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VICINITY MAP
LOCATION MAP
SCALE IN MILES
1.25 1.25 2.5 5
SCALE IN MILES
25 12.5 25 50 100
OF WORK
VICINITY
OF WORK
LOCATIONS
SUBMITTED:
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
PETER M. TRANCHIK, P.E.
CHIEF, ENGINEERING BRANCH
ANDREW J. SCHWAIGER, P.E.
THIS PROJECT WAS DESIGNED BY THE
PHILADELPHIA DISTRICT OF THE U.S.
ARMY CORPS OF ENGINEERS. THE
INITIALS OR SIGNATURES AND
REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE
SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152.
OPTION 2
US Army Corps of Engineers
DISTRICT
D A
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SHEET NUMBER
B Y
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S U
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M I T
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SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
G-001
D E
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B U
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D E
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IA
PHILADELPHIA
MAINTENANCE DREDGING
PA, NJ, AND DE
DELAWARE RIVER, PHILADELPHIA TO THE SEA
100% 26AUG2019
W912BU-19-B-0021
OPTION 1
DRAWING INDEX
SHEET
NUMBER
DESCRIPTION
GENERAL
G-001
COVER SHEET
CIVIL
C-001
GENERAL INFORMATION SHEET
C-101
GENERAL PLAN - STA. 0+000 TO STA. 176+860
C-102
GENERAL PLAN - STA. 176+860 TO STA. 326+829.53
C-103
GENERAL PLAN - STA. 326+829.53 TO STA 499+279
C-104
OPTION 3 - OBSTRUCTION REMOVAL
C-105
OPTION 1 - GENERAL PLAN - WILMINGTON HARBOR
C-106
OPTION 1 - PLAN - WILMINGTON HARBOR
C-301
OPTION 1 - SECTIONS - WILMINGTON HARBOR
C-401
PLAN - PEDRICKTOWN SOUTH DISPOSAL AREA
C-402
,PLAN - KILLCOHOOK DISPOSAL AREA
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ISLAND
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RHODE
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PROVIDENCE
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ALBANY
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JERSEY
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NEW
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PHILADELPHIA
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ATLANTIC CITY
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CONNECTICUT
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LONG ISLAND
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NEW YORK
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LONG ISLAND SOUND
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HARTFORD
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MASS.
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OCEAN CITY
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WASHINGTON
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CHESAPEAKE BAY
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BAY
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DELAWARE
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NORFOLK
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DELAWARE
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ATLANTIC OCEAN
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BALTIMORE
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BUFFALO
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PENNSYLVANIA
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HARRISBURG
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PITTSBURGH
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LAKE
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ERIE
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ERIE
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CANADA
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ROANOKE
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VIRGINIA
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VIRGINIA
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WEST
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RICHMOND
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MARYLAND
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NEW YORK
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MIDDLETOWN
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NEW JERSEY
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DELWARE RIVER
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DELAWARE
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MARYLAND
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BRIDGE
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C&D CANAL
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REEDY POINT
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SALEM
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NEWARK
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ELKTON
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CITY
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DELAWARE
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JERSEY
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NEW
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CASTLE
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NEW
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DELAWARE
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ELSMERE
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GROVE
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PENNS
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PENNSYLVANIA
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WILMINGTON
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CHESAPEAKE
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CITY BRIDGE
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NORTH
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NORTH
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CHRISTINA RIVER
../PLAN - KILLCOHOOK DISPOSAL AREA
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
EXISTING MAJOR CONTOUR (DISPOSAL AREA)
EXISTING MINOR CONTOUR (DISPOSAL AREA)
2M-P
BOTTOM SAMPLE LOCATION
EXISTING UTILITY POLE
ELW-01
EXISTING MONITORING WELL
42.40
SPOT ELEVATION (DISPOSAL AREA)
OR
X-101
SCALE:
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
PRIMARY
SCALE
EXTENSION
SCALE
X
SECTION IDENTIFICATION NUMBER
DETAIL SHEET
REF NUMBER
X X X X
PRIMARY
SCALE
EXTENSION
SCALE
V: X X X X X
X X X X
H: X
SCALE IN FEET/METERS
(SINGLE SCALE, SCALE BAR)
SCALE IN FEET/METERS
(HORIZONTAL/VERTICAL SCALE BAR)
DIRECTION OF
MAGNETIC NORTH
NNORTH
PLAN
MAGNETIC
NORTH
PLAN
NORTH
NORTH SYMBOLS
DREDGING LEGEND
COORDINATE - NORTHING AND EASTING
A.S. #8
ACCEPTANCE SECTION
BUOY MARKERS
CHANNEL CENTERLINE
DD/MMM/YYYY DD/MMM/YYYY
APPROXIMATE BORDERS OF GOVERNMENT
OWNED DISPOSAL AREAS TO BE USED IN
CONTRACT
LOCATION OF REQUIRED
DREDGING
REQUIRED DREDGING
ALLOWABLE
OVERDEPTH
DATE OF
SURVEYS
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 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
CMU CONCRETE MASONRY UNIT HVY HEAVY SST STAINLESS STEEL
CO CLEAN OUT IN INCH STA STATION
COL COLUMN INSUL
INSULATION, INSULATED
STD STANDARD
CONC CONCRETE IINT INTERIOR STRUCT STRUCTURAL
CONSTR CONSTRUCTION INV INVERT SUSP SUSPENDED
CONT CONTINUOUS LL LIVE LOAD SYS SYSTEM
CTRL CONTROL LP LOW POINT TEMP TEMPORARY
CWL CONTRACTOR WORK LIMITS LT LIGHT TD TRENCH DRAIN
DET DETAIL LVC LENGTH OF VERTICAL CURVE TDO TRENCH DRAIN OUTLET PIPE
DGA DENSE GRADED AGGREGATE JCT JUNCTION TELE TELEPHONE
DIA DIAMETER MATL MATERIAL TOPO TOPOGRAPHY
DIM DIMENSION MAX MAXIMUM TYP TYPICAL
DL DEAD LOAD MIN MINIMUM UD UNDERDRAIN
DWG DRAWING MISC MISCELLANEOUS UDO UNDERDRAIN OUTLET PIPE
E EAST N NORTH UE UNDERGROUND ELECTRIC
EA EACH NLT NOT LESS THAN UGND UNDERGROUND
ECM EROSION CONTROL MAT NTS NOT TO SCALE UNO UNLESS NOTED OTHERWISE
EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UOP UNDERDRAIN OUTLET PIPE
EL ELEVATION OD OUTSIDE DIAMETER UXO UNEXPLODED ORDINANCE
ELEC ELECTRIC OH OVERHEAD VB VINYL BASE
EOP EDGE OF PAVEMENT OPG OPENING VC VERTICAL CURVE
EOS EDGE OF SHOULDER OPP OPPOSITE VCT VINYL COMPOSITION TILE
EQ EQUAL PC POINT OF CURVE VOL VOLUME
EQUIP EQUIPMENT PD PAVEMENT DRAIN VERT VERTICAL
EXH EXHAUST PI POINT OF INFLECTION VTR VENT THROUGH ROOF
EXIST EXISTING PI POINT OF INFLECTION W/ WITH
EXP
EXPANSION, EXPOSED
PIV POINT OF VERTICAL INFLECTION W WEST
EXP JT EXPANSION JOINT POT POINT OF TANGENT WL WATER LEVEL
EXT EXTERIOR PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE
FIG FIGURE SINGLE PNL PANEL W/O WITHOUT
FDTN FOUNDATION PSF POUNDS PER SQUARE FOOT
EDGE OF CHANNEL (TYP.)
MLLW
ELEV. 0.00 (NAVD 88)
DELAWARE RIVER DATUM REFERENCE
MARCUS HOOK RANGE
STA, 115+620.01 - STA. 141+459.80
N.T.S.
MLLW
ELEV. 0.00 (NAVD 88)
DELAWARE RIVER DATUM REFERENCE
NEW CASTLE RANGE
STA. 212+592.81 - STA. 238+982.71
N.T.S.
DATUM CONVERSIONS
GENERAL NOTES:
1. HORIZONTAL REFERENCE - NAD83, NEW JERSEY STATE PLANE, ZONE 2900.
2. VERTICAL REFERENCE - ALL DEPTHS SPECIFIED FOR DREDGING ARE REFERENCED TO MEAN LOWER LOW
WATER (M.L.L.W). SEE DATUM REFERENCE ON THIS SHEET.
3. NOAA'S TIDAL EPOCH - 1983-2001.
4. THE GOVERNMENT FURNISHED DISPOSAL AREAS AVAILABLE FOR USE UNDER THIS CONTRACT ARE
PEDRICKTOWN SOUTH, KILLCOHOOK AREA NUMBER 2, AND FORT MIFFLIN CELL B. SEE SHEETS C-401, C-402, AND C-403 FOR DISPOSAL AREA PLANS.
5. QUESTIONS CONCERNING BOTH HORIZONTAL AND VERTICAL CONTROL SHOULD BE DIRECTED TO
PHILADELPHIA DISTRICT CORPS OF ENGINEERS SURVEY BRANCH POC, STEVE FARRELL, AT (215) 656-6790.
6. FOR CHANNEL CENTERLINE GEOMETRY SEE APPENDIX C-51, CENTERLINE AND EDGE COORDINATES IN THE
CONTRACT SPECIFICATIONS.
7. CONTRACTOR TO PROVIDE PLANT FOR REMOVAL OF OBSTRUCTIONS (OPTION 3) AT THE DIRECTION OF THE
GOVERNMENT. SEE SHEETC-104 AND SPECIFICATIONS FOR DETAILS.
MLLW
ELEV. 0.00 (NAVD 88)
DELAWARE RIVER DATUM REFERENCE
OPTION 1 - WILMINGTON HARBOR-CHRISTINA RIVER
STA. 0+000 - STA. 6+236
N.T.S.
MLLW
ELEV. 0.00 (NAVD 88)
DELAWARE RIVER DATUM REFERENCE
OPTION 2 - MIFFLIN RANGE
STA. 66+000 - STA. 71+000
N.T.S.
MLLW
ELEV. 0.00 (NAVD 88)
DELAWARE RIVER DATUM REFERENCE
BELLEVUE/CHERRY ISLAND RANGE
STA. 158+000 - STA. 172+500
N.T.S.
MLLW
ELEV. 0.00 (NAVD 88)
DELAWARE RIVER DATUM REFERENCE
DEEPWATER POINT RANGE
STA. 187+000 - STA. 200+000
N.T.S.
OBSTRUCTION TO NAVIGATION
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C-001
PHILADELPHIA
PAY LIMITS
EXISTING CHANNEL LIMITS (INCLUDING BEND)
25' 25'
EXISTING BOTTOM
1' OVERDEPTH
REQUIRED DEPTH 46' -
.6
.8
19+547.79
21+902.20
20+000
.0
31+505.75
TINICUM RANGE
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FT. MIFFLIN
R
I D
L
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Y
C
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E
E
K
CRUM LYNNE
EDDYSTONE
MARCUS
HOOK
CLAYMONT
GRUBBS
LANDING
HOLLY OAK
BELLEVUE
EDGEMOOR
PENNS
GROVE
LEAGUE ISLAND
GLOUCESTER
CITY
WALT
WHITMAN
BRIDGE
PAULSBORO
COMMODORE
BARRY
BRIDGE
RACCOON
CREEK
CHERRY ISLAND
S
C
H
U
Y
L
K
I
V
E
R
BENJAMIN
FRANKLIN
BRIDGE
RICHMOND
CAMDEN
CHESTER
PEDRICKTOWN SOUTH
DISPOSAL AREA
(AVAILABLE FOR THIS CONTRACT)
(SEE SHEET C-401)
PEDRICKTOWN NORTH
DISPOSAL AREA
(NOT IN CONTRACT)
OLDMANS
DISPOSAL AREA
(NOT IN CONTRACT)
NATIONAL PARK
DISPOSAL AREA
(NOT IN CONTRACT)
WILMINGTON HARBOR NORTH
DISPOSAL AREA
(NOT IN CONTRACT)
BASE BID
(SEE 2/C-101)
CHRISTINA RIVER
WILMINGTON HARBOR
MIFFLIN DISPOSAL AREA
(NOT AVAILABLE FOR THIS CONTRACT)
OPTION 2
(SEE 2/C-101)
OPTION 3
(SEE NOTE 3)
CHANNEL LIMIT,
(TYP)
WILMINGTON HARBOR-
CHRISTINA RIVER,
OPTION 1
(SEE C-104)
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-106 AND C-301 FOR OPTION 1, WILMINGTON HARBOR, CHRISTINA RIVER.
3. FORT MIFFLIN DOCKS ARE AVAILABLE FOR OFFLOADING OBSTRUCTIONS REMOVED
FROM THE NAVIGATION CHANNEL FOR OPTION 3.
4. SEE C-104 FOR OPTION 3, OBSTRUCTION REMOVAL LOCATIONS.
4000 0 4000 8000 12000
SCALE IN FEET
SCALE:
# AS SHOWN
MATCHLINE MATCHLINE
RE: C-102 RE: C-102
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PHILADELPHIA
SCALE:
TYPICAL SECTION (PAY LIMITS) BASE BID MARCUS HOOK AND OPTION 2 BELLEVUE/CHERRY ISLAND RANGES
2 NTS
C-104
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
PLAN
PAY LIMITS
EXISTING CHANNEL LIMITS (INCLUDING BEND)
25' 25'
EXISTING BOTTOM
1' OVERDEPTH
REQUIRED DEPTH 46' -
L
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N
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W
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B U
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H E
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B
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W
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P O
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PENNS NECK
DISPOSAL AREA
(NOT IN CONTRACT)
ARTIFICIAL ISLAND
DISPOSAL AREA
(NOT IN CONTRACT)
BASE BID
(SEE 2/C-102)
BASE BID
(SEE 2/C-102)
CHANNEL LIMIT,
(TYP)
KILLCOHOOK
DISPOSAL AREA
(AVAILABLE FOR THIS CONTRACT)
(SEE SHEET C-402)
4000 0 4000 8000 12000
SCALE IN FEET
SCALE:
# AS SHOWN
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B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
P T
F P
T F
P H
IL
A
D E
LP
H
IA
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B U
B
A
U G
G E
N E
R A
L
P
L A
N
S
T A
T
O
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T A d w g
G E
N E
R A
L
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L A
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S
T A
M A
I N
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N C
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D
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P A
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J
A
D E
L A
W A
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P
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A D
E L
P H
T
A
C-102
PHILADELPHIA
SCALE:
TYPICAL SECTION (PAY LIMITS) BASE BID-NEW CASTLE AND DEEPWATER POINT RANGES
2 NTS
C-104
M A
TC
H
LI
N
E M
A
TC
H
LI
N E
R E
: C -1
R
E : C
-1
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-106 AND C-301 FOR OPTION 1, WILMINGTON HARBOR, CHRISTINA RIVER.
3. FORT MIFFLIN DOCKS ARE AVAILABLE FOR OFFLOADING OBSTRUCTIONS REMOVED
FROM THE NAVIGATION CHANNEL FOR OPTION 3.
4. SEE C-104 FOR OPTION 3, OBSTRUCTION REMOVAL LOCATIONS.
AutoCAD SHX Text Fort Delaware
AutoCAD SHX Text
NORTH
ST. JONES
RIVER
MAURICE
RIVER
L
I
S
T
N
G
E
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
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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
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C
O R
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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 T
E H
P T
F P
T F
1 2 3 4
A S
D A
S
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B U
B
A
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C
N
E R
A
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T A
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O
S d w g
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C-103
ASDAS
SCALE:
GENERAL PLAN - STA 326+829.53 TO STA 499+279
AS SHOWN
4000 0 4000 8000 12000
SCALE IN FEET
C-104
M A
T C
H L
I N
E
C
M A
T C
H L
I N
E
C
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-106 AND C-301 FOR OPTION 1, WILMINGTON HARBOR, CHRISTINA RIVER.
3. FORT MIFFLIN DOCKS ARE AVAILABLE FOR OFFLOADING OBSTRUCTIONS REMOVED
FROM THE NAVIGATION CHANNEL FOR OPTION 3.
4. SEE C-104 FOR OPTION 3, OBSTRUCTION REMOVAL LOCATIONS.
AutoCAD SHX Text
NORTH
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
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S
I Z
E
C O
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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
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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 T
E H
P T
F P
T F
1 2 3 4
A S
D A
S
-W
B U
B
A
U G
C
T
I O
B S
T R
U C
T I O
N
R
E M
O V
A L d w g
O P
T I O
B S
T R
U C
T I O
N
R
E M
O V
A L
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I N
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D E
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W A
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P
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A D
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P H
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A
C-104
ASDAS
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-106 AND C-301 FOR OPTION 1, WILMINGTON HARBOR, CHRISTINA RIVER.
3. FORT MIFFLIN DOCKS ARE AVAILABLE FOR OFFLOADING OBSTRUCTIONS REMOVED
FROM THE NAVIGATION CHANNEL FOR OPTION 3.
4. OBSTRUCTIONS TO NAVIGATION SHOWN FOR INFORMATION ONLY. FOR DETAILED
LOCATIONS AND NATURE OF OBSRUCTIONS TO NAVIGATION SHOWN, SEE
SPECIFICATIONS.
SCALE:
PLAN - OBSTRUCTIONS MARCUS HOOK AND BELLEVUE RANGES
AS SHOWN
SCALE:
PLAN - OBSTRUCTIONS NEW CASTLE AND DEEPWATER RANGES
AS SHOWN
SCALE:
PLAN - OBSTRUCTION BRANDYWINE RANGE
AS SHOWN
2000 0 2000 4000 8000
SCALE IN FEET
AutoCAD SHX Text Fort Delaware
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
T
I
326,000
325,000
324,000
323,000
322,000
326,000
324,000
323,000
322,000
L
O
B
D
E
N
A
L
W
I
L
M
I
N
G
T
M
R
I
R
M
I
N
A
L
C
H
R
I
S
T
I
V
E
R
WILMINGTON HARBOR NORTH DISPOSAL AREA
S
U
B
M
E
R
G
B
L
K
H
E
A
D
F
L
O
A
T
I
C
K
C
E
N
T
E
R
L
I
E
R
L
A
N
G
E
321,000
325,000
321,000
E
B
B
(NOT AVAILABLE FOR THIS CONTRACT)
D
E
L
A
W
A
V
E
R
R "2"
FLASH
EBB
TIDE
"TERMINAL WEST
1966 - 1984"
"TERMINAL EAST 66
RESET 1984"
CHRISTINA SOUTH
ENTRANCE LIGHT
EDGEMOORE
JETTY LIGHT
"NORTH TWR.
1991"
BELLEVUE RANGE
REAR LIGHT
WILMINGTON HARBOR SOUTH DISPOSAL AREA
(NOT AVAILABLE UNDER THIS CONTRACT)
C
A
B
L
N
C
R
E
T
U
R
N
I
N
G
B
A
S
I
N
N 322,758.22
E 208,176.94
N 322,623.70
E 208,135.03
N 323,513.32
E 206,119.95
N 325,460.12
E 202,552.17
N 325,277.14
E 202,471.39
N 325,094.19
E 202,390.61
NORTH CHANNEL
EDGE
SOUTH CHANNEL
EDGE
N 324,479.47
E 204,278.17
CHANNEL ℄
N 324,286.11
E 204,220.25
N 324,341.31
E 204,244.50
N 324,815.84
E 204,803.81
N 324,652.34
E 204,381.82
N 324,407.91
E 205,727.78
N 323,824.38
E 206,257.21
N 323,247.19
E 208,329.30
N 323,641.43
E 206,176.43
V
A
R
I
E
S
DSWA LANDFILL
(NOT AVAILABLE UNDER THIS CONTRACT)
SCALE:
OPTION 1 - GENERAL PLAN - WILMINGTON HARBOR
1 AS SHOWN
200 0 200 400 600
NOTES:
1. SUBMERGED CABLED CONCRETE MATS ARE LOCATED ON THE EXISTING BOTTOM IN THE AREA SHOWN
ABOVE. THE MATS SLOPE FROM THE EXISTING BULKHEAD LINE OF THE SOUTH JETTY AT APPROXIMATE
ELEVATION -25.0 APPROXIMATELY 60 FEET IN THE DIRECTION OF THE CHANNEL TO ELEVATION -40.0.
DURING DREDGING OPERATIONS, ALL PRECAUTIONS NECESSARY TO AVOID CONTACT WITH THE
GOVERNMENT-OWNED CONCRETE MAT REVETMENT SHALL BE TAKEN.
2. SEE SHEET C-401 FOR PEDRICKTOWN SOUTH DISPOSAL AREA PLAN.
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
IS
TR
IC
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
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D A
N G
M G
P T
F P
T F
P H
IL
A
D E
LP
H
IA
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B U
B
A
U G
O P
T I O
N
G
E N
E R
A L
P
L A
N
W
I L
M I N
G T
R
B O
R d w g
O P
T I O
E N
E R
A
N
W
I L
M I N
G T
R
B O
R
M A
I N
T E
N A
N C
E
D
R E
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I N
G
P A
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A
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L A
W A
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H I L
A D
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P H
T
A
C-105
PHILADELPHIA
SCALE IN FEET
AutoCAD SHX Text
NORTH
T
I
E
E
E
E
E
E
E
E
E
E
E
E
E
N 326,000
N 325,000
N 324,000
N 323,000
N 322,000
N 326,000
N 324,000
N 323,000
N 322,000
N 321,000
N 325,000
N 321,000
E
3H
2H
C-301
C-301
WILMINGTON HARBOR NORTH DISPOSAL AREA
(NOT AVAILABLE FOR THIS CONTRACT)
DSWA LANDFILL
(NOT AVAILABLE UNDER THIS CONTRACT)
C-301
1H
SCALE:
OPTION 1 - PLAN - WILMINGTON HARBOR - STA. 0+000 TO STA. 6+236
1 AS SHOWN
200 0 200 400 600
SCALE IN FEET
NOTES:
1. 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.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON MAY 20, 2019 AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
3. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED FOR NAVIGATION.
4. SOUNDINGS ARE EXPRESSED IN FEET & TENTHS AND REFER TO MEAN LOWER LOW WATER.
5. SEE SPECIFICATIONS FOR ABSTRACT OF BOTTOM SAMPLES.
6. SEE SHEET C-105 FOR OPTION 1 - GENERAL PLAN - WILMINGTON HARBOR.
7. SEE SHEET C-401 FOR PEDRICKTOWN SOUTH DISPOSAL AREA PLAN.
8. SEE SHEET C-301 FOR WILMINGTON HARBOR CROSS SECTIONS.
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
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X
I S
S U
E S
U B
M I T
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L
D
A T
E
U S
A
R M
Y
C
O R
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N G
I N
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D
IS
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D W
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V I E
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D
B
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D E
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I L M
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A
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C-106
PHILADELPHIA
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AutoCAD SHX Text 23 2
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AutoCAD SHX Text 10 8
AutoCAD SHX Text 37 4
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AutoCAD SHX Text 6 4
AutoCAD SHX Text 46 7
AutoCAD SHX Text 36 6
AutoCAD SHX Text 39 2
AutoCAD SHX Text 47 7
AutoCAD SHX Text 39 3
AutoCAD SHX Text 13 8
AutoCAD SHX Text 36 4
AutoCAD SHX Text 29 8
AutoCAD SHX Text 20 9
AutoCAD SHX Text 38 1
AutoCAD SHX Text 42 9
AutoCAD SHX Text 27 7
AutoCAD SHX Text 39 3
AutoCAD SHX Text 40 9
AutoCAD SHX Text 37 1
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AutoCAD SHX Text 43 0
AutoCAD SHX Text 15 5
AutoCAD SHX Text 44 3
AutoCAD SHX Text 34 3
AutoCAD SHX Text 31 2
AutoCAD SHX Text 23 3
AutoCAD SHX Text 36 1
AutoCAD SHX Text 37 7
AutoCAD SHX Text 5 4
AutoCAD SHX Text 39 3
AutoCAD SHX Text 25 0
AutoCAD SHX Text 37 3
AutoCAD SHX Text 8 9
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AutoCAD SHX Text 26 8
AutoCAD SHX Text 22 3
AutoCAD SHX Text 37 7
AutoCAD SHX Text 41 8
AutoCAD SHX Text 38 1
AutoCAD SHX Text 36 9
AutoCAD SHX Text 36 8
AutoCAD SHX Text 26 7
AutoCAD SHX Text 38 4
AutoCAD SHX Text 38 0
AutoCAD SHX Text 36 9
AutoCAD SHX Text 41 2
AutoCAD SHX Text 39 5
AutoCAD SHX Text 33 9
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AutoCAD SHX Text 5 5
AutoCAD SHX Text 36 5
AutoCAD SHX Text 38 6
AutoCAD SHX Text 35 9
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AutoCAD SHX Text 45 2
AutoCAD SHX Text 35 4
Au…
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