2025
DATE:
3"
HA
LF
1/
2" 3/
4" 1/
4" 1/
2" 1/
1/ 8"
15 30
60 12
30 60
G
RA
PH
IC
S
CA
LE
FI
G
UR
ES
SIGNED: 6/27/2025
DR
AW
IN
G
RE
VI
SI
O
NS
B
C
D
E
F
G
H
0'
CONSULTANTS:
15 E Washington St | Belleville, IL 62220
ph. 618.345.1270
26-1-23900
MC
T
Bl dg
Lif t R ep lac em en t
1 T
RA
NS
IT
LN
, P
ON
TO
ON
B
EA
CH
, IL
N O
D
AT
E:
R
EM
AR
KS
P: 618.659.8709 F: 618.656.8353
112 N. KANSAS STREET
EDWARDSVILLE, IL 62025
R25-055
ED100
EL
EC
TR
IC
AL
D
EM
OL
IT
IO
N
PL
AN
3/16" = 1'-0"
ELECTRICAL DEMOLITION PLAN
CDB MAR
X
1. EXISTING SIEMENS 120/208V, THREE PHASE, 250A ELECTRICAL PANEL "P3"
SHALL REMAIN. REMOVE THREE EXISTING SPARE 20A/1P CIRCUIT
BREAKERS WITHIN PANEL AND INSTALL A NEW 40A/3P CIRCUIT BREAKER
TO FEED NEW LIFT.
2. DISCONNECT AND REMOVE EXISTING ELECTRICAL CONNECTIONS AND ALL
RELATED MISC. ELECTRICAL DEVICES/WIRING FOR EXISTING LIFT.
3. REMOVE EXISTING ELECTRICAL DISCONNECT SWITCHREMOVE
CONDUIT/WIRING BACK TO THE EXISTING ELECTRICAL PANEL.
4. DISCONNECT AND REMOVE EXISTING PNEUMATIC CONNECTIONS,
FILTER/REGULATOR/LUBRICATOR AND ALL RELATED PIPING FOR EXISTING
LIFT. PERMANENTLY CAP PIPING AT JOIST SPACE.
5. DISCONNECT AND REMOVE EXISTING PNEUMATIC CONNECTIONS,
FILTER/REGULATOR/LUBRICATOR AND ALL RELATED PIPING FOR EXISTING
LIFT. REMOVE PIPING TO JOIST SPACE AND EXTEND TO NEW LIFT
CONSOLE LOCATION AS INDICATED.
ISSUED FOR BID
OFFICE
SHOP AREA
DRIVE-THRU BAY
COPYRIGHT 2025 by AAIC, INC.
A
AAIC PROJECT NUMBER:
SHEET NUMBER:
PROJECT PHASE:
DRAWN: CHECK:
EXPIRES: 11/30/2025
DATE:
3"
HA
LF
1/
2" 3/
4" 1/
4" 1/
2" 1/
1/ 8"
15 30
60 12
30 60
G
RA
PH
IC
S
CA
LE
FI
G
UR
ES
SIGNED: 6/27/2025
DR
AW
IN
G
RE
VI
SI
O
NS
B
C
D
E
F
G
H
0'
CONSULTANTS:
15 E Washington St | Belleville, IL 62220
ph. 618.345.1270
26-1-23900
MC
T
Bl dg
Lif t R ep lac em en t
1 T
RA
NS
IT
LN
, P
ON
TO
ON
B
EA
CH
, IL
N O
D
AT
E:
R
EM
AR
KS
P: 618.659.8709 F: 618.656.8353
112 N. KANSAS STREET
EDWARDSVILLE, IL 62025
R25-055
E100
EL
EC
TR
IC
AL
P
LA
N
3/16" = 1'-0"
ELECTRICAL PLAN
CDB MAR
1. PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE 2020 EDITION OF
THE NATIONAL ELECTRIC CODE.
2. PROVIDE A NEW TYPED CIRCUIT DIRECTORY FOR PANELBOARD P3.
3. PROVIDE PLASTIC ENGRAVED LABEL ON NEW DISCONNECT SWITCH.
INDICATE PANEL AND CIRCUIT NUMBER
X
1. EXISTING SIEMENS 120/208V, THREE PHASE, 250A ELECTRICAL PANEL "P3" SHALL REMAIN. REMOVE THREE
EXISTING SPARE 20A/1P CIRCUIT BREAKERS WITHIN PANEL AND INSTALL A NEW 40A/3P CIRCUIT BREAKER
TO FEED NEW LIFT.
2. PROVIDE ELECTRICAL AND PNEUMATIC CONNECTIONS FOR NEW LIFT CONSOLE. SEE DETAIL 7/A200.
PROVIDE CONDUIT SEAL-OFF AT CONDUIT ENTRIES INTO CONSOLE. SEE DETAIL 1/A101.
3. PROVIDE A 60A/3P DISCONNECT SWITCH AND ELECTRICAL CONNECTIONS FOR LIFT. ROUTE 4-#8 AWG & #10 AWG GND IN A 3/4" RIGID STEEL CONDUIT TO EXISTING ELECTRICAL PANEL "P3". CONNECT TO THE NEW
40A/3P CIRCUIT BREAKER.
4. PROVIDE NEW PNEUMATIC FILTER/REGULATOR/LUBRICATOR. EXTEND 3/4" TYPE "K" COPPER FROM THE
EXISTING LIFT FILTER/REGULATOR LOCATION AS REQUIRED. CONNECT NEW PIPING FROM
FILTER/REGULATOR/LUBRICATOR TO CONSOLE IN ACCORDANCE WITH LIFT MANUFACTURERS
INSTRUCTIONS
ACCORDANCE WITH LIFT MANUFACTURERS INSTRUCTIONS. PROVIDE CONDUIT SEAL-OFF AT CONDUIT
ENTRY INTO CONSOLE. SEE DETAIL 1/A101.
6. INSTALL A 4" PVC CONDUIT CHASE FOR HYDRAULIC AND AIR LINES ACCORDANCE WITH LIFT
MANUFACTURERS INSTRUCTION
ACCORDANCE WITH LIFT
MANUFACTURERS INSTRUCTIONS. PROVIDE CONDUIT SEAL-OFF AT CONDUIT ENTRY INTO CONSOLE. SEE
DETAIL 1/A101.
ISSUED FOR BID
| Sheets |
| A100 - NEW WORK PLAN |
| A101 - NEW LIFT PIT AND CONSOLE PLANS |
| AD100 - DEMOLITION PLAN |
| AD200 - LIFT PIT DEMO SECTIONS |
| G000 - PROJECT COVER SHEET |
| A200 - NEW LIFT PIT SECTIONS AND DETAILS |
File details come from the government source that posted it. Updated .