A02 Melvin Price Locks and Dam Main Lock Overlooks Alterations Advertised Contract Drawings.pdf
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- MPLD MAIN LOCK OVERLOOK ALTERATIONS
- Solicitation number
- W912P921R0011
About this file
This notice provides details for a federal construction contract opportunity involving alterations to overlook structures at the Melvin Price Locks and Dam. The U.S. Army Corps of Engineers, St. Louis District seeks offers to perform structural work on the main lock overlooks, which includes concrete demolition and removal, relocation of concrete structural elements, and shifting the building faces approximately 4.5 feet back from the lock wall. Offerors must furnish all necessary labor, equipment, materials, and incidentals to complete the project. The solicitation number is W912P921R0011 and requests for proposal will be issued on or about May 28, 2021 via the System for Award Management database. The contract type will be firm-fixed-price between $5-10 million. Questions should be directed to the identified contracting specialist by email.
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
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MISSISSIPPI RIVER
ALTON, ILLINOIS
MAIN LOCK OVERLOOK ALTERATIONS
MELVIN PRICE LOCKS AND DAM
U.S. ARMY CORPS OF ENGINEERS
G-001
C O
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US Army Corps
W P -2
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W912P9-21-R-0011
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CONTRACT DRAWINGS
G-001 COVER SHEET
REFERENCE DRAWINGS
G-002
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INDEX OF DRAWINGS
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G-005
S-001 GENERAL STRUCTURAL NOTES
SITE PLAN - CONSTRUCTION LIMITS - CONTRACTOR STAGING/STORAGE AREAS
SD101
SD102
SD103
SD104
SD105
SD106
SR101
SR102
SR103
SR104
SR105
SR106
SR107
ED601
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SR202
SR203
SR204
PROJECT LOCATION MAP AND PROJECT VICINITY MAP
AD101
AD102
AD103
PARTITION TYPES
DOOR SCHEDULE AND DETAILS
WINDOW SCHEDULE AND DETAILS
RESTROOM AND CASEWORK ELEVATIONS
DETAILS - ROOF
AR101
AR102
AR103
AR104
AR201
AR202
AR203
AR204
AR301
E-101
E-103
E-201
E-601
E-602
ED102
E-603
E-001
ELECTRICAL ONE-LINE DIAGRAM
ELECTRICAL CIRCUIT AND RACEWAY SCHEDULES
MD101
PR101
SR205
SR108
SD107
SD201
of Engineers
US Army Corps
GENERAL SYMBOLS, MATERIAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
ED104
ELECTRICAL TEMPORARY POWER PLAN - SWITCHGEAR BUILDING
E-104
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK DEMOLITION SECTIONS
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK EXTERIOR ELEVATIONS - DEMOLITION
MISSOURI OVERLOOK LOCK SIDE ELEVATION - DEMOLITION
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK - HOIST MONORAIL DEMOLITION PLANS
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK - HOIST MONORAIL DEMOLITION SECTIONS
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK - RECONSTRUCTION SECTIONS
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK EXTERIOR ELEVATIONS - RECONSTRUCTION
MISSOURI OVERLOOK LOCK SIDE ELEVATION - RECONSTRUCTION
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK - HOIST MONORAIL RECONSTRUCTION PLANS
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK - REINFORCEMENT SECTIONS AND DETAILS
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK - REINFORCEMENT SECTIONS AND DETAILS
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK - REINFORCEMENT SECTIONS AND DETAILS
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK - SLAB, COLUMN, AND BEAM REINFORCEMENT
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK - HOIST MONORAIL RECONSTRUCTION SECTIONS
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK PLAN - DEMOLITION AT ELEV. 452.5 AND 451.0
ILLINOIS OVERLOOK PLAN - DEMOLITION AT ELEV. 440.0
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK PLAN - DEMOLITION AT ELEV. 467.0
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK PLAN - RECONSTRUCTION AT ELEV. 451.0 AND 452.5
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK - RECONSTRUCTION SECTIONS
ILLINOIS OVERLOOK PLAN - RECONSTRUCTION AT ELEV. 440.0
MISSOURI OVERLOOK AND ILLINOIS OVERLOOK PLAN - RECONSTRUCTION AT ELEV. 467.0
ILLINOIS AND MISSOURI OVERLOOK DEMOLITION PLANS
ILLINOIS AND MISSOURI OVERLOOK DEMOLITION DEMOLITION ROOF PLAN
MISSOURI OVERLOOK DEMOLITION CEILING PLAN
ILLINOIS AND MISSOURI OVERLOOK RECONSTRUCTION PLANS
ILLINOIS AND MISSOURI OVERLOOK ROOF PLAN
ILLINOIS AND MISSOURI OVERLOOK CEILING PLAN
ILLINOIS AND MISSOURI OVERLOOK FINISH AND FURNITURE PLAN
AR205
AR206
MATERIAL FINISH AND HARDWARE SCHEDULE
SECTIONS
E-105
E-106
E-107
E-108
ELECTRICAL GENERAL NOTES, ABBREVIATIONS, AND SITE PLAN
ED105
ED107
ED108
MISSOURI OVERLOOK EXISTING HVAC - DEMOLITION PLAN
MR101
PD101
MISSOURI OVERLOOK PLUMBING RECONSTRUCTION
MISSOURI OVERLOOK - WATER LINE DEMOLITION PLAN
MISSOURI OVERLOOK - HVAC PLAN
AE100 ARCHITECTURAL LIFE SAFETY ANALYSIS
E-109
E-110
R-001
R-002
R-003
R-004
R-005
R-006
R-007
R-008
R-009
R-010
R-011 MAIN LOCK MONOLITH L-3 VERTICAL SECTIONS AND DETAILS
R-012
R-013
R-014
R-015
R-016
R-017
R-018
R-019
R-020
R-021
R-022
R-023
R-024
R-025 MAIN LOCK MONOLITH L-3 12 CABLE SHEAVE BEAM DETAILS
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R-028
R-029
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R-032
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R-042
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MAIN LOCK STRUCTURAL FEATURES LOCK AND DAM PLAN
MAIN LOCK STRUCTURAL FEATURES UPSTREAM & DOWNSTREAM ELEVATIONS
MAIN LOCK MONOLITH L-1 PLAN AND ELEVATIONS
MAIN LOCK MONOLITH L-2 PLAN AT ELEV. 434.5
MAIN LOCK MONOLITH L-2 CHAMBER ELEVATION AND SECTION
MAIN LOCK MONOLITH L-3 PLAN AND ELEVATION
MAIN LOCK MONOLITH L-3 RIVERSIDE ELEVATION AND END VIEWS
MAIN LOCK MONOLITH L-3 PLAN AT ELEV. 434.5
MAIN LOCK MONOLITH L-3 HORIZONTAL SECTIONS
MAIN LOCK MONOLITH L-3 HORIZONTAL SECTIONS
MAIN LOCK MONOLITH L-3 DETAILS
MAIN LOCK MONOLITH L-3 WALL REINFORCEMENT
MAIN LOCK MONOLITH L-3 WALL REINFORCEMENT
MAIN LOCK MONOLITH L-3 WALL REINFORCEMENT
MAIN LOCK MONOLITH L-3 WALL REINFORCEMENT
MAIN LOCK MONOLITH L-3 WALL REINFORCEMENT
MAIN LOCK MONOLITH L-3 WALL REINFORCEMENT
MAIN LOCK MONOLITH L-3 WALL REINFORCEMENT
MAIN LOCK MONOLITH L-3 WALL REINFORCEMENT
MAIN LOCK MONOLITH L-3 WALL REINFORCEMENT
MAIN LOCK MONOLITH L-3 WALL REINFORCEMENT
MAIN LOCK MONOLITH L-3 SHEAVE SUPPORTS GENERAL LOCATIONS
MAIN LOCK MONOLITH L-3 6 CABLE SHEAVE BEAM AND STEEL COLUMN DETAILS
MAIN LOCK MONOLITH L-3 SHEAVE BEAM SUPPORT DETAILS
MAIN LOCK MONOLITH L-4 PLAN AND ELEVATION SECTION
MAIN LOCK MONOLITH L-4 SECTION PLAN & DETAILS
MAIN LOCK MONOLITH L-4 SECTIONS AND DETAILS
MAIN LOCK MONOLITH L-4 UPSTREAM CULVERT VALVE REINFORCEMENT
MAIN LOCK MONOLITH L-4 UPSTREAM CULVERT VALVE REINFORCEMENT
MAIN LOCK MONOLITH L-4 UPSTREAM CULVERT VALVE REINFORCEMENT
MAIN LOCK MONOLITH L-4 UPSTREAM CULVERT VALVE REINFORCEMENT
MAIN LOCK MISCELLANEOUS DETAILS GALLERIES LAYOUT PLAN
MAIN LOCK MISCELLANEOUS DETAILS WATERTIGHT HATCHES AND FRAMES
MAIN LOCK ELECTRICAL EQUIPMENT ROOM HOIST MONORAILS AND DETAILS
MAIN LOCK ELECTRICAL EQUIPMENT ROOM STRUCTURAL PLAN AT ELEV. 451.0 AND ELEV. 452.5
MAIN LOCK ELECTRICAL EQUIPMENT ROOM STRUCTURAL PLAN AT ELEV. 467.0
MAIN LOCK ELECTRICAL EQUIPMENT ROOM ROOF AND FLOOR BEAMS REINFORCEMENT DETAILS
MAIN LOCK ELECTRICAL EQUIPMENT ROOM SLAB AND FLOOR BEAMS REINFORCEMENT DETAILS
MAIN LOCK ELECTRICAL EQUIPMENT ROOM ROOF AND FLOOR SLABS REINFORCEMENT DETAILS
MAIN LOCK ELECTRICAL EQUIPMENT ROOM SLAB, COLUMN, & ROOF BEAM SCHEDULES
MAIN LOCK ELECTRICAL EQUIPMENT ROOM FLOOR BEAM SCHEDULES
MAIN LOCK BRIDGE PIER & ELEVATOR SHAFT CONCRETE CHAMBERSIDE & LANDSIDE ELEVATION
MAIN LOCK BRIDGE PIER & ELEVATOR SHAFT UPSTREAM ELEVATION
MAIN LOCK BRIDGE PIER & ELEVATOR SHAFT DOWNSTREAM ELEVATION
MAIN LOCK BRIDGE PIER & ELEVATOR SHAFT VERTICAL SECTIONS
MAIN LOCK BRIDGE PIER & ELEVATOR SHAFT SECTION THRU STAIRWELL & DETAILS
MAIN LOCK BRIDGE PIER & ELEVATOR SHAFT SECTION THRU STAIRWELL
MAIN LOCK BRIDGE PIER & ELEVATOR SHAFT HORIZONTAL SECTIONS
MAIN LOCK INTERIM CONTROL HOUSE EXTERIOR ELEVATIONS INFORMATIONAL
MAIN LOCK INTERIM CONTROL HOUSE FLOOR PLAN REFLECTED CEILING PLAN INTERIOR DETAILS
MAIN LOCK INTERIM CONTROL HOUSE ELEVATIONS AND SECTIONS
MAIN LOCK INTERIM CONTROL HOUSE WINDOW AND WALL DETAILS
MAIN LOCK INTERIM CONTROL HOUSE WATER & WASTEWATER SYSTEM
MAIN LOCK INTERIM CONTROL HOUSE ROOF PLANS AND DETAILS
MAIN LOCK INTERIM CONTROL HOUSE ROOF PLANS AND DETAILS
MAIN LOCK INTERIM CONTROL HOUSE DOOR SCHEDULE & DETAILS
MAIN LOCK INTERIM CONTROL HOUSE DOOR DETAILS
MAIN LOCK BRIDGE PIER ELEVATOR FOYER DETAILS
MAIN LOCK LIFT GATE MACHINERY SHEAVE ASSEMBLY AND DETAILS
MAIN LOCK LIFT GATE MACHINERY COUNTER WEIGHT SHEAVE DETAILS
MAIN LOCK SERVICE SYSTEM - LOCK CONTROL HOUSE H.V.A.C.
MAIN LOCK SERVICE SYSTEM - LOCK CONTROL HOUSE H.V.A.C.
R-065
R-066
R-067
R-068
R-069
R-070
R-071
MAIN LOCK ELECTRICAL 4160V GENERATOR BILL OF MATERIALSR-072
R-073
R-074
R-075
R-076
R-077
R-078
R-079
R-080
R-086
R-087
R-088
R-089
R-090
R-091
R-092
R-093
R-094
R-095
R-096
R-097
R-098
R-099
R-100
R-110
R-120
R-130
MAIN LOCK ELECTRICAL CABLE TRAY AND CONDUIT LAYOUT L-16 AND L-17
MAIN LOCK ELECTRICAL CABLE TRAY AND CONDUIT LAYOUT DOWNSTREAM GALLERY MCC ROOM
MAIN LOCK ELECTRICAL LIGHTING PANELS AND FIXTURE SCHEDULE
R-085
R-084
R-083
R-082
R-081
R-101
R-102
R-103
R-104
R-105
R-106
R-107
R-108
R-109
R-111
R-112
R-113
R-114
R-115
R-116
R-117
R-118
R-119
R-121
R-122
R-123
R-124
R-125
R-126
R-127
R-128
R-129
R-131
MAIN LOCK ELECTRICAL ONE LINE DIAGRAM SHEET 1
MAIN LOCK ELECTRICAL ONE LINE DIAGRAM SHEET 2
MAIN LOCK ELECTRICAL ONE LINE DIAGRAM SHEET 3
MAIN LOCK ELECTRICAL 4160V GENERATOR OUTLINE GENERATOR SWITCHGEAR
MAIN LOCK ELECTRICAL 4160V GENERATOR AC GENERATOR SCHEMATIC
MAIN LOCK ELECTRICAL 4160V GENERATOR VOLTAGE REGULATOR SCHEMATIC
MAIN LOCK ELECTRICAL 4160V GENERATOR DC SCHEMATIC
MAIN LOCK ELECTRICAL 4160V GENERATOR DOOR REAR VIEW CONNECTION DIAGRAM
MAIN LOCK ELECTRICAL 4160V GENERATOR CIRCUIT BREAKER CONNECTION DIAGRAM
MAIN LOCK ELECTRICAL 4160V GENERATOR RELAY PAN CONNECTION DIAGRAM
MAIN LOCK ELECTRICAL UPSTREAM FIELD INTERCONNECTION DIAGRAM MISSOURI FILLING VALVES NO. 1 & 2
MAIN LOCK ELECTRICAL UPSTREAM FIELD INTERCONNECTION DIAGRAM UPSTREAM LIFT GATE
MAIN LOCK ELECTRICAL UPSTREAM FIELD INTERCONNECTION DIAGRAM MIDDLE LIFT GATE
MAIN LOCK ELECTRICAL UPSTREAM FIELD INTERCONNECTION DIAGRAM DOWNSTREAM LIFT GATE
MAIN LOCK ELECTRICAL UPSTREAM FIELD INTERCONNECTION DIAGRAM ILLINOIS FILLING VALVES NO. 1 & 2
MAIN LOCK ELECTRICAL UPSTREAM FIELD INTERCONNECTION DIAGRAM UPSTREAM ILLINOIS MCC SHEET 1
MAIN LOCK ELECTRICAL UPSTREAM FIELD INTERCONNECTION DIAGRAM UPSTREAM ILLINOIS MCC SHEET 2
MAIN LOCK ELECTRICAL UPSTREAM FIELD INTERCONNECTION DIAGRAM UPSTREAM ILLINOIS MCC SHEET 3
MAIN LOCK ELECTRICAL UPSTREAM FIELD INTERCONNECTION DIAGRAM UPSTREAM MISSOURI MCC SHEET 1
MAIN LOCK ELECTRICAL UPSTREAM FIELD INTERCONNECTION DIAGRAM UPSTREAM MISSOURI MCC SHEET 2
MAIN LOCK ELECTRICAL UPSTREAM FIELD INTERCONNECTION DIAGRAM UPSTREAM MISSOURI MCC SHEET 3
MAIN LOCK ELECTRICAL DOWNSTREAM FIELD INTERCONNECTION DIAGRAM ILLINOIS & MISSOURI EMPTYING VALVES
MAIN LOCK ELECTRICAL DOWNSTREAM FIELD INTERCONNECTION DIAGRAM DOWNSTREAM ILLINOIS MCC SHEET 1
MAIN LOCK ELECTRICAL DOWNSTREAM FIELD INTERCONNECTION DIAGRAM DOWNSTREAM ILLINOIS MCC SHEET 2
MAIN LOCK ELECTRICAL DOWNSTREAM FIELD INTERCONNECTION DIAGRAM DOWNSTREAM ILLINOIS MCC SHEET 3
MAIN LOCK ELECTRICAL DOWNSTREAM FIELD INTERCONNECTION DIAGRAM DOWNSTREAM MISSOURI MCC SHEET 1
MAIN LOCK ELECTRICAL DOWNSTREAM FIELD INTERCONNECTION DIAGRAM DOWNSTREAM MISSOURI MCC SHEET 2
MAIN LOCK ELECTRICAL DOWNSTREAM FIELD INTERCONNECTION DIAGRAM DOWNSTREAM MISSOURI MCC SHEET 3
MAIN LOCK ELECTRICAL INTERCONNECTION DIAGRAM DAM TAINTER GATES & GRAPHICS
MAIN LOCK ELECTRICAL INTERCONNECTION DIAGRAM LOCK LIGHTING
MAIN LOCK ELECTRICAL INTERCONNECTION DIAGRAM UPSTREAM TRAFFIC LIGHTS
MAIN LOCK ELECTRICAL INTERCONNECTION DIAGRAM DOWNSTREAM TRAFFIC LIGHTS
MAIN LOCK ELECTRICAL INTERCONNECTION DIAGRAM MISCELLANEOUS FIELD DEVICES
MAIN LOCK ELECTRICAL INTERCONNECTION DIAGRAM MITER GATE ANTI-DRIFT PIN
MAIN LOCK CCTV SYSTEM CCTV BLOCK DIAGRAM CONTROL
MAIN LOCK CCTV SYSTEM CCTV BLOCK DIAGRAM VIDEO (CAMERAS)
MAIN LOCK CCTV SYSTEM CCTV BLOCK DIAGRAM VIDEO (MONITORS)
MAIN LOCK ELECTRICAL SYMBOLS & ABBREVIATIONS
MAIN LOCK ELECTRICAL LEGEND SHEET 1
MAIN LOCK ELECTRICAL LEGEND SHEET 2
MAIN LOCK ELECTRICAL UPSTREAM PUMP ROOM MOTOR CONTROL CENTER ILLINOIS SIDE
MAIN LOCK ELECTRICAL UPSTREAM PUMP ROOM MOTOR CONTROL CENTER MISSOURI SIDE
MAIN LOCK ELECTRICAL DOWNSTREAM GALLERY MOTOR CONTROL CENTER ILLINOIS SIDE
MAIN LOCK ELECTRICAL DOWNSTREAM GALLERY MOTOR CONTROL CENTER MISSOURI SIDE
MAIN LOCK ELECTRICAL EQUIPMENT ROOM 600V SWITCHGEAR
MAIN LOCK ELECTRICAL EQUIPMENT ROOM 5K V SWITCHGEAR
MAIN LOCK ELECTRICAL THROUGH AND CONDUIT LAYOUT UPSTREAM GUIDEWALL L-1 AND L-2
MAIN LOCK ELECTRICAL CABLE TRAY AND CONDUIT LAYOUT L-3 AND L-4
MAIN LOCK ELECTRICAL CABLE TRAY AND CONDUIT LAYOUT L-5 THRU L-10
MAIN LOCK ELECTRICAL CABLE TRAY AND CONDUIT LAYOUT L-11 THRU L-15
MAIN LOCK ELECTRICAL CABLE TRAY AND CONDUIT LAYOUT ELECTRICAL EQUIPMENT ROOM
MAIN LOCK ELECTRICAL CABLE TRAY AND CONDUIT LAYOUT INTERIM CONTROL ROOM
MAIN LOCK ELECTRICAL CONDUIT CROSSOVER PLAN L-3
MAIN LOCK ELECTRICAL CABLE TRAY PUMP ROOM AND UPPER LEVEL LIFT GATE MACHINERY ROOM L-3
MAIN LOCK ELECTRICAL CONDUIT UPPER AND LOWER LEVEL ILLINOIS LIFT GATE MACHINERY ROOM L-3
MAIN LOCK ELECTRICAL CONDUIT UPPER AND LOWER LEVEL MISSOURI LIFT GATE MACHINERY ROOM L-3
MAIN LOCK ELECTRICAL CONDUIT LAYOUT SHEAVE ROOM
MAIN LOCK ELECTRICAL CONDUIT LAYOUT SERVICE BRIDGE PIER RADAR AND DISCONNECT
DAM ELECTRICAL GROUNDING GENERAL ARRANGEMENT
MAIN LOCK ELECTRICAL GROUNDING SECTIONS
MAIN LOCK ELECTRICAL GROUNDING DETAILS
MAIN LOCK ELECTRICAL INTERIM CONTROL ROOM AND ELECTRICAL EQUIPMENT ROOM LIGHTING PLAN
MAIN LOCK ELECTRICAL CONDUIT CROSSOVER PLAN L-17
ED109
ED110 ELECTRICAL TEMPORARY POWER PLAN - DOWNSTREAM MCC ROOMS
ED111
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R-132
R-133
R-134
DAM ELECTRICAL POWER, CONTROL AND RACEWAYS PIER D-3
DAM ELECTRICAL CONDUIT AND CABLE TRAY ARRANGEMENT MACHINERY ROOM D-3
DAM ELECTRICAL CONDUIT AND CABLE TRAY SECTIONS MACHINERY ROOM D-3
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R-136
R-137
R-138 DAM ELECTRICAL CONDUIT AND CABLE TRAY SECTIONS MACHINERY ROOM D-4
R-139
DAM ELECTRICAL CONDUIT LAYOUT ACROSS SERVICE BRIDGE 4160V
DAM ELECTRICAL CONDUIT AND CABLE TRAY ARRANGEMENT MACHINERY ROOM D-4
DAM ELECTRICAL POWER, CONTROL AND RACEWAYS PIER D-4
LOCK ELECTRICAL LIGHTING - BRIDGE PIER AND ELEVATOR LANDINGS ILL. AND MO. SIDE
ELECTRICAL DEMOLITION PLAN - MEDIUM VOLTAGE - ILLINOIS OVERLOOK
ELECTRICAL DEMOLITION PLAN - GROUNDING - ILLINOIS OVERLOOK
ELECTRICAL DEMOLITION PLAN - CONDUIT AND CABLE TRAY - MISSOURI OVERLOOK
ELECTRICAL DEMOLITION PLAN - GROUNDING - MISSOURI OVERLOOK
ELECTRICAL TEMPORARY POWER PLAN - SITE PLAN
ELECTRICAL TEMPORARY POWER PLAN - UPSTREAM PUMP ROOM MCCS
ELECTRICAL DEMOLITION PLAN - ONE-LINE DIAGRAM
ELECTRICAL PLAN - MEDIUM VOLTAGE - ILLINOIS OVERLOOK
ELECTRICAL PLAN - GROUNDING - ILLINOIS OVERLOOK
ELECTRICAL PLAN - GROUNDING - MISSOURI OVERLOOK
ELECTRICAL PLAN - LOW VOLTAGE - ILLINOIS OVERLOOK
ELECTRICAL PLAN - LIGHTING - ILLINOIS OVERLOOK
ELECTRICAL PLAN - LOW VOLTAGE - MISSOURI OVERLOOK
ELECTRICAL PLAN - LIGHTING - MISSOURI OVERLOOK
ELECTRICAL PLAN - CCTV, SECURITY, TELECOMMUNICATIONS - ILLINOIS OVERLOOK
ELECTRICAL PLAN - CCTY, SECURITY, TELECOMMUNICATIONS - MISSOURI OVERLOOK
ELECTRICAL - MEDIUM VOLTAGE METAL-CLAD SWITCHGEAR - ELEVATION VIEW
ELECTRICAL - PANEL SCHEDULE
ED103 ELECTRICAL DEMOLITION PLAN - LOW VOLTAGE - ILLINOIS AND MISSOURI OVERLOOKS
ED106 ELECTRICAL DEMOLITION PLAN - SHEAVE ROOM
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GENERAL SYMBOLS MATERIAL SYMBOLS ABBREVIATIONS GENERAL NOTES
NORTH
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N of Engineers
US Army Corps
G E
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B O
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WATER MAINWM
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WIDTHW
UNDERGROUNDUGND
UNLESS NOTED OTHERWISEUNO
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TOP AND BOTTOMT&B
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SIMILARSIM
SANITARYSAN
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MINIMUMMIN
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GOVERNMENT FURNISHED EQUIPMENTGFE
GALVANIZEDGALV
FLARED END SECTIONFES
FLOOR DRAIN FD
FAR FACEFF
EXISTINGEXIST
EACH WAYEW
ELEVATIONEL
EXPANSION JOINTEJ
EACH FACEEF
DRAWINGDWG
DIAMETERDIA
CONTRACTING OFFICERS REPRESENTATIVECOR
CONCRETECONC
CLEAN OUTCO
CONCRETE MASONRY UNITCMU
CORRUGATED METAL PIPECMP
CONSTRUCTION JOINTCJ
CLEARCLR
CAST IN PLACECIP
CURB & GUTTERC&G
CENTER LINEC/L
BOTTOMBOT
BITUMINOUSBITUM
ALUMINUMALUM
ALTERNATE WITHALT W/
APPROXIMATEAPPROX
ABOVE FINISH FLOORAFF
STEEL
THERMAL INSULATION (BLANKET)
THERMAL INSULATION (RIGID)
GYPSUM BOARD
CONCRETE
EARTH
GRAVEL FILL
WOOD ROUGH
STONE
CMU
BRICK
WOOD BLOCKING, SHIM
MDF OR PLYWOOD
GLASS
PRECAST CONCRETE
CAST STONE OR
SOLID SURFACE MATERIAL
DRAWING/DETAIL LOCATION DESIGNATION
DRAWING/DETAIL TITLE
SCALE
X-XXX
1/8" = 1'-0"
FIRST REFERENCED
SHEET NUMBER DESIGNATION WHERE
DRAWING/DETAIL LIMITS
DETAIL LOCATION DESIGNATION
SIMILAR, OR OPPOSITE HAND
DETAIL DESIGNATION
SHEET NUMBER DESIGNATION WHERE
(DRAWN) SHOWN
SECTION/DETAIL LOCATION DESIGNATION
SECTION/DETAIL
DESIGNATION
SHOWN
SHEET NUMBER DESIGNATION WHERE (DRAWN)
ELEVATION/DETAIL LOCATION DESIGNATION
EXTERIOR ELEVATION
DESIGNATION
SHOWN
SHEET NUMBER DESIGNATION WHERE (DRAWN)
SHEET NUMBER DESIGNATION WHERE (DRAWN) SHOWN
INTERIOR ELEVATION
DESIGNATION
ELEVATION/DETAIL LOCATION DESIGNATION
ROOM NAME
ROOM NUMBER
ROOM INDENTIFIER
KEYNOTE
KEYNOTE NOT USED ON SHEET
BREAK LINE, MATERIAL
TO CONTINUE
COLUMN REFERENCE
REVISION DESIGNATION
REVISION CLOUD
INDICATES PLAN NORTH
INDICATES TRUE NORTH
NORTH ARROW
NORTH ARROW (ALT)
ELEVATION TARGET
LOUVER TYPE SYMBOL
MATCH LINE
SLOPE
HIGH POINT ROOF
REF ##/#-###
FOR CONTINUATION
MATCH LINE
SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE OF ALL DISCREPANCIES.
TO ORDERING MATERIAL, COMMENCEMENT OF CONSTRUCTION, AND PREPARTIONS OF SHOP DRAWINGS. CONTRACTOR
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXISTING ELEVATIONS AND CONDITIONS SHOWN ON THE PLANS PRIOR
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PROJECT
LOCATION
SPRINGFIELD
CHESTER
STE.GENEVIEVE
PADUCAHCAIRO
MURPHYSBORO
CARLYLE
VANDALIA
SHELBYVILLE
ST.CHARLES
HERMANN
TROY
HARDIN
HANNIBAL
ST.LOUIS
EAST
ST.LOUIS
HAVANA
PEORIA
NEW
LONDON
I L L I N O I S
KY
M I S S O U R I
IOWA
JEFFERSON CITY
R
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ALTONM
I S S
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LAKE
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WAPPAPELLO
REND
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BIG
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RI
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M I S S I S S I P P I
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M I S S
I S
SIPPI
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APPROX. SCALE IN MILES
35 35 70
PROJECT VICINITY MAPPROJECT LOCATION MAP
SCALE: 1" = 400'
800'0 400'A1 A8
MAIN LOCK
MELVIN PRICE LOCKS AND DAM
AUXILIARY LO
CK
M
ISSISSIPPI RIVER
FLOW
LOCK AND DAM WAY
SITE ACCESS VIA
P R
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C T L
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US Army Corps
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S
100' 200'0
LOCK PLAN
AUXILIARY LOCK
MAIN LOCK
SCALE: 1"= 100'
CONSTRUCTION TRAILER
CONTRACTOR PARKING
SECURITY GATE
CONSTRUCTION LIMITS
FLOATING PLANT STAGING AREA
RAMP
/VISITOR CENTER
ADMINISTRATION BLDG.
ILLINOIS ESPLANADE
FLOW
S T
A .0 C D
A M
L
GENERAL SHEET NOTES
THEIR ORIGINAL CONCDITION FOLLOWING COMPLETION OF THE PROJECT.
SHALL BE COORDINATED WITH THE LOCKMASTER AND SHALL BE RESTORED TO
1. ALL AREAS USED FOR CONSTRUCTION LAYDOWN OR CONSTRUCTION STAGING
CONSTRUCTION ACTIVITIES, INCLUDING CONTRACTOR STAGING AREAS.
2. CONSTRUCTION FENCING SHALL BE USED TO ISOLATE THE PUBLIC FROM ALL
J R
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MAINTENANCE BUILDINGS
GENERATOR AND
MAINTENANCE SHED
of Engineers
US Army Corps
ILLINOIS OVERLOOK (IO) BUILDING
MISSOURI OVERLOOK (MO) BUILDING
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N D D of Engineers
CODES AND REGULATIONS:
MISCELLANEOUS:
DEMOLITION:
LENGTH
EMBEDMENT
LAP LENGTH
MINIMUM
SIZES
BAR
BARS
TOP**
BARS
TOP**
BARS
OTHER
BARS
OTHER
#3
#4
#5
#6
#7
#8
#9
#10
#11
EMBEDMENTS AND LAPS
TABLE OF REINFORCEMENT
LENGTH
EMBEDMENT
LAP LENGTH
MINIMUM
SIZES
BAR
BARS
TOP**
BARS
TOP**
BARS
OTHER
BARS
OTHER
#3
#4
#5
#6
#7
#8
#9
#10
#11
1915 25
25 2532
31 3124 41
37 3729 49
54 5442 71
62 6248 81
70 7054 91
79 7961 102
87 8767 114
CONCRETE:
DESIGN VALUES AND LOADS:
G E
N E
R A
L S
T R
U C
T U
R A
L N
O T
E S
J R
S
J L L
CONCRETE AS NOTED
INDICATES NEW CIP CONCRETE OR EXISTING4.
3. INDICATES AREA OF NEW CIP CONCRETE
BEYOND VERTICAL OR HORIZONTAL SURFACE.
2. INDICATES CONCRETE REMOVAL LIMITS
AT SURFACE.
1. INDICATES AREA OF CONCRETE REMOVAL
DRAWING DRAWING LEGEND:
VALUES SHALL NOT BE LESS THAN 12"
WITH AT LEAST 3" CLEAR COVER, BUT
SPACED LATERALLY AT 6" ON CENTERS
AREAS WHERE REINFORCEMENT IS
MODIFIED BY MULTIPLYING BY 0.8 IN
THE VALUES IN THE TABLE MAY BE
CONCRETE IS CAST BELOW THE BAR.
SO THAT MORE THAN 12" OF FRESH
TOP BAR IS DEFINED AS ANY BAR PLACED
5. ALL EXPOSED 90-DEGREE CAST-IN-PLACE AND PRE-CAST CONCRETE CORNERS SHALL BE CHAMFERED 1" U.N.O.
CHAMBER CONCRETE. ACCOUNTING FOR THIS SLOPE, CONCRETE REINFORCING COVER SHALL BE MAINTAINED UNLESS OTHERWISE NOTED.
4. TOP OF LOCK WALLS SLOPE UP AWAY FROM LOCK CHAMBER AT 1" IN 10 FT. TOP OF WALL ELEVATIONS GIVEN ON THE DRAWINGS ARE AT THE FACE OF THE LOCK WALL
BONDED, THE SURFACE SHALL BE ROUGHENED OVER THE ENTIRE CONTACT AREA TO A SURFACE PROFILE WITH FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH.
3. AT ALL LOCATIONS ROUGHENING OF THE EXISTING CONCRETE SURFACE AT THE INTERFACE WITH NEW CONCRETE OR AT LOCATIONS ADDITIONAL CONCRETE IS TO BE
REINFORCING STEEL INSTITUTE (CRSI). MSP-1
H) PLACE REINFORCEMENT AND PROVIDE SUPPORTS FOR REINFORCING STEEL IN ACCORDANCE WITH THE "MANUAL OF STANDARD PRACTICE", OF THE CONCRETE
CONTRACTING OFFICER, ADDITIONAL SPLICES SHALL BE IN ACCORDANCE WITH ACI 318. LAP SPLICES SHALL BE CLASS B.
G) EMBEDMENT LENGTHS AND LAP SPLICE LENGTHS SHALL BE AS SHOWN ON THE TABLE OF REINFORCEMENT EMBEDMENTS AND LAPS. SUBJECT TO APPROVAL BY THE
F) UNIFORM SURFACE FINISH REQUIREMENT SHALL BE BROOM FINISH FOR THE TOP OF LOCK MONOLITHS.
TO REASONABLE CONSTRUCTIBILITY OR TO MISS EMBEDDED ITEMS.
BENDING OF BARS PARTIALLY EMBEDDED IN CONCRETE WILL NOT BE APPROVED EXCEPT WHERE, IN THE OPINION OF THE CONTRACTING OFFICER, IT IS ESSENTIAL
EMBEDDED ITEMS, OR OTHER OBSTRUCTIONS. VERTICAL DOWELS MAY BE ADJUSTED SLIGHTLY TO AVOID OBSTRUCTIONS OR HORIZONTAL OBSTRUCTIONS. FIELD
E) SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, BARS MAY BE SHIFTED SLIGHTLY OR BENT IN THE FIELD TO AVOID CONSTRUCTION JOINTS, OPENINGS, D) HOOKS IN BARS SHALL CONFORM TO THE REQUIREMENTS OF PARAGRAPH 25.3 OF ACI 318-14.
C) EMBEDMENT LENGTHS SHALL BE AS SHOWN ON THE TABLE OF REINFORCEMENT EMBEDMENTS AND LAPS.
RAISED SLABS.
B) CLEAR COVER FOR REINFORCEMENT, EXCEPT AS OTHERWISE INDICATED OR AS SHOWN ON THE DRAWINGS, SHALL BE 1-1/2" FOR BEAMS AND COLUMNS AND 3/4" FOR
A) ALL REINFORCEMENT SHALL BE ASTM A615 GRADE 60. DEFORMED BARS SHALL MEET THE REQUIREMENTS OF PARAGRAPH 20.2 OF ACI 318-14.
2. REINFORCEMENT REQUIREMENTS:
ALL PRE-CAST CONCRETE SHALL BE f'c= 5000 psi
1. STRENGTH AND TYPE: ALL CAST-IN-PLACE CONCRETE SHALL BE f'c=4000psi.
FOR COMPLETE CONCRETE SPECIFICATIONS, SEE SEC. 03 31 01.
WITH THE APPROVED GROUT MANUFACTURER'S RECOMMENDATIONS. SEE SPECIFICATIONS FOR GROUT REQUIREMENTS AND DOWEL TESTING.
9. DOWEL EMBEDMENT DEPTH IS PER THE TABLE OF REINFORCEMENT EMBEDMENTS AND LAPS ABOVE. HOLES FOR DOWELS SHALL BE SIZED AND PREPARED IN ACCORDANCE
8. SEE ELECTRICAL SHEETS FOR ADDITIONAL DEMOLITION NOTES.
ROUNDED TO REMOVE SHARP CORNERS. MINIMUM ACCEPTABLE ROUNDING IS A 3" X 3" CHAMFER. SAWCUT EDGES SHALL NOT BE CHAMFERED.
7. ALL 90-DEGREE OR SHARPER CORNERS IN EXISTING CONCRETE WHICH REMAIN AFTER DEMOLITION AND ARE TO BE SURROUNDED BY NEW CONCRETE ARE TO BE
DO NOT INTERFERE WITH INSTALLATION OF THE NEW STRUCTURE.
6. EXISTING ELECTRICAL CIRCUITS SHALL BE DE-ENERGIZED AND RE-ROUTED PRIOR TO DEMOLITION. THE CONTRACTOR SHALL RELOCATE THE CONDUITS SUCH THAT THEY
5. AFTER DEMOLITION AND PRIOR TO PLACING NEW CONCRETE, ALL SURFACES SHALL BE CLEANED OF CEMENT DUST AND LOOSE MASONRY MATERIAL.
OTHER DELETERIOUS MATERIAL AND ROUGHENED PER CONCRETE NOTE 3 BEFORE NEW CONCRETE IS PLACED.
4. ALL EXISTING CONCRETE SURFACES WHICH ARE NOT DEMOLISHED BUT AGAINST WHICH NEW CONCRETE IS TO BE PLACED, SHALL BE CLEANED OF ALL GREASE, OIL AND
3. SEE DRAWINGS SD101 THRU SD201 FOR TYPICAL DIMENSIONS AND EXTENT OF DEMOLITION..
2. THE TERM REMOVE AS USED ON THE DRAWINGS MEANS REMOVE AND DISPOSE OF, UNLESS NOTED OTHERWISE.
1. WHERE SAWCUTS ARE SHOWN, SAWCUTTING TO A MAXIMUM DEPTH OF 1/2” U.N.O. SHALL BE USED TO CREATE A SMOOTH LINE BETWEEN NEW AND EXISTING CONCRETE.
FOR COMPLETE DEMOLITION SPECIFICATIONS, SEE SECTION 02 41 00.
1. IBC 2018- INTERNATIONAL BUILDING CODE
2. IEBC 2018- INTERNATIONAL EXISTING BUILDING CODE.
3. ASCE/SEI 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
4. UFC 1-200-01, DOD BUILDING CODE
5. UFC 3-301-01, STRUCTURAL ENGINEERING
6. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
NOTE: FOR EACH CODE LISTED THE MOST RECENT VERSION SHALL APPLY UNLESS NOTED OTHERWISE.
Cd= 2.5Ωo= 3R= 3
ORDINARY REINFORCED CONCRETE MOMENT FRAMES
LATERAL LOAD RESISTING SYSTEM-
BSEISMIC DESIGN CATEGORY
B (ESTIMATED SEE ASCE 7-16 11.4.3)SOIL SITE CLASS
SD1= 0.096ACCELERATIONS (IBC)
SDS= 0.252DESIGN SPECTRAL RESPONSE
S1= 0.144ACCELERATIONS (IBC)
SS= 0.379MAPPED SPECTRAL RESPONSE
Ie=1.0IMPORTANCE FACTOR
IIRISK CATEGORY
SEISMIC LOAD (IBC 2018 and ASCE 7-16)
SEISMIC LOADS-
GCpi=+/- 0.18INTERNAL PRESSURE COEFFICIENT
CEXPOSURE
115 mphDESIGN WIND SPEED
IIRISK CATEGORY
WIND LOAD (IBC 2018 and ASCE 7-16)
WIND LOADS-
Ct= 1.0THERMAL FACTOR
Ce= 1.0EXPOSURE FACTOR
Pf= 14.0 PSFFLAT ROOF SNOW LOAD
Pg= 20.0 PSFGROUND SNOW LOAD
Is= 1.0IMPORTANCE FACTOR
IIRISK CATEGORY
ROOF SNOW LOAD (IBC 2018 and ASCE 7-16)
SNOW LOADS-
34 KIPSCRANE LOAD ON FLOOR BEAMS
40 PSF ROOF LIVE LOAD
200 PSFILLINOIS OVERLOOK (IO)
100 PSFMISSOURI OVERLOOK (MO)
FLOOR LIVE LOAD
LIVE LOADS-
CROSS SECTION AND CONCRETE DENSITY OF 150 PCF.
WALLS, BEAMS, SLABS, AND COLUMNS CALCULATED BASED ON VOLUME OF
8 PSFWINDOWS
70 PSF (ORIGINAL DESIGN)COMPUTER FLOORING (MO ONLY)
100 PSF (6”CONCRETE W/ QUARRY TILE)RAISED FLOOR SLAB (MO ONLY)
20 PSF(ROOFING/CEILING/INSULATION)ROOF DEAD LOAD
DEAD LOADS-
STARTING DEMOLITION.
4. LOCATIONS OF THE EXISTING ELECTRICAL CONDUITS EMBEDDED IN THE CONCRETE ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR SHALL PRIOR TO
LOCATIONS OF EXISTING LOCK FEATURES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO REMOVING, RELOCATING OR DEMOLITION OF ANY EXISTING ITEMS.
3. THE EXISTING LOCK BACKGROUNDS FOR THIS PROJECT WERE DEVELOPED FROM AVAILABLE SURVEYS AND HISTORIC DRAWING RECORDS. ALL EXISTING CONDITIONS AND ALL
AFTER PLACEMENT OF ALL CONCRETE.
2. ELEVATIONS SHOWN ARE IN FEET AND ARE REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (1973 ADJUSTED). ELEVATIONS REPRESENT THE FINAL ELEVATION
1. STATION NUMBERS ARE SHOWN FOR REFERENCE TO ORIGINAL CONSTRUCTION DRAWINGS, ONLY.
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SD101
0 4' 8'2' of Engineers
A1
" = 1'-0"4
1SCALE:
8"
8"
1'-0"
6"
"1
8"
8"
1'-0"
"1 (T
Y P P
L A
C E
S
8"
1'-0"
6"
" 1
(T
Y P P
L A
C E
S
8"
1'-0"
39'-3"
0 4' 8'2'
A7
TO BE REMOVED
CONCRETE WALL
REMOVED
WALL TO BE
CONCRETE
TO BE REMOVED
CONCRETE COLUMN
TO BE REMOVED
CONCRETE COLUMN TO BE REMOVED
CONCRETE COLUMN TO BE REMOVED
CONCRETE COLUMN
TO BE REMOVED
CONCRETE BEAM
FLOOR OPENING
CABLE TRAY
" DEEP SAWCUT2
REMAIN (TYP. 4 PLACES)
EXIST. CONC. COLUMN TO
WALL TO REMAIN
EXIST. CONCRETE
WALL TO REMAIN
EXIST. CONCRETE
BEAMS TO REMAIN
EXIST. CONCRETE
IN FLOOR
EXIST. PIPE SLEEVES
EXIST. WALL TO REMAIN EXIST. PIPE SLEEVE
TO REMAIN
EXIST. CONC BEAM
TO REMAIN
EXIST. CONC WALL
" DEEP SAW CUT2
1FLOOR OPENING
CABLE TRAY
S
E E N
O T
E
S
E E N
O T
E
TO BE REMOVED
CONCRETE WALL
T O B
E R
E M
O V
E D
C O
N C
R E
T E W
A L L
TO BE REMOVED
CONCRETE COLUMN
TO BE REMOVED
CONCRETE BEAM
TO BE REMOVED
CONCRETE BEAMS
SAW CUT FULL DEPTH
SAW CUT FULL DEPTH
TO REMAIN (TYP. 4 PLACES)
EXIST. CONC. COLUMNS
D E
M O
L
IT
IO
N A
T E
L E
V .5 A
N D
.0
AT HATCHED AREAS
TO BE REMOVED
CONCRETE SLABS
AT HATCHED AREAS
TO BE REMOVED
CONCRETE SLABS
J R
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J L L
39'-3"
1'-0"
1'-6"
1'-6""4 111'-61'-6""2
18'-71'-6" 2'-9"
"4 32'-101'-6""4
111'-61'-6""2 18'-71'-6""4
18'-8
"4 18'-8
1'-6"
1'-0"
8" 1'-6"
1'-0"
"4 18'-8 1'-6""2
18'-71'-6" 2'-9"1'-6""4 111'-6
8"
1'-0"
1'-6" 1'-6""2 18'-71'-6""4
18'-8 2'-9"1'-6""4 111'-6
PLAN - ILLINOIS OVERLOOK AT ELEV. 452.5 PLAN - MISSOURI OVERLOOK AT ELEV. 451.0
M
IS
S O
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O O
K P
L A
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GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
MEMBERS SIZE AND REINFORCEMENT.
2. SEE REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION ON EXISTING
AS INDICATED IN SPECIFICATION SECTION 02 41 00.
4. TEMPORARY SHORING SHALL BE PROVIDED PRIOR TO STARTING DEMOLITION
REMOVAL.
REINFORCING BARS REMAIN INTACT AND FREE OF DAMAGE AFTER CONCRETE
PERFORMED WITH HAND TOOLS OR OTHER METHODS TO ENSURE LONGITUDINAL
3. DEMOLITION OF EXISTING CONCRETE BEAMS AND SLABS IN THIS AREA SHALL BE
FLOW
FLOW
TO BE REMOVED
CONCRETE COLUMN
FACE OF LOCK WALL BELOW
WALL BELOW
FACE OF LOCK
DRAIN PIPING
SLEEVE FOR ROOF
DRAIN PIPING
SLEEVE FOR ROOF
W P -2
-R -0
M A
Y
S M
H
J A
D
A N
S I
D
A1
SD102
A8
SD102
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IS
S
IP
P I
R
IV
E R
S T L
O U
IS
M
IS
S O
U R I
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A L T
O N
IL
L
IN
O
IS
M A
IN
L
O C
K O
V E
R L
O O
K A
L T
E R
A T
IO
N S
M E
L V
IN
P
R
IC
E L
O C
K S A
N D D
A M
SD102
0 4' 8'2' of Engineers
8"
1'-0" 1'-6""2 118'-9 "2
112'-8
3'-1"1'-0"
EL. 470.5
EL. 467.0
EL. 459.63
EL. 452.5
EL. 454.0
EL. 449.0
T/LOCK WALL
EL. 444.0
EL. 439.5
3"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"9'-6"1'-3" "2 18'-3 1'-6" "2
112'-8 3'-1"
"2 18'-6 "2
112'-11
8" 8"11'-0"
2'-0"
EL. 439.5
3'-0"2'-6" 1'-0"
40'-0"
EL. 470.5
EL. 467.0
EL. 459.63
EL. 454.0
EL. 452.35
EL. 449.0
T/LOCK WALL
EL. 451.0
8"
1'-0" 1'-0"1'-6"3'-1" "2 112'-8 "2
118'-9
"2 117'-9
8" 8" 8" 8" 8" 8" 8" 8"3'-6""2 13'-7 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" "2
13'-73'-6"
EL. 444.0
EL. 439.5 EL. 439.5
1'-0" 1'-0"
1'-0"
1'-0" 1'-0"3'-1" "2 112'-8 "2
18'-31'-6" 9'-6"
8"8"
1'-0" 2'-0"
11'-0" 2'-6"3'-0"
0 4' 8'2'" = 1'-0"4
40'-0"
"2
"2
10'-0" SEE NOTE 3
10'-0" SEE NOTE 3
8"
1'-0"
FULL DEPTH SAW CUT
FULL DEPTH SAW CUT
CONCRETE REMOVAL LIMITS
"2
110 10'-0" SEE NOTE 3
8"
1'-0"
FULL DEPTH SAW CUT
"2
FULL DEPTH SAW CUT
10'-0" SEE NOTE 3
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
MEMBERS SIZE AND REINFORCEMENT.
2. SEE REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION ON EXISTING
CONCRETE REMOVAL LIMITS
CONCRETE REMOVAL LIMITS
SECTION SECTION
D E
M O
L
IT
IO
N S
E C
T
IO
N S
AS INDICATED IN SPECIFICATION SECTION 02 41 00.
4. TEMPORARY SHORING SHALL BE PROVIDED PRIOR TO STARTING DEMOLITION
J R
S
J L L
TO REMAIN
EXISTING RAISED CONCRETE FLOOR
REMOVED FULL HEIGHT
CONCRETE COLUMNS TO BE
REMOVED FULL HEIGHT
CONCRETE COLUMNS TO BE
M
IS
S O
U R I
O V
E R
L O
O K A
N D
IL
L
IN
O
IS
O
V E
R L
O O
K
" DEEP SAWCUT2
DEEP SAW CUT2
1 " DEEP SAW CUT2
" DEEP SAW CUT2
LIMITS
CONCRETE REMOVAL
PERFORMED WITH HAND TOOLS OR OTHER METHODS TO ENSURE LONGITUDINAL
3. DEMOLITION OF EXISTING CONCRETE BEAMS AND SLABS IN THIS AREA SHALL BE
FACE OF LOCK WALL FACE OF LOCK WALL
W P -2
-R -0
M A
Y
S M
H
J A
D
A N
S I
D
A1
SD101
SD101
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IS
S
IP
P I
R
IV
E R
S T L
O U
IS
M
IS
S O
U R I
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A L T
O N
IL
L
IN
O
IS
M A
IN
L
O C
K O
V E
R L
O O
K A
L T
E R
A T
IO
N S
M E
L V
IN
P
R
IC
E L
O C
K S A
N D D
A M
SD103
0 4' 8'2' of Engineers
US Army Corps
" = 1'-0"4
1SCALE:
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
MEMBERS SIZE AND REINFORCEMENT.
2. SEE REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION ON EXISTING
8" 8"
2'-2" 1'-6"1'-6" 1'-6""4 18'-8 "2
18'-7 "4 111'-6
9"2
14'-37'-6""4 31'-9"2
19'-11'-0""2 19'-1
4'-8"8'-1""2 12'-08'-1""2
12'-08'-1"2'-6"
35'-6"
EL. 439.5
1'-6" 1'-6"
4'-8"8'-1""2 12'-08'-1""2
12'-07'-11"2'-0"
1'-6" 1'-6"
"4 16'-6"2
14'-45'-9""2 14'-45'-9""2
14'-4"4 13'-8
1'-6"
8"
1'-6" 1'-6" 1'-6"
"2 110'-1"4
110'-2
"2 12'-10
EL. 439.5 EL. 439.5
EL. 439.5
4'-6" "2 15'-7 4'-6" "4
15'-8 "2 16'-5 "4
14'-5
TO BE REMOVED
EXISTING COLUMN
TO BE REMOVED
EXISTING COLUMN
TO BE REMOVED
EXISTING COLUMN
AND SIZE
EXACT LOCATION
SEE REF. DWGS FOR
REMAIN IN PLACE.
MACHINERY TO
EXISTING LIFTGATE
BE REMOVED
EXIST. COLUMN TO
A1
T O B
E R
E M
O V
E D
E X
IS
T
IN
G W
A L L
AS INDICATED IN SPECIFICATION SECTION 02 41 00.
3. TEMPORARY SHORING SHALL BE PROVIDED PRIOR TO STARTING DEMOLITION
J R
S
J L L
R E
M O
V E A
N D S
T O
R E
E X
IS
T
IN
G D
O
M O
L
IT
IO
N A
T E
L E
V
.0
PLAN - ILLINOIS OVERLOOK @ EL. 440.0
MISSOURI OVERLOOK - OPPOSITE HAND
ILLINOIS OVERLOOK - AS SHOWN
NOTE:
IL
L
IN
O
IS
O
V E
R L
O O
K P
L A
N
FACE OF LOCK WALL
FLOW
W P -2
-R -0
M A
Y
S M
H
J A
D
A N
S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IS
S
IP
P I
R
IV
E R
S T L
O U
IS
M
IS
S O
U R I
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A L T
O N
IL
L
IN
O
IS
M A
IN
L
O C
K O
V E
R L
O O
K A
L T
E R
A T
IO
N S
M E
L V
IN
P
R
IC
E L
O C
K S A
N D D
A M
SD104
0 4' 8'2' of Engineers
8"
1'-0"1'-0" 1'-0""4 19'-5 "2
19'-1
39'-3"
4'-0"2'-10"
1'-6"1'-6"
8"
1'-0" 1'-0" 1'-0""4 19'-5 "2
19'-1
39'-3"
1'-6"
1'-6"
4'-0"2'-10"
" = 1'-0"4
1SCALE: 0 4' 8'2'
"4 112'-0
"4 112'-0
D E
M O
L
IT
IO
N A
T E
L E
V .0
3'-4"
3'-4"
S
E E N
O T
E
S
E E N
O T
E
SAW CUT FULL DEPTH
TO BE REMOVED
CONCRETE COLUMNS
TO BE REMOVED
CONCRETE WALL
TO BE REMOVED
CONCRETE WALL
" DEEP SAW CUT2
TO BE REMOVED
CONCRETE BEAM
TO BE REMOVED
CONCRETE BEAM
TO BE REMOVED
CONCRETE BEAM
REMOVE AND STORE
EXISTING ROOF HATCH
COLUMN TO REMAIN
EXIST. CONCRETE
COLUMN TO REMAIN
EXIST. CONCRETE
BEAMS TO REMAIN
EXIST. CONCRETE
TO REMAIN
EXISTING WALL
TO REMAIN
EXISTING WALL
SAW CUT FULL DEPTH
" DEEP SAW CUT2
TO BE REMOVED
CONCRETE COLUMN
TO BE REMOVED
CONCRETE BEAMS
CONCRETE WALL TO BE REMOVED
COLUMN TO REMAIN
EXIST. CONCRETE COLUMN TO REMAIN
EXIST. CONCRETE
BEAMS TO REMAIN
EXIST. CONCRETE
EXIST. WALL TO REMAIN
TO REMAIN
EXIST. WALL
AT HATCHED AREAS
TO BE REMOVED
CONCRETE SLABS
AT HATCHED AREAS
TO BE REMOVED
CONCRETE SLABS
J R
S
J L L
1'-0" 8"
1'-0" 8"
PLAN - ILLINOIS OVERLOOK AT ELEV. 467.0 PLAN - MISSOURI OVERLOOK AT ELEV. 467.0
M
IS
S O
U R I
O V
E R
L O
O K A
N D
IL
L
IN
O
IS
O
V E
R L
O O
K P
L A
N
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
MEMBERS SIZE AND REINFORCEMENT.
2. SEE REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION ON EXISTING
AS INDICATED IN SPECIFICATION SECTION 02 41 00.
4. TEMPORARY SHORING SHALL BE PROVIDED PRIOR TO STARTING DEMOLITION
PERFORMED WITH HAND TOOLS OR OTHER METHODS TO ENSURE LONGITUDINAL
3. DEMOLITION OF EXISTING CONCRETE BEAMS AND SLABS IN THIS AREA SHALL BE
FLOW
FLOW
FACE OF LOCK WALL BELOW
TO BE REMOVED
CONCRETE WALL
WALL BELOW
FACE OF LOCK
SEE ARCH & PLBG
EXIST. ROOF DRAIN
SEE ARCH & PLBG
EXIST. ROOF DRAIN
SEE ARCH & PLBG
EXIST. ROOF DRAIN
SEE ARCH & PLBG
EXIST. ROOF DRAIN
RAISED ROOF CURB
RAISED ROOF CURB
W P -2
-R -0
M A
Y
S M
H
J A
D
A N
S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IS
S
IP
P I
R
IV
E R
S T L
O U
IS
M
IS
S O
U R I
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A L T
O N
IL
L
IN
O
IS
M A
IN
L
O C
K O
V E
R L
O O
K A
L T
E R
A T
IO
N S
M E
L V
IN
P
R
IC
E L
O C
K S A
N D D
A M
SD105
of Engineers
M O
L
IT
IO
N
TOP LOCK WALL 434.5
SERVICE BRIDGE PARAPET
FIN. FL. EL.452.5
FIN. CLG. EL. 461.5
ROOF SLAB EL. 467.0
BRIDGE GIRDER
ELEVATOR
SHAFT
ELEVATOR
SHAFT
BRIDGE PIER BRIDGE PIER
LOCK CHAMBER
27 29
TOP CONC. PARAPET EL.470.5
EL.524.0
TOPDAM PIER D-4
BRIDGE GIRDER
DAM PIER D-3
MACHINE ROOM
MACHINE ROOM
TRUNNION GIRDERTRUNNION GIRDER
MACHINE ROOM MACHINE ROOM
DOWNSTREAM ELEVATION
" = 1'-0"8
1 SCALE: 0 8'4' 16'
AREA OF DEMOLITION
AREA OF DEMOLITION
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
MEMBERS SIZE AND REINFORCEMENT.
2. SEE REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION ON EXISTING
10'-0""2 16'-710'-0" "2
16'-7
REMOVE EXIST. WINDOWS
REMOVE EXIST. WINDOWS
CONCRETE REMOVAL LIMIT
CONCRETE REMOVAL LIMIT
WALL AND PARAPET
REMOVE CONCRETE
WALL AND PARAPET
REMOVE CONCRETE
TO REMAIN
CONCRETE WALL
TO REMAIN
CONCRETE WALL
B2
SEE NOTE 3SEE NOTE 3
FOR REINSTALLATION.
CONCRETE FROM FRAME
AND STORE. REMOVE
REMOVE EXIST. DOOR
FOR REINSTALLATION.
CONCRETE FROM FRAME
AND STORE. REMOVE
REMOVE EXIST. DOOR
J R
S
J L L
MISSOURI OVERLOOK ILLINOIS OVERLOOK
E X
T E
R
IO
R E
L E
V A
T
IO
N S
M
IS
S O
U R I
O V
E R
L O
O K A
N D I L L
IN
O
IS
O
V E
R L
O O
K
REMOVAL.
REINFORCING BARS REMAIN INTACT AND FREE OF DAMAGE AFTER CONCRETE
PERFORMED WITH HAND TOOLS OR OTHER METHODS TO ENSURE LONGITUDINAL
3. DEMOLITION OF EXISTING CONCRETE BEAMS AND SLABS IN THIS AREA SHALL BE
FACE OF LOCK WALL FACE OF LOCK WALL
W P -2
-R -0
M A
Y
S M
H
J A
D
A N
S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IS
S
IP
P I
R
IV
E R
S T L
O U
IS
M
IS
S O
U R I
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A L T
O N
IL
L
IN
O
IS
M A
IN
L
O C
K O
V E
R L
O O
K A
L T
E R
A T
IO
N S
M E
L V
IN
P
R
IC
E L
O C
K S A
N D D
A M
SD106
of Engineers
M O
L
IT
IO
N
LOCK SIDE ELEVATION
" = 1'-0"8
1 SCALE: 0 8'4' 16'
EL.434.5
EL.452.5
EL.469.0
EL.494.0
EL.524.0
ELEVATOR FOYER
FIN. CEILING
FIN. FLOOR
BRIDGE PIER
FIN.CLG.503.0
ELEVATOR
SHAFT
ELEVATOR FOYER
MACHINE ROOM
DAM PIER D-4
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
MEMBERS SIZE AND REINFORCEMENT.
2. SEE REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION ON EXISTING
REMOVED
EXISTING WINDOWS TO BE
B4
EXISTING COLUMN TO BE REMOVED
EXISTING COLUMN TO BE REMOVED
L O
C K S
ID
E E
L E
V A
T
IO
N
J R
S
J L L
MISSOURI OVERLOOK
ILLINOIS OVERLOOK SIMILAR
MISSOURI OVERLOOK SHOWN
NOTE:
DEMOLITION LIMITS
SEE SD101 THRU SD104 FOR
BACK FROM FACE OF LOCK WALL
TO BE REMOVED AND SHIFTED
AND ILLINOIS OVERLOOK
FACE OF MISSOURI OVERLOOK
M
IS
S O
U R I
O V
E R
L O
O K
FLOW
W P -2
-R -0
M A
Y
S M
H
J A
D
A N
S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IS
S
IP
P I
R
IV
E R
S T L
O U
IS
M
IS
S O
U R I
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A L T
O N
IL
L
IN
O
IS
M A
IN
L
O C
K O
V E
R L
O O
K A
L T
E R
A T
IO
N S
M E
L V
IN
P
R
IC
E L
O C
K S A
N D D
A M
SD107
0 4' 8'2' of Engineers
8"
8"
1'-0"
"1
8"
8"
1'-0"
8"
1'-0"
" 8
" 1
8"
1'-0"
39'-3"
0 4' 8'2'
FLOOR OPENING
CABLE TRAY
IN FLOOR
EXIST. PIPE SLEEVES
FLOOR OPENING
CABLE TRAY
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
MEMBERS SIZE AND REINFORCEMENT.
2. SEE REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION ON EXISTING
J L L
J L L
39'-3"
1'-0"
1'-6"
1'-6""4 111'-61'-6""2
18'-71'-6" 2'-9"
"4 32'-101'-6""4
111'-61'-6""2 18'-71'-6""4
18'-8
"4 18'-8
1'-6"
1'-0"
8" 1'-6"
1'-0"
"4 18'-8 1'-6""2
18'-71'-6" 2'-9"1'-6""4 111'-6
8"
1'-0"
1'-6" 1'-6""2 18'-71'-6""4
18'-8 2'-9"1'-6""4 111'-6
SHEET SD101
LIMIT SEE
DEMOLITION
CONCRETE
SLEEVE
EXIST. PIPE
THE EXPENSE OF THE CONTRACTOR.
FROM DAMAGE DURING DEMOLITION AND ANY DAMAGE SHALL BE REPAIRED AT
THE RAIL REMAINING IN PLACE DURING DEMOLITION. HOIST SHALL BE PROTECTED
3. HOIST SHALL BE MOVED OUTSIDE OF THE DEMOLITION LIMITS AND REMAIN ON
4. FOR HOIST POWER DEMOLITION SEE ELECTRICAL DRAWINGS.
C E
X
IS
T
IN
G H
O
IS
T M
O N
O R
A
IL
L S
T A
.8
S T
A
.0
S T
A
.1
D O
W N
S T
R E
A M
C E
X
IS
T
IN
G H
O
IS
T M
O N
O R
A
IL
L C E
X
IS
T
IN
G H
O
IS
T M
O N
O R
A
IL
L
C E
X
IS
T
IN
G H
O
IS
T M
O N
O R
A
IL
L C E
X
IS
T
IN
G H
O
IS
T M
O N
O R
A
IL
L C E
X
IS
T
IN
G H
O
IS
T M
O N
O R
A
IL
L
D O
W N
S T
R E
A M
D O
W N
S T
R E
A M
D O
W N
S T
R E
A M
S T
A
.1
D O
W N
S T
R E
A M
S T
A
.0
D O
W N
S T
R E
A M
S T
A
.8
DURING DEMO (TYP)
IN THIS SPAN
STORE HOIST
DURING DEMO (TYP)
IN THIS SPAN
STORE HOIST
SHEET SD101
LIMIT SEE
DEMOLITION
CONCRETE
DEMOLITION LIMIT
HOIST MONORAIL
DEMOLITION LIMIT
HOIST MONORAIL
DEMOLITION LIMIT
HOIST MONORAIL
H O
IS
T M
O N
O R
A
IL
D
E M
O L
IT
IO
N P
L A
N S
DEMOLITION LIMIT
HOIST MONORAIL
DEMOLITION LIMIT
HOIST MONORAIL
DEMOLITION LIMIT
HOIST MONORAIL
PLAN - ILLINOIS OVERLOOK AT ELEV. 452.5 PLAN - MISSOURI OVERLOOK AT ELEV. 451.0
M
IS
S O
U R I
O V
E R
L O
O K A
N D
IL
L
IN
O
IS
O
V E
R L
O O
K
FLOW
FLOW
WALL BELOW
FACE OF LOCK
WALL BELOW
FACE OF LOCK
W P -2
-R -0
M A
Y
S M
H
J A
D
A N
S I
D
E2
SD201
SD201
G2
SD201
C2
SD201
A2
C2
SD201
A2
SD201
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IS
S
IP
P I
R
IV
E R
S T L
O U
IS
M
IS
S O
U R I
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A L T
O N
IL
L
IN
O
IS
M A
IN
L
O C
K O
V E
R L
O O
K A
L T
E R
A T
IO
N S
M E
L V
IN
P
R
IC
E L
O C
K S A
N D D
A M
SD201
0 4' 8'2' of Engineers
US Army Corps
" = 1'-0"4
1SCALE:
0 4' 8'2'" = 1'-0"4
1SCALE:
SECTION
SECTION
J L L
J L L
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
MEMBERS SIZE AND REINFORCEMENT.
2. SEE REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION ON EXISTING
THE EXPENSE OF THE CONTRACTOR.
FROM DAMAGE DURING DEMOLITION AND ANY DAMAGE SHALL BE REPAIRED AT
THE RAIL REMAINING IN PLACE DURING DEMOLITION. HOIST SHALL BE PROTECTED
3. HOIST SHALL BE MOVED OUTSIDE OF THE DEMOLITION LIMITS AND REMAIN ON
4. FOR HOIST POWER DEMOLITION SEE ELECTRICAL DRAWINGS.
SECTION
SECTION
" = 1'-0"4
3SCALE:
" = 1'-0"4
3SCALE:
2'0 1' 4'
2'0 1' 4'
4'-5"
5'-3" 11'-3""2 19'-6"2
113'-11
40'-0"
2"
4'-5"
5'-3" 11'-3""2 19'-6"2
113'-11
40'-0"
2"
STORE
TO REMOVE AND
HOIST MONORAIL
OF CONCRETE FLOOR BEAM
CUT MONORAIL BEAM AT C
OF CONCRETE FLOOR BEAM
CUT MONORAIL BEAM AT CL
L
TO REMAIN IN PLACE
HOIST MONORAIL
SPLICE PLATE AND STORE
"x9"x1'-0"8
3REMOVE
STORE
REMOVE AND
WHEEL STOP
EACH SIDE
" SPLICE PLATE8
EACH SIDE
WHEEL STOP
EACH SIDE
WHEEL STOP
EACH SIDE
WHEEL STOP
EACH SIDE
" SPLICE PLATE8
EACH SIDE
WHEEL STOP
FLOOR BEAM
AT C OF CONCRETE
CUT MONORAIL BEAM
L
H O
IS
T M
O N
O R
A
IL
D
E M
O L
IT
IO
N S
E C
T
IO
N S
WORK IS FINISHED.
A2/SR205 AFTER CONCRETE
BEAM. REPLACE PER SECTION
DURING DEMOLITION TO SUPPORT
TO REMAIN IN PLACE 2
1L8x6x
1REMOVE L8x6x
1REMOVE L8x6x
STORE
TO REMOVE AND
HOIST MONORAIL
M
IS
S O
U R I
O V
E R
L O
O K A
N D
IL
L
IN
O
IS
O
V E
R L
O O
K
TO REMAIN IN PLACE
HOIST MONORAIL
STORE
TO REMOVE AND
HOIST MONORAIL
W P -2
-R -0
M A
Y
S M
H
J A
D
A N
S I
D
G2
SD107
E2
SD107
C2
SD107
A2
SD107
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IS
S
IP
P I
R
IV
E R
S T L
O U
IS
M
IS
S O
U R I
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A L T
O N
IL
L
IN
O
IS
M A
IN
L
O C
K O
V E
R L
O O
K A
L T
E R
A T
IO
N S
M E
L V
IN
P
R
IC
E L
O C
K S A
N D D
A M
SR101
0 4' 8'2' of Engineers
8"
8"
1'-0"
6"
39'-3"
(T
Y P P
L A
C E
S
6"
" 1
(T
Y P P
L A
C E
S
8"
1'-0"
38'-7"
0 4' 8'2'" = 1'-0"4
1SCALE:
F G
F G
F G
F G
FG7 FG8 FG9FG6
F G
C1 C2 C3
NEW CIP BEAM NEW CIP BEAM NEW CIP BEAM
NEW CIP BEAM
NEW CIP BEAM
38'-7"
NEW CIP BEAM
NEW CIP BEAM
NEW CIP BEAM
NEW CIP BEAM
EXIST. WALL
C5 C6 C7 C8
F G
F G
F G
F G
F G
FG15 FG16 FG17 FG18
GENERAL SHEET NOTES
B6A1
C4
R E
C O
N S
T R
U C
T
IO
N A
T E
L E
V .0 A
N D
.5
FS1B FS2B FS3B FS4B
F S
A
F S
A
F S
A
F S
A
FS5B
F S
A
FS6B
F S
A
FS7B
F S
A
FS8B
F S
A
SEE B8/SR201
FLOOR OPENING
CABLE TRAY
SEE B8/SR201
FLOOR OPENING
CABLE TRAY
J R
S
J L L
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
2. FOR SIZES AND REQUIRED DESIGN LOADS FOR NEW PRECAST COLUMNS,
SEE SHEET SR204.
3. FOR NEW CIP WALL AND PARAPET REINFORCING SEE SHEETS SR201 AND SR202.
1'-6"
1'-0"
1'-6""4 111'-61'-6""2
18'-71'-6""4 18'-8 2'-9"
8" 1'-6" 1'-6""2 18'-71'-6""4
18'-8 2'-9"1'-6""4 111'-6
1'-0"SEE DET D8/SR201
NEW 8" CIP WALL
SEE DET D8/SR201
NEW 8" CIP WALL
SEE DET D8/SR201
NEW 8" CIP WALL
SEE DET D8/SR201
NEW 8" CIP WALL
PLAN - ILLINOIS OVERLOOK AT ELEV. 452.5 PLAN - MISSOURI OVERLOOK AT ELEV. 451.0
M
IS
S O
U R I
O V
E R
L O
O K A
N D
IL
L
IN
O
IS
O
V E
R L
O O
K
COLUMN
NEW PRE-CAST
COLUMN
NEW PRE-CAST
COLUMN
NEW PRE-CAST
COLUMN
NEW PRE-CAST
WALL BELOW
FACE OF LOCK
COLUMN
NEW PRE-CAST
COLUMN
NEW PRE-CAST
COLUMN
NEW PRE-CAST
COLUMN
NEW PRE-CAST
WALL BELOW
FACE OF LOCK
FLOW
FLOW
C3
C8
4. FOR BEAM OR SLAB SIZE AND REINFORCING SEE SCHEDULES ON SHEET SR204.
SEE DET F7/SR202
TO NEW WALL
EXIST. PIER
SEE DET F7/SR202
TO NEW WALL
EXIST. WALL
SEE DET F7/SR202
TO NEW WALL
EXIST. PIER
DET F7/SR202
NEW WALL SEE
EXIST. WALL TO
SEE ARCH & PLBG
FOR ROOF DRAIN
NEW PIPE SLEEVE
SEE ARCH & PLBG
FOR ROOF DRAIN
NEW PIPE SLEEVE
W P -2
-R -0
M A
Y
S M
H
J A
D
A N
S I
D
A1
SR102
A7
SR102
A1
SR203
C1
SR201
A1
SR202
G1
SR202
C1
SR203
E1
SR203
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IS
S
IP
P I
R
IV
E R
S T L
O U
IS
M
IS
S O
U R I
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A L T
O N
IL
L
IN
O
IS
M A
IN
L
O C
K O
V E
R L
O O
K A
L T
E R
A T
IO
N S
M E
L V
IN
P
R
IC
E L
O C
K S A
N D D
A M
SR1020 4' 8'2'
of Engineers
EL. 470.5
EL. 467.0
EL. 459.63
EL. 452.5
EL. 454.0
EL. 444.0
EL. 439.5EL. 439.5
EL. 470.5
EL. 467.0
EL. 459.63
EL. 454.0
EL. 452.35
EL. 449.0
EL. 451.0
EL. 444.0
EL. 439.5 EL. 439.5
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
T/LOCK WALL EL. 434.5
8"
1'-0"10'-0"
11'-10"
"2 135'-0
12'-1"
"2 15'-7 "2
15'-7
T/LOCK WALL EL. 434.5
8"
1'-0" 10'-0"
12'-10"
"2 135'-0
2'-10" 3'-6" 2'-4"
SECTION SECTION
10'-0"
11'-10"
10'-0"
11'-10"
12'-1"
M
IS
S O
U R I
O V
E R
L O
O K A
N D
R E
C O
N S
T R
U C
T
IO
N S
E C
T
IO
N S
BLOCKOUT
4"x8" VENTILATION SLOT
ON SR202
SECTS C8 AND E8
FLOOR SLAB SEE
NEW CIP RAISED
" 6
J R
S
J L L
2. FOR SIZES AND REQUIRED DESIGN LOADS FOR NEW PRECAST COLUMNS,
SEE SHEET SR204.
3. FOR NEW CIP WALL AND PARAPET REINFORCING SEE SHEETS SR201 AND SR202.
FG6
FS1
FG2
RS1
RG7RG2 RG16 RG12
RS1
FG15
FG11
FS5
SEE DET D8/SR201
NEW CIP WALL
SEE DET D8/SR201
NEW CIP WALL AND PARAPET
SEE DET D8/SR201
NEW CIP WALL AND PARAPET
SEE DET D8/SR201
NEW CIP WALL
IL
L
IN
O
IS
O
V E
R L
O O
K
FACE OF LOCK WALL FACE OF LOCK WALL
4. FOR BEAM OR SLAB SIZE AND REINFORCING SEE SCHEDULES ON SHEET SR204.
NEW PRE-CAST COLUMN C10
NEW PRE-CAST COLUMN C14
NEW PRE-CAST COLUMN C2
NEW PRE-CAST COLUMN C6
W P -2
-R -0
M A
Y
S M
H
J A
D
A N
S I
D
A1
SR101
SR101
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IS
S
IP
P I
R
IV
E R
S T L
O U
IS
M
IS
S O
U R I
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A L T
O N
IL
L
IN
O
IS
M A
IN
L
O C
K O
V E
R L
O O
K A
L T
E R
A T
IO
N S
M E
L V
IN
P
R
IC
E L
O C
K S A
N D D
A M
SR103
0 4' 8'2' of Engineers
US Army Corps
" = 1'-0"4
1SCALE:
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
8" 8"
2'-2" 1'-6"1'-6" 1'-6""4 18'-8 "2
18'-7 "4 111'-6
9"2
14'-37'-6""4 31'-9"2
19'-11'-0""2 19'-1
4'-8"8'-1""2 12'-08'-1""2
12'-08'-1"2'-6"
35'-6"
EL. 439.5
1'-6" 1'-6"
4'-8"8'-1""2 12'-08'-1""2
12'-07'-11"2'-0"
1'-6" 1'-6"
"4 16'-6"2
14'-45'-9""2 14'-45'-9""2
14'-4"4 13'-8
1'-6"
8"
1'-6" 1'-6" 1'-6"
"2 110'-1"4
110'-2
"2 12'-10
NEW PRE-CAST COLUMN (TYP.)
EL. 439.5 EL. 439.5
EL. 439.5
"4 14'-5"2
16'-5"4 15'-84'-6""2
15'-74'-6"
"4 113'-9
EXIST. LIFT GATE MACHINERY TO REMAIN
A1
J R
S
J L L
2. FOR SIZES AND REQUIRED DESIGN LOADS FOR NEW PRECAST COLUMNS,
SEE SHEET SR204.
3. FOR NEW CIP WALL AND PARAPET REINFORCING SEE SHEETS SR201 AND SR202.
R E
C O
N S
T R
U C
T
IO
N A
T E
L E
V
.0
SEE DET A8/SR202
NEW CIP WALL
MISSOURI OVERLOOK - OPPOSITE HAND
ILLINOIS OVERLOOK - AS SHOWN
NOTE:
PLAN - ILLINOIS OVERLOOK @ EL. 440.0
IL
L
IN
O
IS
O
V E
R L
O O
K P
L A
N
SEE DET F7/SR202
TO NEW WALL
EXIST. WALL
FACE OF LOCK WALL
FLOW
W P -2
-R -0
M A
Y
S M
H
J A
D
A N
S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IS
S
IP
P I
R
IV
E R
S T L
O U
IS
M
IS
S O
U R I
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A L T
O N
IL
L
IN
O
IS
M A
IN
L
O C
K O
V E
R L
O O
K A
L T
E R
A T
IO
N S
M E
L V
IN
P
R
IC
E L
O C
K S A
N D D
A M
SR104
0 4' 8'2' of Engineers
8"
1'-0"1'-0" 1'-0""4 19'-5 "2
19'-1
39'-3"
4'-0"2'-10"
1'-6"
38'-7"
1'-6"
4'-0"2'-10"
" = 1'-0"4
1SCALE:
"4 112'-0
R E
C O
N S
T R
U C
T
IO
N A
T E
L E
V .0
8"1'-0" 3'-4"
NEW CIP BEAM NEW CIP BEAM
NEW CIP BEAM
N E
W C
IP
B
E A
M
AND PARAPET
EXIST. WALL
38'-7"
C9
R G
R G
R G
RG6
A1
NEW CIP BEAM
NEW CIP BEAM NEW CIP BEAM
NEW CIP BEAM
AND PARAPET
EXISTING WALL
39'-3"
R G
R G
R G
R G
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
A6
R G
R G
RG7 RG8 RG9 RG10C11
C13 C15
R G
RG16 RG17 RG18 RG19
RS1B
R S
A
RS2B
R S
A
RS3B
R S
A
RS4B
R S
A
RS4B
R S
A
RS3B
R S
A
RS2B
R S
A
RS1B
R S
A
J R
S
J L L
2. FOR SIZES AND REQUIRED DESIGN LOADS FOR NEW PRECAST COLUMNS,
SEE SHEET SR204.
SEE ARCHITECTURAL DWGS
INSTALL NEW ROOF HATCH
3. FOR NEW CIP WALL AND PARAPET REINFORCING SEE SHEETS SR201 AND SR202.
1'-0" "4 19'-5 1'-0" "2
19'-1 1'-0" "4 112'-0 1'-0" 3'-4" 8"
8"
SEE DET D8/SR201
NEW CIP WALL AND PARAPET
PLAN - ILLINOIS OVERLOOK AT ELEV. 467.0 PLAN - MISSOURI OVERLOOK AT ELEV. 467.0
M
IS
S O
U R I
O V
E R
L O
O K A
N D
IL
L
IN
O
IS
O
V E
R L
O O
K
D E
T C
/S
R
S
E E
L x x
N E
W E
M B
1/4
G
1/4
G
1/4
G
FLOW
FLOW
COLUMN
NEW PRE-CAST
COLUMN
NEW PRE-CAST
COLUMN
NEW PRE-CAST
COLUMN
NEW PRE-CAST
D8/SR201
PARAPET SEE DET
NEW CIP WALL AND
FACE OF LOCK WALL BELOW
COLUMN
NEW PRE-CAST
D8/SR201
PARAPET SEE DET
NEW CIP WALL AND
COLUMN
NEW PRE-CAST
COLUMN
NEW PRE-CAST
COLUMN
NEW PRE-CAST
FACE OF LOCK WALL BELOW
C10
C14 C16
C12
RG17
RG8
4. FOR BEAM OR SLAB SIZE AND REINFORCING SEE SCHEDULES ON SHEET SR204.
SEE DET F7/SR202
TO NEW WALL
EXIST. PIER
SEE DET F7/SR202
TO NEW WALL
EXIST. WALL
SEE DET F7/SR202
TO NEW WALL
EXIST. PIER
DET F7/SR202
NEW WALL SEE
EXIST. WALL TO
SEE ARCH
EXIST. ROOF DRAIN
SEE ARCH & PLBG
NEW ROOF DRAIN
SEE ARCH & PLBG
NEW ROOF DRAIN SEE ARCH
EXIST. ROOF DRAIN
W P -2
-R -0
M A
Y
S M
H
J A
D
A N
S I
D
A1
SR105
A7
SR105
G1
SR201
G1
SR201
E1
SR201
E1
SR201
C1
SR202
C1
SR202
E1
SR202
E1
SR202
G1
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
S
IS
S
IP
P I
R
IV
E R
S T L
O U
IS
M
IS
S O
U R I
S T L
O U
IS
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A L T
O N
IL
L
IN
O
IS
M A
IN
L
O C
K O
V E
R L
O O
K A
L T
E R
A T
IO
N S
M E
L V
IN
P
R
IC
E L
O C
K S A
N D D
A M
SR105
of Engineers
US Army Corps
0 4' 8'2'" = 1'-0"4
1SCALE: 0 4' 8'2'" = 1'-0"4
1SCALE:
1'-0" "4 19'-5"2
19'-13'-0" "4 112'-0 1'-0"1'-0"1'-0"
38'-7"
EL. 470.5
EL. 467.0
EL. 459.63
EL. 454.0
EL. 452.5
EL. 449.0
1'-0"
10"8"
1'-6"
"4 111'-6 "2
18'-7 "4 18'-81'-6"1'-6" 1'-6"
1'-0"
2'-9"
1'-0"1'-0"1'-0"1'-0" 3'-0""4 112'-0"2
19'-1"4 19'-5
8"
38'-7"
EL. 470.5
EL. 467.0
EL. 459.63
EL. 454.0
EL. 451.0
EL. 449.0
EL. 452.35
SECTION SECTION
"4 18'-8 1'-6" "2
18'-7 1'-6" "4 111'-6
1'-6"
10"
1'-0"
8"
2'-9"
NEW WINDOW OPENING
1'-0" 1'-0"
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001
R E
C O
N S
T R
U C
T
IO
N S
E C
T
IO
N S
TOP OF LOCK WALL EL. 434.5 TOP OF LOCK WALL EL. 434.5
J R
S
J L L
2. FOR SIZES AND REQUIRED DESIGN LOADS FOR NEW PRECAST COLUMNS,
SEE SHEET SR204.
RG1
RG2
RG3RG4
RG5
RG9 RG8 RG7RG10
RS2 RS1RS3RS4
RG11
RG12
RG16
RS1 RS2
RG13RG17
RS3 RS4
RG19RG14RG18
RG15
SECTS C8 AND E8 ON SR202
NEW RAISED FLOOR SLAB SEE
1'-6"
FG5
FS4
FG9 FG4 FG8
FS3
FG3 FG7
FS2 FS1
FG1
FG2
FG6
FG14
FS8FS7
FG13FG17 FG18
FS6
FG12FG16
FG11
FG15
FS5
FG10
3. FOR NEW CIP WALL AND PARAPET REINFORCING SEE SHEETS SR201 AND SR202.
NEW CIP WALL
SEE DET D8/SR201
NEW CIP WALL AND PARAPET
SEE DET D8/SR201
NEW CIP WALL
SEE DET D8/SR201
NEW CIP WALL AND PARAPET
SEE DET D8/SR201
NEW CIP WALL
M
IS
S O
U R I
O V
E R
L O
O K A
N D
IL
L
IN
O
IS
O
V E
R L
O O
K
FLOWFLOW
4. FOR BEAM OR SLAB SIZE AND REINFORCING SEE SCHEDULES ON SHEET SR204.
NEW PRECAST COLUMN C12 NEW PRECAST COLUMN C11 NEW PRECAST COLUMN C10 NEW PRECAST COLUMN C9
NEW PRECAST COLUMN C4 NEW PRECAST COLUMN C3 NEW PRECAST COLUMN C2
NEW PRECAST COLUMN C1 NEW PRECAST COLUMN C5
NEW PRECAST COLUMN C6 NEW PRECAST COLUMN C7…
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