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LOCATION MAP
OF WORK
LOCATION
NORTH
PLAN
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I L
E
N
A M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
C T
N
U M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
P S
O
F
E
N G
I N
E E
R S
D I S
T R
I C
T
SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
G-001
D E
L A
W A
R E
I V
E R
P H
I L
A D
E L
P H
I A
P
A
T
O
T
R E
N T
O N
N
J
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
F A
I R
L E
R
N I N
G
B
A S
I N
C O
V E
R
S
H E
E T
F N
J
N
I F
B
W
B
U
B
P H
I L A
D E
L P
H I A
PHILADELPHIA
FAIRLESS TURNING BASIN
MAINTENANCE DREDGING
PHILADELPHIA, PA TO TRENTON, NJ
DELAWARE RIVER
10 JUN 2019
IFB W912BU-19-B-0011
SCALE IN MILES
VICINITY MAP
LOCATION
OF PROJECT
5012.5 25 100
NORTH
PLAN
SCALE IN MILES
1.25 .5 2
DRAWING INDEX
SHEET NUMBER DESCRIPTION
GENERAL
G-001 COVER SHEET
CIVIL
C-001 GENERAL INFORMATION SHEET
C-101 GENERAL PLAN
C-102 PLAN - FAIRLESS TURNING BASIN GEOMETRY
C-103 PLAN - FAIRLESS TURNING BASIN
C-301 FAIRLESS TURNING BASIN SECTIONS
C-401 PLAN - MONEY ISLAND DISPOSAL AREA
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
RHODE
AutoCAD SHX Text Providence
AutoCAD SHX Text Albany
AutoCAD SHX Text
JERSEY
AutoCAD SHX Text
NEW
AutoCAD SHX Text Philadelphia
AutoCAD SHX Text
LONG ISLAND
AutoCAD SHX Text New York
AutoCAD SHX Text
LONG ISLAND SOUND
AutoCAD SHX Text Hartford
AutoCAD SHX Text
DELAWARE
AutoCAD SHX Text
LAKE
AutoCAD SHX Text Erie
AutoCAD SHX Text Roanoke
AutoCAD SHX Text
VIRGINIA
AutoCAD SHX Text
WEST
AutoCAD SHX Text Richmond
AutoCAD SHX Text
NEW YORK
AutoCAD SHX Text Atlantic City
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CONNECTICUT
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MASS.
AutoCAD SHX Text Ocean City
AutoCAD SHX Text Washington
AutoCAD SHX Text
CHESAPEAKE
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BAY
AutoCAD SHX Text Norfolk
AutoCAD SHX Text
BAY
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DELAWARE
AutoCAD SHX Text A T L A N T I C O C E A N
AutoCAD SHX Text Baltimore
AutoCAD SHX Text Buffalo
AutoCAD SHX Text
PENNSYLVANIA
AutoCAD SHX Text Harrisburg
AutoCAD SHX Text Pittsburgh
AutoCAD SHX Text
ERIE
AutoCAD SHX Text
CANADA
AutoCAD SHX Text
VIRGINIA
AutoCAD SHX Text
MARYLAND
AutoCAD SHX Text Trenton
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Ø
GENERAL NOTES:
1. THE EXISTING SOUNDINGS SHOWN ARE A RESULT OF SURVEYS CONDUCTED IN JANUARY 28, 2019 AND
CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.
2. HORIZONTAL REFERENCE - NAD 83, NEW JERSEY STATE PLANE, ZONE 2900, US SURVEY FEET.
3. VERTICAL REFERENCE - ALL DEPTHS SPECIFIED FOR DREDGING ARE REFERENCED TO MEAN LOWER LOW
WATER (MLLW). SEE DATA REFERENCE ON THIS SHEET.
4. NOAA'S TIDAL EPOCH - 1983-2001.
5. SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO MEAN LOWER LOW WATER (MLLW).
6. HYPACK, INC. SOFTWARE WAS USED TO PERFORM THE SOUNDING SELECTION AND CONTOUR
GENERATION.
7. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY
MANUAL EM1110-2-1003, DATED NOVEMBER 30, 2013 FOR NAVIGATION AND DREDGING SUPPORT
SURVEYS.
8. QUESTIONS CONCERNING BOTH HORIZONTAL AND VERTICAL CONTROL SHOULD BE DIRECTED TO
PHILADELPHIA DISTRICT CORPS OF ENGINEERS SURVEY BRANCH POC, STEVE FARRELL, AT (215)
656-6970.
9. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT
BE USED FOR NAVIGATION.
10. FOR CHANNEL CENTERLINE GEOMETRY, SEE THE CONTRACT SPECIFICATIONS.
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
X-1011
VIEW NAME
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
X-101
CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION SYMBOL
(NUMERIC)
AMENDMENT SYMBOL
(ALPHA)
1 a
VIEW TITLE SYMBOL
SECTION CUT SYMBOL
VIEW IDENTIFICATION NUMBER
VIEW NAME
DIRECTION OF VIEW
CALLOUT SYMBOL
CALLOUT AREA VIEW
MATCHLINE SYMBOL
CALLOUT IDENTIFICATION
NUMBER
DETAIL SHEET
REF NUMBER
DRAWING SHEET
MATCHING REFERNECE
NUMBER
DRAWING SHEET SYMBOLS
GRAPHIC BAR SCALE SYMBOLS
SECTION IDENTIFICATION NUMBER
DETAIL SHEET
REF NUMBER
PRIMARY
SCALE
EXTENSION
SCALE
V: X X X X X
X X X X
H: X
SCALE IN FEET/METERS
(TYPICAL BAR SCALE)
SCALE IN FEET/METERS
(HORIZONTAL/VERTICAL BAR SCALE)
PRIMARY
SCALE
EXTENSION
SCALE
X X X XX
ABBREVIATIONS
ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION
AD AREA DRAIN FF FINISHED FLOOR PSI POUNDS PER SQUARE INCH
ADDL ADDITIONAL FIN FINISH PIV POST INDICATOR VALVE
AFF ABOVE FINISHED FLOOR FL FLOOR RAD RADIUS
BD BOARD FM FORCE MAIN REINF REINFORCEMENT
BIT BITUMINOUS FT
FOOT, FEET
REM REMOVABLE
BL\B BASE LINE FTG FOOTING ROW RIGHT OF WAY
BLDG BUILDING G GROUND S SOUTH
BM BEAM GOVT GOVERNMENT SCH SCHEDULE
BMP BEST MANAGEMENT PRACTICE GR GRADE SECT SECTION
BOT BOTTOM HORIZ HORIZONTAL SPEC SPECIFICATION
BVCE BEGINNING OF VERTICAL CURVE ELEVATION HS HIGH STRENGTH SPRT SUPPORT
BVCS BEGINNING OF VERTICAL CURVE STATION HT HEIGHT SQ SQUARE
C CENTERLINE HVY HEAVY SST STAINLESS STEEL
CMU CONCRETE MASONRY UNIT IN INCH STA STATION
CO CLEAN OUT INSUL
INSULATION, INSULATED
STD STANDARD
COL COLUMN IINT INTERIOR STRUCT STRUCTURAL
CONC CONCRETE INV INVERT SUSP SUSPENDED
CONSTR CONSTRUCTION LL LIVE LOAD SYS SYSTEM
CONT CONTINUOUS LP LOW POINT TEMP TEMPORARY
CTRL CONTROL LT LIGHT TD TRENCH DRAIN
CWL CONTRACTOR WORK LIMITS LVC LENGTH OF VERTICAL CURVE TDO TRENCH DRAIN OUTLET PIPE
DET DETAIL JCT JUNCTION TELE TELEPHONE
DGA DENSE GRADED AGGREGATE MATL MATERIAL TOPO TOPOGRAPHY
DIA\ DIAMETER MAX MAXIMUM TYP TYPICAL
DIM DIMENSION MIN MINIMUM UD UNDERDRAIN
DL DEAD LOAD MISC MISCELLANEOUS UDO UNDERDRAIN OUTLET PIPE
DWG DRAWING
(N)
NEW UE UNDERGROUND ELECTRIC
E EAST N NORTH UGND UNDERGROUND
EA EACH NLT NOT LESS THAN UNO UNLESS NOTED OTHERWISE
ECM EROSION CONTROL MAT NTS NOT TO SCALE UOP UNDERDRAIN OUTLET PIPE
EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UXO UNEXPLODED ORDINANCE
EL ELEVATION OD OUTSIDE DIAMETER VB VINYL BASE
ELEC ELECTRIC OH OVERHEAD VC VERTICAL CURVE
EOP EDGE OF PAVEMENT OPG OPENING VCT VINYL COMPOSITION TILE
EOS EDGE OF SHOULDER OPP OPPOSITE VOL VOLUME
EQ EQUAL PC POINT OF CURVE VERT VERTICAL
EQUIP EQUIPMENT PD PAVEMENT DRAIN VTR VENT THROUGH ROOF
EXH EXHAUST PI POINT OF INFLECTION W/ WITH
EXIST\(E)
EXISTING PI POINT OF INFLECTION W WEST
EXP
EXPANSION, EXPOSED
PIV POINT OF VERTICAL INFLECTION WL WATER LEVEL
EXP JT EXPANSION JOINT POT POINT OF TANGENT WS WATER SURFACE
EXT EXTERIOR PMP PROBABLE MAXIMUM PRECIPITATION W/O WITHOUT
FIG FIGURE SINGLE PNL PANEL
FDTN FOUNDATION PSF POUNDS PER SQUARE FOOT
L
L
DIRECTION OF
MAGNETIC NORTH
NNORTH
PLAN
MAGNETIC
NORTH
PLAN
NORTH
NORTH SYMBOLS
MLLW
ELEV. 0.00 (NAVD 88)
DELAWARE RIVER DATUM REFERENCE
PENN RANGE & NEWBOLD RANGE
STA. 119+400.85 TO STA.124+667
N.T.S.
DREDGING LEGEND
CHANNEL CENTERLINE
DD/MMM/YYYY DD/MMM/YYYY
APPROXIMATE BORDERS OF GOVERNMENT
OWNED DISPOSAL AREAS TO BE USED IN
CONTRACT
APPROXIMATE LOCATION OF
WORK
DATE OF SURVEYS
REQUIRED DREDGING
ALLOWABLE OVERDEPTH
COORDINATE - NORTHING AND EASTING
A.S. #1
ACCEPTANCE SECTION
86.77
SPOT ELEVATION
EXISTING INCLINOMETER
EXISTING HORIZONTAL CONTROL POINT/BENCHMARK
EXISTING BOTTOM
EXISTING PIEZOMETER
EXISTING SLUICE
39.5
SOUNDING (FEET)
EEF-3
CROSS SECTION LEGEND
VEGETATION
EXISTING FENCE
EXISTING GUARDRAIL
RAILROAD TRACKS
EXISTING LIGHT POLE
SWAMP
TREE
EXISTING UTILITY POLE
WATER LINE
MSL
D
2 3
C
4 5
A
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1 2 3 4 5
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C-101
PHILADELPHIA
NORTH
PLAN
GENERAL PLAN - FAIRLESS TURNING BASIN
GENERAL PLAN - FAIRLESS TURNING BASIN
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. AVAILABLE DISPOSAL AREA IS MONEY ISLAND - CELL A EAST. SEE SHEET C-401 FOR DETAILS.
NOTES:
AutoCAD SHX Text 1000'
AutoCAD SHX Text 1000'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
500'
420,500
422,000
421,500
E 420,583.52
N 474,596.44
N 474,618.45
E 420,576.58
N 475,143.18
E 420,661.85
N 475,221.40
E 420,909.76
N 474,768.63
E 421,052.60
N 474,509.39
E 420,610.98
N 474,921.80
E 421,614.81
N 475,309.34
E 421,188.50
E 421,059.55
N 474,659.58
E 421,087.01
E 421,779.16
N 474,399.11
E 421,642.36
N 474,834.16
N 474,746.62
P E
N
G E
N 474,458.46
E 421,150.46
D E
L A
W A
V
E R
420,000
N E
W B
O
N
G E
420,500
.1
FAIRLESS TURNING BASIN
CENTERLINE
N 474,251.40
E 421,215.79
DELAWARE RIVER CHANNEL
CENTERLINE
N 474,939.77
E 421,595.05
FEDERAL CHANNEL LIMIT
OF TURNING BASIN
.0
LIMIT OF TURNING BASIN
EXISTING BULKHEAD
LIMIT OF TURNING BASIN
D
E
L
A
W
A
V
E
R
EXISTING BULKHEAD
A
S
C H
A N
N E
L L
IM
IT
S
420,000
421,000
421,500
422,000
421,000
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
-I F
B
W
B
U
B
N
C
A
N F
B
O
M E
T R
Y d w g
P L
A I R
L E
R
N I N
G
B
A S
O
M E
T R
Y
F A
I R
L E
R
N I N
G
B
A S
I N
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P H
I L
A D
E L
P H
I A
P
A
T
O
T
R E
N T
O N
N
J
D E
L A
W A
R E
R
I V
E R
C-102
PHILADELPHIA
NORTH
PLAN
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR MONEY ISLAND DISPOSAL AREA.
3. SEE SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEET.
100'100' 050'
SCALE IN FEET
PLAN - FAIRLESS TURNING BASIN GEOMETRY
421,000
421,500
422,000
D E
L A
W A
V
E R
420,000
420,500
420,000
420,500
421,000
421,500
422,000
P E
N
G E
N E
W
B O
N
G E
A
S
R
V
E
Y
EXISTING BULKHEAD
C H
A N
N E
L L
IM
IT
S
LIMIT OF TURNING BASIN
C-301
C-301
C-301
FEDERAL CHANNEL LIMIT
OF TURNING BASIN
LIMIT OF TURNING BASIN
FAIRLESS TURNING BASIN
CENTERLINE
DELAWARE RIVER CHANNEL
CENTERLINE
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
-I F
B
W
B
U
B
N
C
A
N
F
A I R
L E
R
N I N
G
B
A S
I N d w g
P L
A I R
L E
R
N I N
G
B
A S
I N
F A
I R
L E
R
N I N
G
B
A S
I N
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P H
I L
A D
E L
P H
I A
P
A
T
O
T
R E
N T
O N
N
J
D E
L A
W A
R E
R
I V
E R
C-103
PHILADELPHIA
NORTH
PLAN
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR MONEY ISLAND DISPOSAL AREA.
3. SOUNDINGS HAVE BEEN PLOTTED USING A MINIMUM DEPTH WITHIN A 30x30 CELL, SHIFTED TO THE CELL'S CENTER.
PLAN - FAIRLESS TURNING BASIN
PLAN - FAIRLESS TURNING BASIN
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AutoCAD…
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