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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
G-001
2018/04/25
2018/04/25 of Engineers
US Army Corps
®of Engineers
US Army Corps
U .S
A R
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P S O
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PROJECT
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GENERAL
INDEX OF DRAWINGS
TITLESHT
G-001
X-105
COVER SHEET
G-002 GENERAL ABBREVIATIONS, SYMBOLS LEGEND, AND NOTES
C-101
C-102
C-103
C-104
CIVIL
GENERAL SITE PLAN
DISPOSAL AREA PLAN
GRADING PLAN - PIER EROSION REPAIR
GRADING PLAN - STRUCTURE EXCAVATION
S-101
S-102
S-103
S-301
STRUCTURAL
CROSS SECTIONS AT STATIONS 0+50 AND 0+80
S-302 CROSS SECTIONS AT STATIONS 1+00 AND 1+19
S-303 CROSS SECTIONS AT STATIONS 1+27 AND 1+30
S-304 CROSS SECTIONS AT STATIONS 1+50 AND 1+60
S-305
X-101
X-102
X-103
X-104
RESOURCE
LONGITUDINAL SECTIONS
HYDROGRAPH - LOCK AND DAM GAGES - 2007-2016
HYDROGRAPH - VENEDY STATION AND RED BUD - 2007-2016
HYDROGRAPH - CHESTER GAGE - 2007-2016
RS101
RS102
RS103
REFERENCE DRAWING - GENERAL PLAN
REFERENCE DRAWING - WEST WING WALL DETAILS
HYDROGRAPH - VENEDY STATION AND CARLYLE GAGE - AVERAGE ANNUAL
RS104
HYDROGRAPHS
PLAN - STRUCTURE POUR TO ELEVATION 335.0
PLAN - STRUCTURE POUR TO ELEVATION 337.0
PLAN - STRUCTURE POUR TO ELEVATION 339.0
REFERENCE DRAWING - DAM MASONRY - PLAN, ELEVATION, AND SECTIONS
REFERENCE DRAWING - KASKASKIA SCOUR SURVEY - AERIAL IMAGERY
HYDROGRAPH - CHESTER GAGE - AVERAGE ANNUAL
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2018/04/25
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DRAWING/DETAIL LOCATION DESIGNATION
DRAWING/DETAIL TITLE
DRAWING NAME
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DRAWING/DETAIL LIMITS
DETAIL DESIGNATION
DESIGNATION
SECTION/DETAIL LOCATION DESIGNATION
SECTION/DETAIL
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EXTERIOR ELEVATION
BREAK LINE, MATERIAL
TO CONTINUE
REVISION CLOUD
REVISION DESIGNATION
ELEVATION/DETAIL LOCATION DESIGNATION
DETAIL LOCATION DESIGNATION
SIMILAR, OR OPPOSITE HAND
SCALE
SHEET NUMBER DESIGNATION WHERE
X-XXX
NOT USED ON SHEET
SHOWN
SHEET NUMBER DESIGNATION WHERE (DRAWN)
SHOWN
SHEET NUMBER DESIGNATION WHERE (DRAWN)
FIRST REFERENCED
SHEET NUMBER DESIGNATION WHERE
GENERAL SYMBOLS
KEYNOTE
KEYNOTE
NORTH ARROW
INDICATES TRUE NORTH
N
ABBREVIATIONS
LINETYPE DESCRIPTION
CONSTRUCTION LIMITS
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
CIVIL LEGEND
GENERAL SHEET NOTES
CIVIL SYMBOLS
FILL
CUT
P.I. POINT
AND NUMBER
DWG OUTLINE
SHEET ID X-000
BORROW PITS
XXX
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MANHOLE
DRAIN BASIN
CURB INLET
GRATE INLET
CLEAN OUT
STRUCTURE TYPE
LINE NUMBER
LINE NUMBER
STRUCTURE TYPE
EXISTING NEW DESCRIPTION
CONTROL POINT
CONCRETE
CRUSHED STONE SURFACE
PIPE BOLLARD
RIPRAP BEDDING
POWER POLE
RIPRAP
RIP RAP
WATER MAINWM
WIDTHW
UNDERGROUNDUGND
UNLESS NOTED OTHERWISEUNO
TYPICALTYP
STAINLESS STEELSST
SPECIFICATIONSSPEC
SANITARYSAN
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REINFORCED CONCRETE PIPERCP
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G-002
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4. CONTRACTOR SHALL BE REPONSIBLE FOR CONTACTING ILLINOIS ONE CALL PRIOR
BENCHMARKS.
3. CONTRACTOR SHALL PERIODICALLY VERIFY LOCAL CONTROL AGAINST PROJECT
ZONE, U.S. SURVEY FEET, ALL ELEVATIONS REFER TO NGVD 1929.
2. ALL HORIZONTAL COORDINATES REFER TO NAD 27, ILLINOIS STATE PLANE, WEST
ALL DISCREPANCIES.
CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER’S REPRESENTATIVE OF
COMMENCEMENT OF CONSTRUCTION, AND PREPARATION OF SHOP DRAWINGS.
CONDITIONS SHOWN ON THE PLANS PRIOR TO ORDERING MATERIAL,
1. CONTRACTOR SHALL FIELD VERIFTY ALL DIMENSIONS, EXISTING ELEVATIONS AND
P R
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SEE SHEET C-103
PIER SCOUR REPAIR
VISITOR PARKING
VEHICLES ONLY
PARKING FOR CONTRACTOR
PAVILLION
BATHROOMS
CONSTRUCTION LIMITS
FLOW
KASKASKIA RIVER
CONTRACTOR STAGING AREA
SEE NOTE 1
FLOATING GUIDE WALL
AVAILABLE TO CONTRACTOR
BOAT RAMP ACCESS
TO CONTRACTOR 600' X 40'
MOORING AREA 1 AVAILABLE
OPERATIONS BUILDING
MOORING POSTS (TYP)
SEE SHEET C-104 AND STRUCTURAL SHEETS
UPSTREAM DAM SCOUR REPAIR
SEE NOTE 2
TO CONTRACTOR 1100' X 80'
MOORING AREA 2 AVAILABLE
AREA LIMITS IF APPROVED BY THE CONTRACTING OFFICER
3. A FLOATING PLANT MAY BE TEMPORARILY PLACED OUTSIDE THE MOORING
2. THE CONTRACTOR SHALL NOT IMPEDE OR BLOCK THE NAVIGATION CHANNEL.
BY THE CONTRACTING OFFICER.
1. EXACT LOCATION OF ALL STAGING AND STORAGE AREA SHALL BE APPROVED
GENERAL SHEET NOTES
2018/04/25
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E 564927.18
N 479470.57
E 564834.49
N 479454.63
E 564897.60
N 479087.65
E 564905.79
N 479075.09
E 565006.87
N 479012.24
E 565127.22
N 479168.42
UPSTREAM DAM SCOUR REPAIR
PIER SCOUR REPAIR
E 563878.23
N 480490.26
E 564044.07
N 480229.82
MOORING AREA 1
SEE NOTE 2
MOORING AREA 2
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CONSTRUCTION LIMITS
FLOW
KASKASKIA RIVER
15' ACCESS
15' ACCESS
DISPOSAL AREA (1.7 ACRES)
AREA LIMITS IF APPROVED BY THE CONTRACTING OFFICER.
3. A FLOATING PLANT MAY BE TEMPORARILY PLACED OUTSIDE THE MOORING
2. CONTRACTOR SHALL NOT IMPEDE OR BLOCK THE NAVIGATION CHANNEL.
BY THE CONTRACTING OFFICER.
1. EXACT LOCATION OF ALL STAGING AND STORAGE AREA SHALL BE APPROVED
GENERAL SHEET NOTES
UNLOADING OF MATERIAL.
HAULING. CONTRACTOR SHALL NOT REMOVE ANY TREES FOR HAULING OR
2. CONTRACTOR SHALL UTILIZE EXISTING CLEARED AREAS FOR UNLOADING OR
ELEVATIONS ALONG THE BANK.
REFER TO REFERENCE DRAWING RS103 FOR APPROXIMATE CONTOUR
SHALL BE PERMITTED TO UTILIZE EITHER SITE. FOR PLANNING PURPOSES
1. TWO DISPOSAL UNLOADING AREAS HAVE BEEN DESIGNATED. CONTRACTOR
SHEET KEYNOTES
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U .S
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L Y P .E
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L Y P .E
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A G
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A P
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IL
A P
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A P
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A P
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UNLOADING AREA
UPSTREAM DISPOSAL MATERIAL
UNLOADING AREA
DOWNSTREAM DISPOSAL MATERIAL
J E
R R
Y F
C O
S T
E L L
O L
O C
K A
N D D
A M
J E
R R
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C O
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K A
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A M
J E
R R
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O L
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K A
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File details come from the government source that posted it.