W912BU19B0017-Dwgs.pdf
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- IWW C&D Canal Maintenance Dredging Federal contract opportunity
- Solicitation number
- W912BU19B0017
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| Sign_In_Sheet.pdf | ||
| W912BU-19-B-0017_Specs-AM1.pdf | ||
| W912BU19B0017-Specs.pdf |
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N
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.
US Army Corps of Engineers
DISTRICT
D A
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L I C
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I O
N
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B E
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F I L
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A M
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M A
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D W
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S
I Z
E
C O
N T
R A
C T
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
I N
L A
D
W
A T
E R
W A
Y
D
E L
A W
A R
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R
I V
E R
H E
S A
P E
A K
E
B
A Y
D
E L
A W
A R
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A
M
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Y L
A N
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M A
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T E
N A
N C
E
D
R E
D G
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S T
A T
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N
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C O
V E
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S
H E
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G d w g
A
G
W
B U
B
P H
I L A
D E
L P
H I A
PHILADELPHIA
STATION 0+000 TO STATION 250+440
MAINTENANCE DREDGING
TO CHESAPEAKE BAY, DELAWARE AND MARYLAND
INLAND WATERWAY DELAWARE RIVER
100% - 20 AUG 2019
W912BU19B0017
OF PROJECT
LOCATION
VICINITY MAP
N.T.S.
LOCATION MAP
OF WORK
LOCATION
PEARCE
CREEK
DISPOSAL
AREA
DELAWARE
N.T.S.
N
DRAWING INDEX
SHEET NUMBER DESCRIPTION
GENERAL
G-001
COVER SHEET
CIVIL
C-001
GENERAL INFORMATION SHEET
C-101
GENERAL PLAN - STA. 000+000 TO STA. 128+000
C-102
GENERAL PLAN - STA. 128+000 TO STA. 250+440
C-103
PLAN - STA. 0+000 TO STA. 7+120
C-104
PLAN - STA. 16+426 TO STA. 24+181
C-105
PLAN - STA. 30+177 TO STA. 38+000
C-106
PLAN - STA. 62+532 TO STA. 70+129
C-107
PLAN - STA. 70+129 TO STA. 77+948
C-108
PLAN - STA. 86+963 TO STA. 95+173
C-109
PLAN - STA. 107+866 TO STA. 115+650
C-110
PLAN - STA. 129+496 TO STA. 137+000
C-111
PLAN - STA. 137+000 TO STA. 144+498
C-112
PLAN - STA. 159+048 TO STA. 166+935
C-113
PLAN - STA. 166+935 TO STA. 174+435
C-114
PLAN - STA. 216+070 TO STA. 224+112
C-115
PLAN - STA. 225+000 TO STA. 232+500
C-116
PLAN - STA. 232+500 TO STA. 240+000
C-117
PLAN - STA. 243+553 TO STA. 250+440
C-301
TYPICAL SECTION AND PAY LIMITS
C-401
PLAN - PEARCE CREEK DISPOSAL AREA
C-402
PEARCE CREEK DISPOSAL AREA NOTES
C-403
PLAN - REEDY POINT SOUTH DISPOSAL AREA
REEDY
POINT
SOUTH
DISPOSAL
AREA
AutoCAD SHX Text
ISLAND
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RHODE
AutoCAD SHX Text Providence
AutoCAD SHX Text Albany
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JERSEY
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NEW
AutoCAD SHX Text Philadelphia
AutoCAD SHX Text Atlantic City
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CONNECTICUT
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LONG ISLAND
AutoCAD SHX Text New York
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LONG ISLAND SOUND
AutoCAD SHX Text Hartford
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MASS.
AutoCAD SHX Text Ocean City
AutoCAD SHX Text Washington
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CHESAPEAKE
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BAY
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DELAWARE
AutoCAD SHX Text Norfolk
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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
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PENNSYLVANIA
AutoCAD SHX Text Harrisburg
AutoCAD SHX Text Pittsburgh
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LAKE
AutoCAD SHX Text Erie
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ERIE
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CANADA
AutoCAD SHX Text Roanoke
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VIRGINIA
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VIRGINIA
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WEST
AutoCAD SHX Text Richmond
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MARYLAND
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NEW YORK
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AutoCAD SHX Text
AutoCAD SHX Text
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SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
DISPOSAL AREA PLAN LEGEND
EROSION PROTECTION/RIPRAP
SETTLEMENT PLATE
UNCOVERED LINER AREA
COORDINATE MARKER
EXISTING UTILITY POLE
EXISTING BUILDING
EXISTING MONITORING WELLS
EXISTING GAS VENT RISER
EXISTING OVERHEAD ELECTRIC
DISPOSAL AREA SYMBOLS LEGEND
GENERAL NOTES:
1. SEE SHEET C-402 FOR PEARCE CREEK DISPOSAL AREA NOTES AND SHEET C-403 FOR REEDY POINT SOUTH DISPOSAL AREA NOTES.
2. SHEET SHEETS C-103 TO C-117 FOR DREDGING AND SURVEY NOTES.
3. HORIZONTAL REFERENCE FOR A.S. # 1 THROUGH A.S. #4 - NAD 83, DELAWARE STATE PLANE, ZONE 0700, U.S.FOOT. SEE SHEETS C-103 TO C-106.
4. HORIZONTAL REFERENCE FOR A.S. #5 THROUGH A.S. # 22 - NAD83, MARYLAND STATE PLANE, ZONE 1900, U.S.FOOT. SEE SHEETS C-107 TO C-117.
5. FOR VERTICAL REFERENCE SEE DATUM CONVERSION CHARTS BELOW.
6. FOR CHANNEL GEOMETRY SEE APPENDIX C-51, CENTERLINE AND EDGE COORDINATES IN THE SPECIFICATIONS.
SPOT ELEVATION
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
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
NORTH
PLAN
NORTH SYMBOLS
DREDGING LEGEND
COORDINATE - NORTHING AND EASTING
A.S. #8
ACCEPTANCE SECTION
BUOY MARKERS
CHANNEL CENTERLINE
ABBREVIATIONS
ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION
AD AREA DRAIN FDTN FOUNDATION PSF POUNDS PER SQUARE FOOT
ADDL ADDITIONAL FF FINISHED FLOOR PSI POUNDS PER SQUARE INCH
AFF ABOVE FINISHED FLOOR FIN FINISH PIV POST INDICATOR VALVE
BD BOARD FL FLOOR RAD RADIUS
BIT BITUMINOUS FM FORCE MAIN REINF REINFORCEMENT
BL BASE LINE FT
FOOT, FEET
REM REMOVABLE
BLDG BUILDING FTG FOOTING ROW RIGHT OF WAY
BM BEAM G GROUND S SOUTH
BMP BEST MANAGEMENT PRACTICE GOVT GOVERNMENT SCH SCHEDULE
BOT BOTTOM GR GRADE SECT SECTION
BVCE BEGINNING OF VERTICAL CURVE ELEVATION HORIZ HORIZONTAL SPEC SPECIFICATION
BVCS BEGINNING OF VERTICAL CURVE STATION HS HIGH STRENGTH SPRT SUPPORT
CL CENTERLINE 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 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
DD/MMM/YYYY DD/MMM/YYYY
APPROXIMATE BORDERS OF GOVERNMENT
OWNED DISPOSAL AREAS TO BE USED IN
CONTRACT
APPROXIMATE LOCATION OF
WORK
REQUIRED DREDGING
ALLOWABLE
OVERDEPTH
DATE OF
SURVEYS
EDGE OF CHANNEL (TYP.)
2M-P
BOTTOM SAMPLE LOCATION
D
2 3
C
4 5
A
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1 2 3 4 5
US Army Corps of Engineers
DISTRICT
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C-001
PHILADELPHIA
MLLW
ELEV. 0.00 (NAVD 88)
C&D CANAL DATUM REFERENCE
STA. 88+000.72 - STA. 90+932.39
N.T.S.
DATUM CONVERSIONS
MLLW
ELEV. 0.00 (NAVD 88)
C&D CANAL DATUM REFERENCE
STA. 90+932.39 - STA. 92+298.80
N.T.S.
MLLW
ELEV. 0.00 (NAVD 88)
C&D CANAL DATUM REFERENCE
STA. 92+298.80 - STA. 93+665.15
N.T.S.
MLLW
ELEV. 0.00 (NAVD 88)
C&D CANAL DATUM REFERENCE
STA. 104+051.22 - STA. 109+879.20
N.T.S.
MLLW
ELEV. 0.00 (NAVD 88)
C&D CANAL DATUM REFERENCE
STA. 109+879.20 - STA. 130+234.66
N.T.S.
MLLW
ELEV. 0.00 (NAVD 88)
C&D CANAL DATUM REFERENCE
STA. 203+154.89 - STA. 220+496.49
N.T.S.
MLLW
ELEV. 0.00 (NAVD 88)
C&D CANAL DATUM REFERENCE
STA. 220+496.49 - STA. 240+300.92
N.T.S.
AutoCAD SHX Text
CSW-6
30.44
B
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D
DELAWARE CITY
SCOTT RUN
ELK RIVER
PEA PATCH ISLAND
CHESAPEAKE CITY
DISPOSAL AREA
(NOT AVAILABLE
IN THIS CONTRACT)
BETHEL DISPOSAL
AREA (NOT AVAILABLE
IN THIS CONTRACT)
COURTHOUSE POINT
DISPOSAL AREA
(NOT AVAILABLE IN THIS
CONTRACT)
U.S. GOVERNMENT
WHARF ANCHORAGE BASIN
S
T
A
REEDY POINT SOUTH DISPOSAL AREA
(AVAILABLE FOR THIS CONTRACT
SEE SHEET C-403)
REEDY
PT.
CHESAPEAKE
CITY
DELAWARE
RIVER
NAVIGATION
CHANNEL
RAILROAD BRIDGE
SR 1 BRIDGE
ST. GEORGE
HWY. BRIDGE
REEDY POINT BRIDGE
SUMMIT HWY.
BRIDGE
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C-101
PHILADELPHIA
PLAN - STA. 000+000 TO STA. 128+000
PLAN - STA. 000+000 TO STA. 128+000
M A
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H L
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NORTH
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NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
AutoCAD SHX Text 4000'
AutoCAD SHX Text 4000'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 2000'
AutoCAD SHX Text
ACCEPTANCE SECTION
AutoCAD SHX Text
STATION RANGE
AutoCAD SHX Text
CONTRACT ACTION
AutoCAD SHX Text
AS-1
AutoCAD SHX Text 2+500 - 5+000
AutoCAD SHX Text
OPTION 1
AutoCAD SHX Text
AS-2
AutoCAD SHX Text 18+000 - 21+000
AutoCAD SHX Text
OPTION 1
AutoCAD SHX Text
AS-3
AutoCAD SHX Text 34+000 - 36+000
AutoCAD SHX Text
OPTION 1
AutoCAD SHX Text
AS-4
AutoCAD SHX Text 64+500 - 66+500
AutoCAD SHX Text
OPTION 1
AutoCAD SHX Text
AS-5
AutoCAD SHX Text 70+500 - 73+000
AutoCAD SHX Text
OPTION 1
AutoCAD SHX Text
AS-6
AutoCAD SHX Text 73+000 - 75+500
AutoCAD SHX Text
OPTION 1
AutoCAD SHX Text
AS-7
AutoCAD SHX Text 89+500 - 92+500
AutoCAD SHX Text
OPTION 1
AutoCAD SHX Text
AS-8
AutoCAD SHX Text 110+000 - 113+000
AutoCAD SHX Text
OPTION 2
AutoCAD SHX Text
AS-9
AutoCAD SHX Text 131+000 - 134+000
OPTION 2
POOLES
ISLAND
ABERDEEN PROVING GROUND
SASSAFRAS RIVER
STILL POND
CR.
PLUM PT. TOWER
ECC 1977
WORTON PT. TOWER
ECC 1977
B.M.
"USED STILL POND #1"
HOWELL POINT TOWER
ECC 1977
B.M "BURRS"
RESTRICTED AREA
THIS AREA OUTLINED IS RESTRICTED TO THE PUBLIC
EXCEPT AS AUTHORIZED BY MILITARY AUTHORITIES
UNEXPLODED ORDNANCE MAY EXIST WITHIN THE
LIMITS OF THE RESTRICTED AREA
STEEL TOWER #13
ECC 1978
FAIRLEE TOWER
ECC 1977
B.M. "HIGH VOLT"
"GREAT OAKS"
STOOPS TOWER
ECC 1976
B.M. "HP-95"
LIGHT HOUSE
SOUTH POOLES ISLAND
PEARCE CREEK DISPOSAL AREA
(AVAILABLE FOR THIS CONTRACT
SEE SHEET C-401)
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N A
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C-102
PHILADELPHIA
GENERAL PLAN - STA. 128+000 TO STA. 250+440
GENERAL PLAN - STA. 128+000 TO STA. 250+440
M A
T C
H L
I N
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C H
L I N
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R E
C
R E
C
NORTH
PLAN
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
AutoCAD SHX Text 4000'
AutoCAD SHX Text 4000'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 2000'
AutoCAD SHX Text
ACCEPTANCE SECTION
AutoCAD SHX Text
STATION RANGE
AutoCAD SHX Text
CONTRACT ACTION
AutoCAD SHX Text
AS-10
AutoCAD SHX Text 134+000 - 137+000
AutoCAD SHX Text
OPTION 2
AutoCAD SHX Text
AS-11
AutoCAD SHX Text 137+000 - 140+000
AutoCAD SHX Text
OPTION 2
AutoCAD SHX Text
AS-12
AutoCAD SHX Text 140+000 - 143+000
AutoCAD SHX Text
OPTION 2
AutoCAD SHX Text
AS-13
AutoCAD SHX Text 162+000 - 165+000
AutoCAD SHX Text
OPTION 2
AutoCAD SHX Text
AS-14
AutoCAD SHX Text 167+000 - 169+000
AutoCAD SHX Text
OPTION 2
AutoCAD SHX Text
AS-15
AutoCAD SHX Text 169+000 - 171+000
AutoCAD SHX Text
OPTION 2
AutoCAD SHX Text
AS-16
AutoCAD SHX Text 217+000 - 220+000
AutoCAD SHX Text
OPTION 2
AutoCAD SHX Text
AS-17
AutoCAD SHX Text 225+000 - 228+000
AutoCAD SHX Text
BASE
AutoCAD SHX Text
AS-18
AutoCAD SHX Text 228+000 - 231+000
AutoCAD SHX Text
BASE
AutoCAD SHX Text
AS-19
AutoCAD SHX Text 231+000 - 234+000
AutoCAD SHX Text
BASE
AutoCAD SHX Text
AS-20
AutoCAD SHX Text 234+000 - 237+000
AutoCAD SHX Text
BASE
AutoCAD SHX Text
AS-21
AutoCAD SHX Text 237+000 - 240+000
AutoCAD SHX Text
BASE
AutoCAD SHX Text
AS-22
AutoCAD SHX Text 247+500 - 250+440
BASE
L
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1 & 2 Apr 14
RG "CD"
Junction
Floof Tide
A.S. #1
1 & 2 Apr 14
D
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US Army Corps of Engineers
DISTRICT
D A
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C-103
PHILADELPHIA
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, DELAWARE STATE PLANE, ZONE 0700, U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
NORTH
PLAN
PLAN - STA. 0+000 TO STA. 7+120
PLAN - STA. 0+000 TO STA. 7+120
AutoCAD SHX Text
DIRT PILES
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
DIRT PILES
AutoCAD SHX Text
DIRT PILES
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
DIRT PILES
AutoCAD SHX Text
DIRT PILES
AutoCAD SHX Text
DIRT PILES
AutoCAD SHX Text
CHANNEL CL, (TYP)
AutoCAD SHX Text
CHANNEL LIMIT, (TYP)
AutoCAD SHX Text
REEDY POINT JETTY NORTH
AutoCAD SHX Text
REEDY POINT JETTY SOUTH
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
SCALE IN FEET
A .S
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US Army Corps of Engineers
DISTRICT
D A
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C-104
PHILADELPHIA
NORTH
PLAN
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, DELAWARE STATE PLANE, ZONE 0700, U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 16+426 TO STA. 24+181
PLAN - STA. 16+426 TO STA. 24+181
AutoCAD SHX Text
AREA U/C
AutoCAD SHX Text
POOL
AutoCAD SHX Text
PILE
AutoCAD SHX Text
TANK
AutoCAD SHX Text
AREA U/C
AutoCAD SHX Text
AREA U/C
AutoCAD SHX Text
AREA U/C
AutoCAD SHX Text
CHANNEL CL, (TYP)
AutoCAD SHX Text
CHANNEL LIMIT, (TYP)
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
A .S
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1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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C-105
PHILADELPHIA
NORTH
PLAN
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, DELAWARE STATE PLANE, ZONE 0700, U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 30+177 TO STA. 38+000
PLAN - STA. 30+177 TO STA. 38+000
AutoCAD SHX Text
PILES
AutoCAD SHX Text
SILO
AutoCAD SHX Text
SILO
AutoCAD SHX Text
SILO
AutoCAD SHX Text
SILO
AutoCAD SHX Text
PILE
AutoCAD SHX Text
PILES
AutoCAD SHX Text
PILES
AutoCAD SHX Text
PILES
AutoCAD SHX Text
SILO
AutoCAD SHX Text
SILO
AutoCAD SHX Text
SILO
AutoCAD SHX Text
SILO
AutoCAD SHX Text
PILE
AutoCAD SHX Text SR-1 St.Georges Bridge
AutoCAD SHX Text Horz. Clearance = 450ft.
AutoCAD SHX Text Vert. Clearance = 138ft. above MHW.
AutoCAD SHX Text
CHANNEL CL, (TYP)
AutoCAD SHX Text
CHANNEL LIMIT, (TYP)
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
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A
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US Army Corps of Engineers
DISTRICT
D A
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L I C
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N
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B E
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C-106
PHILADELPHIA
NORTH
PLAN
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, DELAWARE STATE PLANE, ZONE 0700, U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 62+532 TO STA. 70+129
PLAN - STA. 62+532 TO STA. 70+129
M A
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H L
I N
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C H
L I N
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C
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C
AutoCAD SHX Text
AutoCAD SHX Text 7.89
AutoCAD SHX Text
POOL
AutoCAD SHX Text
CEMETERY
AutoCAD SHX Text
CEMETERY
AutoCAD SHX Text
CEMETERY
AutoCAD SHX Text
POOL
AutoCAD SHX Text
RUIN
AutoCAD SHX Text
PILE
AutoCAD SHX Text
PILE
AutoCAD SHX Text
PILE
AutoCAD SHX Text
PILE
AutoCAD SHX Text
PILE
AutoCAD SHX Text
CHANNEL CL, (TYP)
AutoCAD SHX Text
CHANNEL LIMIT, (TYP)
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
A.S. #6
A
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US Army Corps of Engineers
DISTRICT
D A
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D I S
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C-107
PHILADELPHIA
NORTH
PLAN
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, MARYLAND STATE PLANE COORDINATE ZONE U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 70+129 TO STA. 77+948
PLAN - STA. 70+129 TO STA. 77+948
M A
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AutoCAD SHX Text
POOL
AutoCAD SHX Text
PILE
AutoCAD SHX Text
CHANNEL CL, (TYP)
AutoCAD SHX Text
CHANNEL LIMIT, (TYP)
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
A .S
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US Army Corps of Engineers
DISTRICT
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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
O
W N
D A
N T
E H
D W
K P
G S
P H
I L A
D E
L P
H I A
-W
B U
B
A
P L
T A
T
O
S
T A d w g
P L
T A
T
O
S
T A
S T
A T
I O
N
S
T A
T I O
N
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
E
S A
P E
A K
E
B
A Y
D
E L
A W
A R
E
A
R
Y L
A N
D
I N
L A
T
E R
W A
Y
D
E L
A W
A R
E
R
I V
E R
C-108
PHILADELPHIA
NORTH
PLAN
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, MARYLAND STATE PLANE COORDINATE ZONE U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 86+963 TO STA. 95+173
PLAN - STA. 86+963 TO STA. 95+173
AutoCAD SHX Text
CHANNEL CL, (TYP)
AutoCAD SHX Text
CHANNEL LIMIT, (TYP)
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
A.S. #8
J
CHANNEL CL, (TYP)
CHANNEL LIMIT, (TYP)
BOTTOM SAMPLE, (TYP)
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
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U B
M I T
T A
L
D
A T
E
U S
A
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C
O R
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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
O
W N
D A
N T
E H
D W
K P
G S
P H
I L A
D E
L P
H I A
-W
B U
B
A
P L
T A
S
T A d w g
P L
T A
S
T A
S T
A T
I O
N
S
T A
T I O
N
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
E
S A
P E
A K
E
B
A Y
D
E L
A W
A R
E
A
R
Y L
A N
D
I N
L A
T
E R
W A
Y
D
E L
A W
A R
E
R
I V
E R
C-109
PHILADELPHIA
NORTH
PLAN
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, MARYLAND STATE PLANE COORDINATE ZONE U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 107+866 TO STA. 115+650
PLAN - STA. 107+866 TO STA. 115+650
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
A.S. #9
A.S. #10
C H
AN
N
EL C
L, (TYP)
C H
AN
N
EL LIM
IT, (TYP)
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
O
W N
D A
N T
E H
D W
K P
G S
P H
I L A
D E
L P
H I A
-W
B U
B
A
P L
T A
S
T A d w g
P L
T A
S
T A
S T
A T
I O
N
S
T A
T I O
N
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
E
S A
P E
A K
E
B
A Y
D
E L
A W
A R
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A
R
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A N
D
I N
L A
T
E R
W A
Y
D
E L
A W
A R
E
R
I V
E R
C-110
PHILADELPHIA
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, MARYLAND STATE PLANE COORDINATE ZONE U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
NORTH
PLAN
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 129+496 TO STA. 137+000
PLAN - STA. 129+496 TO STA. 137+000
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
AutoCAD SHX Text
20 DEC 2016
AutoCAD SHX Text
19 DEC 2016
AutoCAD SHX Text
20 DEC 2016
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
A.S. #11
A.S. #12
C H
AN
N
EL C
L, (TYP) C
H
AN
N
EL LIM
IT, (TYP)
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
O
W N
D A
N T
E H
D W
K P
G S
P H
I L A
D E
L P
H I A
-W
B U
B
A
P L
T A
S
T A d w g
P L
T A
S
T A
S T
A T
I O
N
S
T A
T I O
N
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
E
S A
P E
A K
E
B
A Y
D
E L
A W
A R
E
A
R
Y L
A N
D
I N
L A
T
E R
W A
Y
D
E L
A W
A R
E
R
I V
E R
C-111
PHILADELPHIA
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, MARYLAND STATE PLANE COORDINATE ZONE U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
NORTH
PLAN
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 137+000 TO STA. 144+498
PLAN - STA. 137+000 TO STA. 144+498
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
AutoCAD SHX Text
19 DEC 2016
AutoCAD SHX Text
14 DEC 2016
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
F
L
A
S
H
F
L
O
D
F
L
A
S
H
F
L
O
D
F
L
A
S
H
F
L
O
D
E
CHANNEL CL, (TYP)
CHANNEL LIMIT, (TYP)
A
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
O
W N
D A
N T
E H
D W
K P
G S
P H
I L A
D E
L P
H I A
-W
B U
B
A
P L
T A
S
T A d w g
P L
T A
S
T A
S T
A T
I O
N
S
T A
T I O
N
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
E
S A
P E
A K
E
B
A Y
D
E L
A W
A R
E
A
R
Y L
A N
D
I N
L A
T
E R
W A
Y
D
E L
A W
A R
E
R
I V
E R
C-112
PHILADELPHIA
NORTH
PLAN
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, MARYLAND STATE PLANE COORDINATE ZONE U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 159+048 TO STA. 166+935
PLAN - STA. 159+048 TO STA. 166+935
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
AutoCAD SHX Text
13 DEC 2016
AutoCAD SHX Text
12 DEC 2016
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
R "50"
FLASH EBB TIDE
G "49"
FLASH EBB TIDE
A.S #14
A.S #15
CHANNEL CL, (TYP)
CHANNEL LIMIT, (TYP)
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
O
W N
D A
N T
E H
D W
K P
G S
P H
I L A
D E
L P
H I A
-W
B U
B
A
P L
T A
S
T A d w g
P L
T A
S
T A
S T
A T
I O
N
S
T A
T I O
N
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
E
S A
P E
A K
E
B
A Y
D
E L
A W
A R
E
A
R
Y L
A N
D
I N
L A
T
E R
W A
Y
D
E L
A W
A R
E
R
I V
E R
C-113
PHILADELPHIA
NORTH
PLAN
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, MARYLAND STATE PLANE COORDINATE ZONE U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 166+935 TO STA. 174+435
PLAN - STA. 166+935 TO STA. 174+435
AutoCAD SHX Text
12 DEC 2016
AutoCAD SHX Text
8 DEC 2016
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
G "37"
FLASH
FLOOD
TIDE
R "38"
FLASH FLOOD TIDE
R "36"
FLASH FLOOD TIDE
A.S. #16
CHANNEL CL, (TYP)
CHANNEL LIMIT, (TYP)
15 JUN 2018
13 JUN 2018
BOTTOM SAMPLE,
(TYP)
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
O
W N
D A
N T
E H
D W
K P
G S
P H
I L A
D E
L P
H I A
-W
B U
B
A
P L
T A
S
T A d w g
P L
T A
S
T A
S T
A T
I O
N
S
T A
T I O
N
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
E
S A
P E
A K
E
B
A Y
D
E L
A W
A R
E
A
R
Y L
A N
D
I N
L A
T
E R
W A
Y
D
E L
A W
A R
E
R
I V
E R
C-114
PHILADELPHIA
NORTH
PLAN
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, MARYLAND STATE PLANE COORDINATE ZONE U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 216+070 TO STA. 224+112
PLAN - STA. 216+070 TO STA. 224+112
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
A.S. #17 A.S. #18
A.S. #19
R "34"
FLASH FLOOD TIDE
G "33"
FLASH FLOOD TIDE
CHANNEL CL, (TYP)
CHANNEL LIMIT, (TYP)
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
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SHEET NUMBER
B Y
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D I S
T R
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B
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V I E
W E
D
B
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D E
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P L O
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C A
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B
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D A
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K P
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P H
I L A
D E
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H I A
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B U
B
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P L
T A
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T A d w g
P L
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T A
S T
A T
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C-115
PHILADELPHIA
NORTH
PLAN
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, MARYLAND STATE PLANE COORDINATE ZONE U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 225+000 TO STA. 232+500
PLAN - STA. 225+000 TO STA. 232+500
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
R "32"
FLASH FLOOD TIDE
G "31"
FLASH FLOOD TIDE
A.S. #20
CHANNEL CL, (TYP)
CHANNEL LIMIT, (TYP)
A.S. #19
A.S. #21
BOTTOM SAMPLE, (TYP)
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
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C O
N T
R A
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B E
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SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
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I S
S U
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U B
M I T
T A
L
D
A T
E
U S
A
R M
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C
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N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
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V I E
W E
D
B
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D E
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P H
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T A d w g
P L
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W A
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C-116
PHILADELPHIA
NORTH
PLAN
M A
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H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, MARYLAND STATE PLANE COORDINATE ZONE U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
PLAN - STA. 232+500 TO STA. 240+000
PLAN - STA. 232+500 TO STA. 240+000
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
G "25"
FLASH
EBB TIDE
A.S. #
R "26"
FLASH
EBB TIDE
G "27"
FLASH
EBB TIDE
CHANNEL CL, (TYP)
CHANNEL LIMIT, (TYP)
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
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B E
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SHEET NUMBER
B Y
D E
S C
R I P
T I O
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C T
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M I T
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D
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A
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C
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P H
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D E
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H I A
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B U
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P L
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T A d w g
P L
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T A
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I V
E R
C-117
PHILADELPHIA
PLAN - STA. 243+553 TO STA. 250+440
PLAN - STA. 243+553 TO STA. 250+440
NOTES:
1. MULTI-BEAM SOUNDINGS WERE SELECTED FOR PLOTTING PUPOSES ONLY, USING THE AVERAGE DEPTH WITHIN A
3'X3' CELL, AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS
USED TO PERFORM THE SOUNDING SELECTION.
2. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM
1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
3. HORIZONTAL REFERENCE - NAD 83, DELAWARE STATE PLANE, ZONE 0700, U.S.FOOT.
4. VERTICAL REFERENCE - MLLW WHICH IS 2.95 BELOW NAVD 88
NOAA TIDAL EPOCH - 1983 - 2001
5. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
6. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
7. ABBREVIATIONS AND SYMBOLS SHOWN ON SHEET C-001.
8. SEE SHEET C-301 FOR TYPICAL DREDGING CROSS SECTIONS.
NORTH
PLAN
37.00 - 37.99
36.00 - 36.99
35.00 - 35.99
0 - 34.99
38.00 - DEEPER
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
0 50 100 150 200 250 300 350 400050100150200250300350400
450'
PAY LIMITS
EXISTING BOTTOM
REQ'D DEPTH
-35
225' 225'
O
V E
R D
E P
T H
AREA OF REQUIRED
DREDGING (SEE NOTE 3)
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
0 50 100 150 200 250 300050100150200250300350400
VARIES
25' 25'
PAY LIMITS
EXISTING BOTTOM
REQ'D DEPTH.
-36
VARIES 140'
500550600650700 450750
O
V E
R D
E P
T H
AREA OF REQUIRED
DREDGING (SEE NOTE 3)
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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SHEET NUMBER
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B U
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N
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S d w g
T Y
P I C
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N A
N C
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C-301
PHILADELPHIA
NTS
TYPICAL SECTION & PAY LIMITS - STA. 0+000 TO STA. 99+000 (35'+1')
TYPICAL SECTION & PAY LIMITS - STA. 0+000 TO STA. 99+000
NTS
TYPICAL SECTION & PAY LIMITS - STA. 99+000 TO STA. 250+440 (36'+1')
TYPICAL SECTION & PAY LIMITS - STA. 99+000 TO STA. 250+440
SCALE IN FEET
050 50 100 200
05 5 10 20
H
V
SCALE IN FEET
050 50 100 200
05 5 10 20
H
V
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. COMPLETE CHANNEL GEOMETRY SHOWN IN APPENDIX C-51,
CENTERLINE AND EDGE COORDINATES IN THE SPECIFICATIONS.
3. AREAS OF DREDGING SHOWN ARE FOR ILLUSTRATIVE PURPOSES
ONLY TO SHOW REQUIRED DREDGING DEPTH. SEE PLAN SHEETS
C-103 TO C-117 FOR LOCATIONS OF REQUIRED DREDGING.
4. NO SIDE OR END SLOPES ARE PERMITTED IN THIS CONTRACT.
5. DREDGING WILL BE REQUIRED TO A DISTANCE OF 25 FEET OUTSIDE
THE CHANNEL LIMITS WHERE SHOALING OCCURS ALONG THE
CHANNEL EDGE WITHIN THE AUTHORIZED CHANNEL LIMITS FROM
STATION 99+000 TO STATION 250+440.
CSW-25
CSW-8
CSW-24
20A
CSW-23
CSW-26
9A
11C
CSW-31
18B
CSW-9
CSW-7
8A
CSW-10
CSW-33
13A
21D
7A
8B
12R
CSW-32
CSW-13
21S
11A
7B
PZ-3
PZ-1
PZ-2
PZ-4
PZ-5
APPROXIMATE LOCATION
OF EXISTING SHORELINE
CSW-28
CSW-27
CSW-37
APPROX. LOCATION
OF EX 30"Ø STEEL
DISCHARGE PIPES
(NOT AVAILABLE FOR
USE)
APPROX. LOCATION
OF TWO EX 36"Ø
HDPE PIPE
N 642,000
N 646,000
N 645,000
N 644,000
N 643,000
N 641,000
E
E
E
E
E
E
E
E
K
V
E
R
E
W
I C
K
W
I
I V
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B A
S
A D
P
O
A
D
M
A
R
Y
L
A
I V
E
O
B
N
E
B
L
U
F
F
R
O
A
D
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E
E
T
S
O
U
I V
E
M
ID
W
AY D
R
IVE
C I R
C
I V
E
S H
O R
T S
T R
E E
T
EX SLUICE BOX AND
CONCRETE PAD
EX GAS VENT
RISER (TYP)
EX GAS VENT
LATERAL
ACCESS ROAD ON
TOP OF DIKE AT
ELEV. +50.0± NAVD88
(SEE NOTE 2
ON SHEET C-402)
EX SETTLEMENT
PLATE (TYP)
EX RIPRAP
BASIN
3 EX 30" I.D. SOLID
HDPE OUTFLOW PIPES
EX EROSION PROTECTION
EX OUTLET CHANNEL
EX GEOCOMPOSITE
GAS VENT (UNDER
LLDPE LINER)
EX GEOCOMPOSITE
GAS VENT (UNDER
LLDPE LINER)
EX PIPES ABANDONED
IN PLACE (SEE NOTE 4
ON SHEET C-402)
EX DIKE TOE
MINIMALLY COVERED LINER AREA
(SEE NOTES 3 & 7
ON SHEET C-402)
DISCHARGE
PIPE LOCATION
(SEE NOTES 8 TO 12
ON SHEET C-402)
88' x 95' LLDPE
DISCHARGE SCOUR
APRON (SEE NOTE 7
ON SHEET C-402)
COVERED LINER AREA (TYP)
34.49
30.55
30.17
30.76
31.49
31.70
31.52
32.51
33.48
33.28
33.66
33.38
33.51
35.76
34.69
33.85
30.78
31.78
31.18
29.96
30.54
31.51
35.69
35.47
35.26
34.84
34.52
34.53
33.37
33.44
33.49
33.31
33.49
31.52
31.54
31.43
29.67
29.56
30.47
27.35
27.75
28.42
30.44
28.35
31.50
29.13
36.63
APPROXIMATE
LOCATION OF
EX EXTERIOR
DRAINAGE
CHANNEL
CONTRACTOR STAGING
AND STORAGE AREA
D
I
S
C
H
A
R
C
E
M
I
T
S
S
S
H
E
11R
14R
16A
CSW-35
CSW-36
CSW-34
CSW-38
CSW-39
CSW-29
CONTRACTOR STAGING
AND STORAGE AREA
EXISTING ACCESS ROAD
ON TOP OF DIKE
(SEE NOTE 2 ON SHEET C-402)
M
I N
C
O V
E R
25' 5' 25'
DREDGE PIPE
EXISTING ACCESS
ROAD
CRUSHED AGGREGATE RAMP, FULL
WIDTH OF ACCESS ROAD. PLACE AND
COMPACT IN HORIZONTAL LIFTS, MAX.
LOOSE LIFT THICKNESS OF 12"
AGGREGATE RAMP
C
L
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
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A T
I O
N
N
U M
B E
R
F I
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M A
R K
D W
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C O
N T
R A
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B E
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SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
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I S
S U
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U B
M I T
T A
L
D
A T
E
U S
A
R M
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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
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P L O
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C A
L E
C K
D
B
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O
W N
D A
N T
E H
D W
K P
G S
P H
I L A
D E
L P
H I A
-W
B U
B
A
C
A
N
P
E A
R C
E
C
R E
S
P O
S A
L
A
R E
A d w g
P L
E A
R C
E
C
R E
S
P O
S A
L
A
R E
A
S T
A T
I O
N
S
T A
T I O
N
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
E
S A
P E
A K
E
B
A Y
D
E L
A W
A R
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A
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Y L
A N
D
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L A
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E R
W A
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D
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A W
A R
E
R
I V
E R
C-401
PHILADELPHIA
PLAN - PEARCE CREEK DISPOSAL AREA
PLAN - PEARCE CREEK DISPOSAL AREA
NTS
DETAIL - DREDGE PIPE CROSSING
DETAIL - DREDGE PIPE CROSSING
NOTE:
1. FOR DISPOSAL AREA INSTRUMENTATION COORDINATES AND NOTES, SEE SHEET C-402.
NORTH
PLAN
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
INSTRUMENT # NORTHING EASTING
7A 643813.58 1596529.13
7B 643821.17 1596527.15
8A 643003.32 1595973.52
8B 642997.16 1595969.65
11A 645346.67 1599775.91
11C 645349.36 1599787.53
11R 645348.04 1599781.35
12R 640990.47 1599205.97
13A 643691.09 1602757.83
14R 640991.62 1599197.73
CSW-5 640418.88 1600881.04
CSW-7 643973.66 1596467.43
CSW-9 643685.64 1598170.76
CSW-10 642664.84 1597714.76
CSW-13 643662.83 1602744.43
INSTRUMENT #
CSW-23 642188.30 1596346.60
CSW-24 644827.00 1597764.90
CSW-25 643770.80 1597062.00
CSW-26 643516.90 1597485.20
CSW-27 641445.52 1598175.77
CSW-28 641442.56 1598166.43
CSW-29 642684.60 1597722.31
CSW-31 644664.68 1600500.66
CSW-32 643133.17 1601445.24
CSW-33 643140.60 1601442.80
CSW-34 641438.83 1598156.19
CSW-35 642576.53 1597167.44
CSW-36 641660.78 1601250.34
CSW-37 644963.20 1599108.26
CSW-38 643929.09 1600999.15
CSW-39 644425.57 1598434.78
PZ-1 644964.83 1599115.09
PZ-2 643933.02 1601006.90
PZ-3 642586.00 1602043.60
PZ-4 641654.70 1601244.74
PZ-5 641686.90 1600070.70
NORTHING EASTING INSTRUMENT # NORTHING EASTING
16A 642637.39 1597186.52
18B 644215.95 1598234.88
21D 642120.69 1602755.42
21S 642126.37 1602756.55
PEARCE CREEK INSTRUMENTATION LOCATIONS
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C-402
PHILADELPHIA
PEARCE CREEK DISPOSAL AREA NOTES:
1. FOR LEGEND AND GENERAL NOTES, SEE SHEET C-001.
2. THE TOP OF THE EXISTING PERIMETER DIKE SERVES AS AN ACCESS ROAD TO THE DISPOSAL FACILITY. THERE IS A 6" LAYER OF CR-6 CRUSHER RUN AGGREGATE ALONG THE TOP OF THE
PERIMETER DIKE AND IT SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT IF DAMAGED.
3. AT NO TIME SHALL THE CONTRACTOR BE PERMITTED TO ENTER INTO OR RUN EQUIPMENT INTO THE UNCOVERED / MINIMALLY COVERED LINER AREA (THE HATCHED AREA SHOWN). IF THE
LINER IS DAMAGED IN ANY WAY, IT SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT. THE COVERED LINER AREA MAY BE DRIVEN OVER ONLY WITH LOW GROUND
PRESSURE EQUIPMENT OR VEHICLES HAVING TIRE/TRACK PRESSURES LESS THAN 5 PSI AND AS APPROVED BY THE COR.
4. PIPES ABANDONED IN PLACE HAVE BEEN FILLED WITH CONCRETE AND COVERED WITH 3FT ± OF SOIL AND LINER WITHIN THE PERIMETER DIKE. THE CONTRACTOR SHALL TAKE ALL
NECESSARY PRECAUTIONS TO AVOID DAMAGE TO THE GROUTED PIPES.
5. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO THE FOLLOWING, SHALL BE PROTECTED AGAINST DAMAGE: WELLS, BOLLARDS, GAS VENTS, SLUICE PAD, OUTLET PIPES, RIPRAP
BASIN, LINER (COVERED AND UNCOVERED) AND SETTLEMENT PLATES. DAMAGE CAUSED TO ANY EXISTING FACILITIES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.
THE GOVERNMENT WILL BALLAST SELECTED SETTLEMENT PLATES WITH SANDBAGS IN THE VICINITY OF THE DISCHARGE LOCATIONS.
6. THE LIMITS OF FILL OVER LINER WERE SURVEYED ON 1 MARCH 2017. THE DMCF HAS BEEN UTILIZED SINCE THAT TIME AND ACTUAL CONDITIONS MAY VARY FROM THOSE SHOWN.
7. SCOUR APRON IS COMPRISED OF 3 LAYERS OF 40 MIL LINEAR LOW DENSITY POLYETHYLENE (LLDPE) GEOMEMBRANE PLACED OVER THE EXISTING COVER SOIL AND BALLASTED BY SAND
BAGS AROUND ITS PERIMETER.
8. ENSURE THAT THE DREDGE DISCHARGE PIPE(S) IS PLACED AT THE DISCHARGE LOCATION(S) SHOWN. THE LENGTH OF PIPE INSIDE THE DISPOSAL AREA SHALL BE SUFFICIENTLY AND SAFELY
SUPPORTED ALONG THE ENTIRE LENGTH BY TIMBER CRIBBING, AN EARTHEN EMBANKMENT, PIPE BARRELS OR OTHER MEANS APPROVED BY THE COR. DISCHARGE PIPE SUPPORTS ARE NOT
PERMITTED TO PENETRATE THE EXISTING GROUND SURFACE IN ANY WAY. SEE SPECIFICATIONS FOR FURTHER DETAILS ON SUPPORTING DISCHARGE PIPE.
9. DISCHARGE PIPE SHALL…
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