W912BU23B0003-Dwgs.pdf
PDF 39 MB Posted
- Solicitation number
- W912BU23B0003
About this file
This solicitation is for maintenance dredging of the Delaware River from Philadelphia, PA to Trenton, NJ. The U.S. Army Corps of Engineers, Philadelphia District intends to award a firm fixed contract to dredge approximately 500,000 cubic yards of sediment from the Delaware River navigation channel between Frankford Range (Station 18+000) and Newbold Range (Station 124+700) to a depth of 41 feet MLLW plus 1 foot allowable overdepth. Work will include mechanical dredging with placement of dredged material into the Palmyra Cove Disposal Area in Burlington County, New Jersey or the Money Island Disposal Area in Falls Township, PA. The solicitation number is W912BU23B0003 and responses are due by the date specified on the Federal Business Opportunities website.
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Other files
| File | Type | Posted |
|---|---|---|
| W912BU23B0003-AM0002-Dwgs.pdf | ||
| W912BU23B0003-AM0002-Specs.pdf | ||
| W912BU23B0003-Amendment 0001.pdf | ||
| W912BU23B0003-Specs.pdf | ||
| B.04.20 - DB_Wage_Rates_NJ_Hvy_NJ20230048.txt | TXT text file | |
| B.04.20 - DB_Wage_Rates_PA_Dredging_PA20230028.txt | TXT text file | |
| B.04.20 - DB_Wage_Rates_NJ_Dredging_NJ20230003.txt | TXT text file | |
| B.04.20 - DB_Wage_Rates_PA_Hvy_PA20230004.txt | TXT text file |
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®US Army Corps of Engineers
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SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
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PHILADELPHIA
MAINTENANCE DREDGING
PHILADELPHIA, PENNSYLVANIA TO TRENTON, NEW JERSEY
DELAWARE RIVER
11 APR 2023
W912BU23B0003
SUBMITTED:
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
CHIEF, ENGINEERING BRANCH
BARBARA F. MOFFATT 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. ANDREW J. SCHWAIGER, P.E.
SCALE IN MILES
VICINITY MAP
LOCATION
OF PROJECT
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OF WORK
LOCATION
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GENERAL
G-001 COVER SHEET
G-002 DRAWING INDEX SHEET
CIVIL
C-001 GENERAL INFORMATION SHEET
C-101 PLAN - GENERAL
C-102 PLAN - STA. 16+858 TO STA. 24+148
C-103 PLAN - STA. 24+148 TO STA.31+305
C-104 PLAN - STA. 31+305 TO STA. 37+873
C-105 PLAN - STA. 37+873 TO STA. 45+080
C-106 PLAN - STA. 45+080 TO STA. 51+056
C-107 PLAN - STA. 51+056 TO STA. 58+658
C-108 PLAN - STA. 58+658 TO STA. 65+823
C-109 PLAN - STA. 65+823 TO STA. 73+093
C-110 PLAN - STA. 73+093 TO STA. 80+426
C-111 PLAN - STA. 80+426 TO STA. 86+000
C-112 PLAN - STA.86+000 TO STA. 92+700
C-113 PLAN - STA. 92+700 TO STA. 97+700
C-114 PLAN - STA. 97+700 TO STA. 103+800
C-115 PLAN - STA. 103+800 TO STA. 111+000
C-116 PLAN - STA. 111+000 TO STA. 118+000
C-117 PLAN - STA. 118+000 TO STA. 125+000
C-118 PLAN - FAIRLESS TURNING BASIN
C-119 PLAN - FAIRLESS TURNING BASIN GEOMETRY
C-301 CHANNEL SECTIONS
C-302 CHANNEL SECTIONS
C-303 FAIRLESS TURNING BASIN SECTIONS
C-401 PLAN - PALMYRA COVE DISPOSAL AREA
C-402 PLAN - MONEY ISLAND CELL A DISPOSAL AREA
C-403 PLAN - BILES ISLAND DISPOSAL AREA
DREDGING LEGEND
COORDINATE - NORTHING AND EASTING
A.S. #8 ACCEPTANCE SECTION
CHANNEL CENTERLINE
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
DD/MMM/YYYY DD/MMM/YYYY
APPROXIMATE BORDERS OF GOVERNMENT OWNED
DISPOSAL AREAS TO BE USED IN CONTRACT
APPROXIMATE LOCATION OF WORK
REQUIRED DREDGING
DATE OF SURVEYS
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 XH: 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
ABBREVIATIONS
ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION
AD AREA DRAIN FDN FOUNDATION PSI POUNDS PER SQUARE INCH
ADDL ADDITIONAL FF FINISHED FLOOR PVI POINT OF VERTICAL INFLECTION
AFF ABOVE FINISHED FLOOR FIN FINISH RAD RADIUS
BD BOARD FL FLOOR REINF REINFORCEMENT
BIT BITUMINOUS FM FORCE MAIN REM REMOVABLE
BL or BASE LINE FT FOOT, FEET ROW RIGHT OF WAY
BLDG BUILDING FTG FOOTING S SOUTH
BM BEAM G GROUND SCH SCHEDULE
BMP BEST MANAGEMENT PRACTICE GOVT GOVERNMENT SECT SECTION
BOT BOTTOM GR GRADE SPEC SPECIFICATION
BVCE BEGINNING OF VERTICAL CURVE ELEVATION HORIZ HORIZONTAL SPRT SUPPORT
BVCS BEGINNING OF VERTICAL CURVE STATION HS HIGH STRENGTH SQ SQUARE
CL or CENTERLINE HT HEIGHT SST STAINLESS STEEL
CMU CONCRETE MASONRY UNIT HVY HEAVY STA STATION
CO CLEAN OUT IN INCH STD STANDARD
COL COLUMN INSUL INSULATION, INSULATED STRUCT STRUCTURAL
CONC CONCRETE IINT INTERIOR SUSP SUSPENDED
CONSTR CONSTRUCTION INV INVERT SYS SYSTEM
CONT CONTINUOUS LL LIVE LOAD TEMP TEMPORARY
CTRL CONTROL LP LOW POINT TD TRENCH DRAIN
CWL CONTRACTOR WORK LIMITS LT LIGHT TDO TRENCH DRAIN OUTLET PIPE
DET DETAIL LVC LENGTH OF VERTICAL CURVE TELE TELEPHONE
DGA DENSE GRADED AGGREGATE JCT JUNCTION TOPO TOPOGRAPHY
DIA DIAMETER MATL MATERIAL TYP TYPICAL
DIM DIMENSION MAX MAXIMUM UD UNDERDRAIN
DL DEAD LOAD MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE
DWG DRAWING MISC MISCELLANEOUS 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 or (E) EXISTING PIV POST INDICATOR VALVE W WEST
EXP EXPANSION, EXPOSED POT POINT OF TANGENT WL WATER LEVEL
EXP JT EXPANSION JOINT PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE
EXT EXTERIOR PNL PANEL W/O WITHOUT
FIG FIGURE SINGLE PSF POUNDS PER SQUARE FOOT
CL
BL
MLLW
3.1 9'
DELAWARE RIVER DATUM REFERENCE
(BRIDGEBURG TO DEVLIN RANGE)
STA. 16+617.06 TO 79+508.34
N.T.S.
ELEV. 0.00 (NAVD 88)
MLLW
3.2 3'
DELAWARE RIVER DATUM REFERENCE
(LEHIGH RANGE)
STA. 79+508.34 TO 83+503.17
N.T.S.
ELEV. 0.00 (NAVD 88)
MLLW
3.2 5'
DELAWARE RIVER DATUM REFERENCE
(CANAL RANGE)
STA. 83+503.17 TO 84+659.99
N.T.S.
ELEV. 0.00 (NAVD 88)
MLLW
3.2 7'
DELAWARE RIVER DATUM REFERENCE
(BRISTOL RANGE)
STA. 84+659.99 TO 88+547.52
N.T.S.
ELEV. 0.00 (NAVD 88)
MLLW
3.3 0'
DELAWARE RIVER DATUM REFERENCE
(KEYSTONE RANGE)
STA. 88+547.52 TO 91+097.80
N.T.S.
ELEV. 0.00 (NAVD 88)
MLLW
3.3 4'
DELAWARE RIVER DATUM REFERENCE
(LANDRETH RANGE)
STA. 91+097.80 TO 98+471.25
N.T.S.
ELEV. 0.00 (NAVD 88)
MLLW
3.3 8'
DELAWARE RIVER DATUM REFERENCE
(RIVERVIEW RANGE)
STA. 98+471.25 TO 99+685.56
N.T.S.
ELEV. 0.00 (NAVD 88)
MLLW
3.3 9'
DELAWARE RIVER DATUM REFERENCE
(FOUNDRY RANGE)
STA. 99+685.56 TO 101+038.20
N.T.S.
ELEV. 0.00 (NAVD 88)
MLLW
3.4 0'
DELAWARE RIVER DATUM REFERENCE
(CHURCH RANGE)
STA. 101+038.20 TO 102+177.92
N.T.S.
ELEV. 0.00 (NAVD 88)
MLLW
3.4 3'
DELAWARE RIVER DATUM REFERENCE
(FLORENCE RANGE)
STA. 102+177.92 TO 110+344.53
N.T.S.
ELEV. 0.00 (NAVD 88)
MLLW
3.4 8'
DELAWARE RIVER DATUM REFERENCE
(ROEBLING RANGE)
STA. 110+344.53 TO 112+430.95
N.T.S.
ELEV. 0.00 (NAVD 88)
MLLW
3.5 1'
DELAWARE RIVER DATUM REFERENCE
(KINKORA RANGE)
STA. 112+430.95 TO 119+400.85
N.T.S.
ELEV. 0.00 (NAVD 88)
MLLW
3.5 5'
DELAWARE RIVER DATUM REFERENCE
(PENN TO NEWBOLD RANGE)
STA. 119+400.85 TO 124+676.76
N.T.S.
ELEV. 0.00 (NAVD 88)
REQUIRED DREDGING
ALLOWABLE
OVERDEPTH
EXISTING BOTTOM
CROSS SECTION LEGEND
BRUSHLINE
CABLE MARKER
DROP INLET
FENCE
FIRE HYDRANT
GUARD RAIL
LIGHT POLE
POST
SIGN
SWAMP
TRAFFIC LIGHT
TREE
TREELINE
UTILITY POLE
VALVE
WATER LINE
RAILROAD TRACKS
MISCELLANEOUS POLE
CATCH BASIN
UNIDENTIFIED OBJECT
MONITORING WELL
TRANSMISSION POLE
BUILDING
PAVED ROAD
DIRT ROAD TRAIL
MINOR CONTOUR
MAJOR CONTOUR
SPOT ELEVATION
DEPRESSION CONTOUR
SIDEWALK
DISPOSAL AREA LEGEND
METAL COVER
PILE OUTLINE RIP-RAP OUTLINE
CONTROL POINT
BOUNDARY LINE
41 FOOT CONTOUR
GENERAL NOTES:
1. THE EXISTING SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED FROM 11 OCTOBER 2022 TO 16 NOVEMBER 2022, AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.
EXACT SURVEY DATE IS NOTED ON EACH PLAN SHEET.
2. HORIZONTAL REFERENCE - NAD 83, NEW JERSEY STATE PLANE, ZONE 2900, US SURVEY FEET.
3. SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO MEAN LOWER LOW WATER (MLLW). SEE DETAILS
ON THIS SHEET FOR THE TIDAL REFERENCE FROM NOAA'S TIDAL EPOCH - 1983-2001.
4. SOUNDINGS WERE SELECTED FOR PLOTTING PURPOSES ONLY USING THE MINIMUM DEPTH WITHIN A 30'x30' CELL AND SHIFTED TO THE CELL'S CENTER. HYPACK MATRIX PROGRAM WAS USED TO PERFORM THE SOUNDING
SELECTION.
5. DUE TO VARIATIONS IN RESOLUTION BETWEEN COLOR BANDS AND CONTOURS, SOME MINOR DISCREPANCIES MAY BE NOTED. COLOR BANDS ARE FOR PLOTTING PURPOSES ONLY. SOUNDINGS USING THE AVERAGE DEPTH WITHIN A 3'X3' CELL, AND SHIFTING TO THE CELL'S CENTER. HYPACK MATRIX PROGRAM WAS USED TO PERFORM THE
SOUNDING SELECTION.
6. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL
EM1110-2-1003, FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
7. QUESTIONS CONCERNING BOTH HORIZONTAL AND VERTICAL CONTROL SHOULD BE DIRECTED TO PHILADELPHIA DISTRICT CORPS OF ENGINEERS SURVEY BRANCH POC, STEPHEN FARRELL, AT (215) 656-6790.
8. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED
FOR NAVIGATION.
9. FOR CHANNEL CENTERLINE GEOMETRY, SEE THE CONTRACT SPECIFICATIONS.
GENERAL NOTES - DISPOSAL AREAS:
1. THE GOVERNMENT FURNISHED DISPOSAL AREAS AVAILABLE FOR USE UNDER THIS CONTRACT ARE PALMYRA COVE, MONEY ISLAND CELL A, AND BILES ISLAND DISPOSAL AREA. SEE SHEETS C-401 THROUGH
C-403 FOR DISPOSAL AREA PLANS.
2. ALL DREDGED MATERIAL BETWEEN STATIONS 18+000 AND 96+000 MUST BE PLACED IN THE PALMYRA COVE DISPOSAL AREA. DREDGED MATERIAL ABOVE STATION 96+000 MUST BE PLACED IN EITHER THE MONEY
ISLAND DISPOSAL AREA OR THE BILES ISLAND DISPOSAL AREA.
3. THE END OF ALL DISCHARGE PIPES SHALL BE LOCATED INSIDE THE DISPOSAL AREA LIMITS AS SPECIFIED IN THE CONTRACT SPECIFICATIONS SECTION 35 20 23. PIPE SHALL BE LOCATED SUCH THAT THE DISCHARGE DOES NOT SCOUR THE SLOPE FACE OR THE TOE-OF-SLOPE OF THE DISPOSAL AREA DIKE IN
THE VICINITY OF THE DISCHARGE AREA.
4. BORROW FOR DIKING MATERIAL MAY BE OBTAINED FROM WITHIN THE DISPOSAL AREAS, BUT NOT CLOSER
THAN 50 FEET FROM THE INSIDE TOE OF THE DIKE SECTIONS.
5. SHOULD THE CONTRACTOR DESIRE TO MODIFY THE DISCHARGE LIMITS SHOWN, APPROVAL MUST BE
GRANTED BY THE CONTRACTING OFFICER PRIOR TO MODIFICATION.
6. TOPOGRAPHY SHOWN WAS GENERATED USING PHOTOGRAMMETRIC METHODS BASED ON AERIAL
PHOTOGRAPHY DATED DECEMBER 19, 2018 AND UPDATED WITH A TOP OF DIKE SURVEY APRIL 06, 2020 FOR MONEY ISLAND DISPOSAL AREA. TOPOGRAPHY AT PALMYRA DISPOSAL AREA WAS GENERATED FROM AERIAL PHOTOGRAPHY DATED NOVEMBER 12, 1998. TOPOGRAPHY AT BILES WAS GENERATED FROM AERIAL PHOTOGRAPHY DATED JANUARY 7, 2021. THE INFORMATION SHOWN CAN ONLY BE CONSIDERED INDICATIVE OF THE SITE CONDITIONS AS THEY EXISTED AT THAT TIME. EARTHWORK ACTIVITIES HAVE TAKEN PLACE SINCE THE DATE OF PHOTOGRAPHY. CONTRACTORS ARE ENCOURAGED TO VISIT THE SITES WHERE WORK IS TO BE PERFORMED TO ACQUAINT THEMSELVES WITH EXISTING CONDITIONS THAT
COULD AFFECT THE PROJECT COST.
7. HORIZONTAL REFERENCE - NAD 83, NEW JERSEY STATE PLANE, ZONE 2900, US SURVEY FEET.
8. THE VERTICAL REFERENCE FOR PALMYRA COVE IS NAVD88.
9. THE VERTICAL REFERENCE FOR MONEY ISLAND DISPOSAL AREA IS MSL WHICH IS 0.48 ABOVE NAVD88.
10. THE VERTICAL REFERENCE FOR BILES ISLAND IS MSL, EXCEPT FOR THE SOUNDINGS SHOWN IN AREAS 2
THROUGH 4 ARE BASED ON NAVD88.
LIGHT BUOY
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PARKING AREA
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AREA
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ATHLETIC
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TA
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S
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PA
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ST
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AV
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LIN
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N
AV
EN
UE
GR
AN
T
AV
EN
UE
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SEWERAGE
NJ
ST
AT
E P
LA
NE
SEWERAGE
PLANTTREATMENT
TANKS
ATHLETICATHLETICFIELDFIELD
SUBSTATION
TANKS
TANKS
ATHLETICFIELD
RIVER
ROAD
E BROAD STREETSTREET
CINNAMINSON
AVENUE
TEMPLE BLVD
ROAD
STATE
ASHBURNER
STREET
AVENUE
TORRESDALE
CO
TT
MA
N
AV
EN
UE
PR
IN
CE
TO
N
AV
EN
UE
NEW STATE
ROAD
PENNYPACK
CREEK
Pennypack Creek
E A S T R I V E R T O N
T E N M I L E P O I N
T
House of Correction
RANCOCAS CREEK
Poquessing Creek
D R E D G E H A R B O R
Sedimentation Basin
Fish Hatchery
H A W K I S L A N D
TIOGA MARINE TERMINAL
Pi er
H Pi er GPi er D
Pi er
E
Tioga II Tioga I Marine Terminal
Pi er
Pi er
Pi er
Pi er
Richmond Generating StationPhila. Electric Co.
Five Mile Point
FrankfordCreek
Dock 1 Lower Dock
Dock 2
Fisher Point
FITLER
FRANKFORD CREEK
Pennsauken Creek
PARKINGAREA
ST
AT
IO
N
W
HA
RF
RIVER ROAD
RAILROAD
PALMYRA
ST
A.
0+
ST
A.
4+
4.7
ST
A.
6+
8.5
STA. 10+651.37
STA. 16+617.06 ST
A.
+4
.60
ST
A.
+8
.29
ST
A.
+9
.04
STA. 40+438.49
ST
A.
+6
.75
ENTERPRISE RANGE
MUD ISLAND RANGE
TORRESDALE RANGE
TACONY RANGE
HARBOR RANGE
FISHER
RANGE
DRAW
RANGE
DELAIR
RANGE
BRIDESBURG
RANGE
FRANKFORD
RANGE
RIVERTON
PHILADELPHIA
RIVERSIDE
SEE SHEET C-102
SEE SHEET C-103
SEE SHEET C-104
SEE SHEET C-105
SEE SHEET C-106
SEE SHEET C-107
PALMRA DISPOSAL AREA
SEE SHEET C-401
SUBSTATION
WATERTOWER
SUBSTATION
CEMETERY
SEWERAGE TREATMENTPLANT
SE
WER
AG
E T
RE
AT
ME
NT
PL
AN
T
SEW
ERAGE TREATMENT
PLANT
CONVEYOR
WEST BROAD
SHADELANEDE
VL
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AV
EN
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STREET
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LINDEN
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COTTAGE AVENUE
CHURCHSTREET
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STEVENSONAVENUE
W
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DL
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AV
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SUMMIT
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PENNSYLVANIA AVENUE
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CR
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ST
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BU
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PA
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TANK
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STREET
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NE
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STREET
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AVENUE
DELAW
ARE
AVENUE
SPRUCE
OLIVER
STREET
WINTER
STREET
STREET
FLORENCE 3
TANK
BUILDING U/C
SEWERAGE TREATMENT
PLANT
RI
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STREET
FO
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T
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N
LA
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RO
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AVENUE
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AV
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DA
M
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DU
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STATE MARINA
BURLINGTON ISLAND
BEVERLY
FLORENCE
BORDENTOWN
BR
IS
TA
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MONEY ISLAND DISPOSAL AREA
SEE SHEET C-402
BURLINGTON
ST
A.
+9
.52
ST
A.
+9
.86
ST
A.
+2
.15
ST
A.
+5
.34
STA. 83+503.17
ST
A.
+6
.99
ST
A.
+5
.52
STA. 91+097.80
STA. 98+471.25
ST
A.
+6
.56
ST
A.
1+
8.2
ST
A.
2+
7.9
ST
A.
0+
4.5
ST
A.
2+
0.9
ST
A.
9+
0.8
ST
A.
1+
7.1
(S
TA
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HO
RI
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D
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HA
NN
EL
ST
A.
4+
6.7
ST
A.
5+
2.7
STA. 131+951.24
STA. 133+440.76
STA. 137+381.87
STA. 145+009.95
STA. 146+462.27
STA. 148+776.23
STA. 150+669.12
STA. 151+818.05
DU
CK
IS
LA
ND
R
AN
GE
BO
RD
EN
TO
WN
RA
NG
E
RARITAN RANGE
WHITEHILL RANGE
BLAKE RANGE
NEWBOLD
RANGE
PENN
RANGE
KINKORA RANGE
ROEBLING
RANGE
FLORENCE RANGE
CHURCH
RANGE
FOUNDRY
RANGE
RIVERVIEW
RANGE
LANDRETH R
ANGE
KEYSTONE RANGE
BRISTOL RANGE
LEHIGH RANGEDEVLIN RANGE
EDGEWATER RANGE
BEVERLY RANGE
BRISTOL
CROYDON
CANAL
RANGE
(E
ND
O F A
UT
HO
RI
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D
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HA
NN
EL
ST
A.
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STA
. 93
+40
PERRIW
IG RANGE
BILES ISLAND RANGE
STA. 153+040.69
COCHRAN RANGE
MOON RANGE
TRENTON RANGE
ST
A.
+0
ST
A.
+6
ST
A.
2+
STA. 105+200
STA. 108+200
ST
A.
1+
ST
A.
3+
ST
A.
8+
ST
A.
0+
ST
A.
2+
ST
A.
6+
AREA 28A DISPOSAL AREA
(NOT AVAILABLE IN THIS CONTRACT)
SEE SHEETS
C-118 AND C-119
SEE SHEET C-117
SEE
SHEET C-116
ST
A.
3+
ST
A.
7+
ST
A.
4+
STA. 109+700
STA. 145+000.00
STA. 130+000.00
SEE SHEET C-108
SEE SHEET C-109 SEE SHEET C-110
SEE SHEET C-111
SEE SHEET C-112
SEE SHEET C-113
SEE SHEET C-115
SEESHEETC-114
BILES ISLAND DISPOSAL AREA
SEE SHEET C-403
1 GENERAL PLAN STA. 0+000 TO STA. 58+657.71 GENERAL PLAN STA. 0+000 TO STA. 58+657.7
2 GENERAL PLAN STA. 58+657.7 TO STA. 153+040.92 GENERAL PLAN STA. 58+657.7 TO STA. 153+040.9
NORTH
PLAN
NORTH
PLAN
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. FOR CHANNEL SECTIONS SEE SHEETS C-301 AND C-302, AND FAIRLESS TURNING BASIN
SECTIONS ON SHEET C-303.
NOTES:
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
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SO
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C
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16+617.06
427,000
8,0
6,0
FITLE
R
18+477.60
17+171.95
17+575.65
18+000
17+000
FRANKFORD RANGE
21+777.79
22+000
22+777.79
23+000
21+577.79
21+00020+577.79
20+000
19+379.69
19+000
BRIDESBURG R
ANGE
FRANKFORD CREEK
TACONY PALMYRA BRIDGE
24+000
431,000
430,000
429,000
428,000
427,000 427,000
428,000
7,0
9,0
0,0
1,0
2,0
2,0
1,0
0,0
9,0
8,0
7,0
6,0
24+224.69
430,000
429,000
A.S. #1
PLAN - STA 16+858.4 TO STA 24+147.5
PLAN - STA 16+858.4 TO STA 24+147.5
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
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SO
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C
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N N
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PH
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NA
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GI
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PL
AN
ST
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6+
8 T O
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N
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR PALMYRA COVE DISPOSAL AREA
PLAN.
3. SEE SHEET C-301 AND C-302 FOR CHANNEL SECTIONS.
NOTES:
M
ATCHLINE
M
ATCHLINE
RE: C-103
RE: C-103
C-301
40.99 - 41.99
0 - 40.99
>= 42.00
LEGEND
(EXISTING DEPTHS)
24+000
429,000
430,000
2,0
24+224.69
24+877.29
25+000
26+000
27+000
28+000
29+000
25+530.19
30+000
433,000
432,000
430,000
TACONY RANGE
429,000
432,000
431,000
430,000
429,000
4,0
5,0
6,0
7,0
8,0
9,0
7,0
6,0
5,0
4,0
3,0
2,0
3,0
A.S. #2
PLAN - STA 24+147.5 TO STA 31+304.5
PLAN - STA 24+147.5 TO STA 31+304.5
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
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SO
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C
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N N
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PH
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A
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NA
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GI
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PL
AN
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T O
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4+
8 T O
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.dw g
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PH
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1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR PALMYRA COVE DISPOSAL AREA
PLAN.
3. SEE SHEETS C-301 AND C-302 FOR CHANNEL SECTIONS.
NOTES:
M
ATCHLINE
M
ATCHLINE
RE: C-104
RE: C-104
M
ATCHLINE
M
ATCHLINE
RE: C-102
RE: C-102
40.99 - 41.99
0 - 40.99
>= 42.00
LEGEND
(EXISTING DEPTHS)
C-301
30+000
8,0
TO
RRESDALE
R
ANGE
33+000
34+000
35+000
36+000
31+000
Pennypack Creek
E A S T R I V
E R T O N
T E N
M
I L E
P O
I N T
Hou se of Corr ec tio n
31+998.04
32+623.14
31+373.94
38+000
37+000
438,000
437,000
436,000
435,000
434,000
433,000
434,000
435,000
436,000
437,000
438,000
0,0
1,0
2,0
3,0
4,0
8,0
9,0
0,0
1,0
2,0
3,0
438,000
4,0
PLAN - STA 31+304.5 TO STA 37+873.3
PLAN - STA 31+304.5 TO STA 37+873.3
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR PALMYRA COVE DISPOSAL AREA
PLAN.
3. SEE SHEET C-301 AND C-302 FOR CHANNEL SECTIONS.
NOTES:
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
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SO
LI
C
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N N
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PL
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T O
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C-
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1+
5 T O
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2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
MATCHLINE
MATCHLINE
RE: C-105
RE: C-105
M
ATCHLINE
M
ATCHLINE
RE: C-103
RE: C-103
41.00 - 41.99
0 - 40.99
>= 42.00
37+000
438,000
3,0
42+000 39+000
40+000
TORRESDALE
R
ANGE
MUD IS
LAND RANGE
38+000
RANCOCAS RIVER
D R E D G E H A R B O R
Sedi ment atio n B asi n
Fis h H atc he ry H A W K I S L A N D
39+883.09
40+438.49
40+993.89
43+000
44+000
45+000 442,000
441,000
440,000
439,000
438,000
442,000
441,000
440,000
439,000
438,000
4,0
5,0
6,0
7,0
8,0
9,0
3,0
4,0
5,0
6,0
7,0
8,0
9,0
PLAN - STA 37+873.3 TO STA 45+079.8
PLAN - STA 37+873.3 TO STA 45+079.8
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
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C O
N
TR
AC
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N U
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R
SHEET NUMBER
BY
D
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C
R
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TI
O
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ON
"X
IS
SU
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SU
BM
IT
TA
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D
AT
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A
RM
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NG
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TR
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D W
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R
EV
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W
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B
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D
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B Y:
PL
O
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SC
AL
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C
KD
B Y:
PHILADELPHIA
C-105
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
+8
T O
ST
A.
+0
C-
5 P
LA
N
- S
TA
. 3
7+
3 T O
ST
A.
+0
.dw g
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
DA
N
MG
M
41.00 - 41.9941.00 - 41.99
0 - 40.99
>= 42.00
LEGEND
(EXISTING DEPTHS)
MATCHLINE
MATCHLINE
RE: C-104
RE: C-104 1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR PALMYRA COVE DISPOSAL AREA
PLAN.
3. SEE SHEET C-301 AND C-302 FOR CHANNEL SECTIONS.
NOTES:
MATCHLINE
MATCHLINE
RE: C-106
RE: C-106
44+000
45+000
7,0
8,0
+5
46+000
47+000
45+000
49+000
48+000
MUD IS
LAND RANGE
49+951.75
+6
.75
51+000
GOLF COURSE
ST
AT
E
MILL
RO
AD
GRANT
AVENUE
POQUESSING
CREEK
443,000
444,000
445,000
446,000
447,000
443,000
444,000
445,000
447,000
8,0
9,0
0,0
1,0
2,0
3,0
4,0
7,0
4,0
52+000
51+500
447,000
4,0
8,0
9,0
0,0
1,0
2,0
3,0
446,000
PLAN - STA 45+079.8 TO STA 51+056.2
PLAN - STA 45+079.8 TO STA 51+056.2
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
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SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
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C O
N
TR
AC
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N U
M
BE
R
SHEET NUMBER
BY
D
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C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
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U.
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RM
Y
CO
RP
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OF
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NG
IN
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D
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TR
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D W
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R
EV
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W
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B
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D
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B Y:
PL
O
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SC
AL
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C
KD
B Y:
PHILADELPHIA
C-106
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
+0
T O
ST
A.
+0
C-
6 P
LA
N
- S
TA
. 4
5+
0 T O
ST
A.
+0
.dw g
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
41.00 - 41.99
0 - 40.99
>= 42.00
LEGEND
(EXISTING DEPTHS)
MATCHLINE
MATCHLINE
RE: C-105
RE: C-105
M
ATCHLINE
M
ATCHLINE
RE: C-107
RE: C-107
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR PALMYRA COVE DISPOSAL AREA
PLAN.
3. SEE SHEET C-301 AND C-302 FOR CHANNEL SECTIONS.
NOTES:
447,000
4,0
52+000
53+000
54+000
55+000
56+000
57+000
58+000
ENTERPRISE RANGE
PARKING AREA
PARKING
AREA
STATE
STATION
WHARF
RIVER
ROAD
51+500
448,000
449,000
450,000
446,000
447,000
448,000
5,0
6,0
7,0
8,0
9,0
0,0
4,0
5,0
6,0
7,0
8,0
9,0
0,0
59+000
449,000
446,000
A.S. #3
1 PLAN - STA 51+056.2 TO STA 58+657.81 PLAN - STA 51+056.2 TO STA 58+657.8
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
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C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
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U.
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A
RM
Y
CO
RP
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OF
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NG
IN
EE
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D
IS
TR
IC
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D W
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R
EV
IE
W
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B
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D
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B Y:
PL
O
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SC
AL
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C
KD
B Y:
PHILADELPHIA
C-107
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
+0
T O
ST
A.
+6
C-
7 P
LA
N
- S
TA
. 5
1+
6 T O
ST
A.
+6
.dw g
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR PALMYRA COVE DISPOSAL AREA
PLAN.
3. SEE SHEET C-301 AND C-302 FOR CHANNEL SECTIONS.
NOTES:
M
ATCHLINE
M
ATCHLINE
RE: C-108
RE: C-108
M
ATCHLINE
M
ATCHLINE
RE: C-105
RE: C-105
40.99 - 41.99
0 - 40.99
>= 42.00
449,000
59+000
PARKING
AREA
TANK
TANKS TA
NK
S
PARKING
AREA
PARKING
60+000
60+410.50
60+986.53
+0
+0
+0
+4
.44
+5
.25 BEVERLY RANGE
66+000
64+934.86
65+466.53
ENTERPRISE RANGE
451,000
452,000
453,000
454,000
449,000
450,000
1,0
2,0
3,0
4,0
5,0
6,0
7,0
1,0
2,0
3,0
4,0
5,0
6,0
7,0
66+000
452,000
453,000
454,000
A.S. #4
A.S. #5
A.S. #4
PLAN - STA 58+657.8 TO STA 65+822.6
PLAN - STA 58+657.8 TO STA 65+822.6
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
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U.
S.
A
RM
Y
CO
RP
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OF
E
NG
IN
EE
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D
IS
TR
IC
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D W
N B
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R
EV
IE
W
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B
Y:
D
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B Y:
PL
O
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SC
AL
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C
KD
B Y:
PHILADELPHIA
C-108
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
+6
T O
ST
A.
+8
C-
8 P
LA
N
- S
TA
. 5
8+
8 T O
ST
A.
+8
.dw g
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
41.00 - 41.99
0 - 40.99
>= 42.00
LEGEND
(EXISTING DEPTHS)
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR PALMYRA COVE DISPOSAL AREA
PLAN.
3. SEE SHEET C-301 AND C-302 FOR CHANNEL SECTIONS.
M
ATCHLINE
M
ATCHLINE
RE: C-107
RE: C-107
M
ATCHLINE
M
ATCHLINE
RE: C-109
RE: C-109
66+000
452,000
454,000
66+000
67+000
68+000
69+000
70+000
71+000
72+000
72+581.43
73+000
455,000
451,000
452,000
8,0
9,0
0,0
1,0
2,0
3,0
4,0
8,0
9,0
0,0
1,0
2,0
3,0
4,0
453,000
455,000
453,000
A.S. #5
A.S. #5
A.S. #7
A.S. #8
A.S. #9
1 PLAN - STA 65+822.6 TO STA 73+093.01 PLAN - STA 65+822.6 TO STA 73+093.0
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
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SU
BM
IT
TA
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D
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U.
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A
RM
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CO
RP
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OF
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NG
IN
EE
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D
IS
TR
IC
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D W
N B
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R
EV
IE
W
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B
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D
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B Y:
PL
O
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SC
AL
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C
KD
B Y:
PHILADELPHIA
C-109
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
+8
T O
ST
A.
+0
C-
9 P
LA
N
- S
TA
. 6
5+
3 T O
ST
A.
+0
.dw g
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR PALMYRA COVE DISPOSAL AREA
PLAN.
3. SEE SHEET C-301 AND C-302 FOR CHANNEL SECTIONS.
NOTES:
M
ATCHLINE
M
ATCHLINE
RE: C-109
RE: C-109
M
ATCHLINE
M
ATCHLINE
RE: C-110
RE: C-110
41.00 - 41.99
0 - 40.99
>= 42.00
LEGEND
(EXISTING DEPTHS)
81+000
LE
HI
GH
R
AN
GE
456,000
457,000
1,0
453,000
4,0
75+000
76+000
77+000
79+508.34
82+000
78+000
456,000
4,0
6,0
8,0
0,0
6,0
8,0
5,0
7,0
9,0
1,0
5,0
7,0
9,0
1,0
453,000
455,000
457,000
453,000
454,000
455,000
457,000
0,0
74+000
A.S. #8
A.S. #9
A.S. #10
A.S
1 PLAN - STA 73+093.0 TO STA 80+426.11 PLAN - STA 73+093.0 TO STA 80+426.1
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
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C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
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D
AT
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U.
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A
RM
Y
CO
RP
S
OF
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NG
IN
EE
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D
IS
TR
IC
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D W
N B
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R
EV
IE
W
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B
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D
ES
B Y:
PL
O
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SC
AL
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C
KD
B Y:
PHILADELPHIA
C-110
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
+0
T O
ST
A.
+4
C-
0 P
LA
N
- S
TA
. 7
3+
3 T O
ST
A.
+4
.dw g
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
M
ATCHLINE
M
ATCHLINE
RE: C-109
RE: C-109
MATCHLINE
MATCHLINE
RE: C-111
RE: C-111
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR PALMYRA COVE DISPOSAL AREA
PLAN.
3. SEE SHEET C-301 AND C-302 FOR CHANNEL SECTIONS.
NOTES:
41.00 - 41.99
0 - 40.99
>= 42.00
81+000
83+000
83+156.94
83+503.17
LE
HI
GH
R
AN
GE
84+659.99
84+000
CANAL R
ANGE
85+097.19
BRISTOL RANGE
85+000
86+000
BURLIN
GTON IS
LA
ND
456,000
458,000
459,000
460,000
455,000
457,000
458,000
459,000
460,000
1,0
2,0
3,0
4,0
5,0
6,0
7,0
1,0
2,0
3,0
4,0
7,0
82+000
1,0
455,000
457,000
A.S
A.S. #1
PLAN - STA 80+426.1 TO STA 86+000
PLAN - STA 80+426.1 TO STA 86+000
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
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C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
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AC
TI
ON
"X
IS
SU
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SU
BM
IT
TA
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D
AT
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U.
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A
RM
Y
CO
RP
S
OF
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NG
IN
EE
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D
IS
TR
IC
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D W
N B
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R
EV
IE
W
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B
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D
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B Y:
PL
O
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SC
AL
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C
KD
B Y:
PHILADELPHIA
C-111
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
+4
T O
ST
A.
+0
C-
1 P
LA
N
- S
TA
. 8
0+
6 T O
ST
A.
+0
.dw g
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR PALMYRA COVE DISPOSAL AREA
PLAN.
3. SEE SHEET C-301 AND C-302 FOR CHANNEL SECTIONS.
NOTES:
MATCHLINE
MATCHLINE
RE: C-110
RE: C-110
M
ATCHLINE
M
ATCHLINE
RE: C-112
RE: C-112
40.00 - 40.99
0 - 39.99
>= 42.00
86+000
87+000
88+000
88+547
BRISTOL RANGE
89+000
90+000
91+098
92+000
KETS
TO
NE RANGE
460000
461000
462000
463000
464000
460000
461000
462000
463000
464000
465000
PENN ST
FRANKLIN ST
WOOD ST
EAGLE LN
DORRANCE ST
POND ST
A.S. #1
A.
S.
#1
A.
S.
#1
STA. 88+000
STA. 90+549
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
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C O
N
TR
AC
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N U
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BE
R
SHEET NUMBER
BY
D
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C
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IP
TI
O
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AC
TI
ON
"X
IS
SU
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SU
BM
IT
TA
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D
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U.
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A
RM
Y
CO
RP
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OF
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NG
IN
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D
IS
TR
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D W
N B
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R
EV
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W
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B
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D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
PHILADELPHIA
C-112
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
+0
T O
ST
A.
+7
C-
2 P
LA
N
- S
TA
.86
+0
T O
ST
A.
+7
.dw g
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR PALMYRA COVE DISPOSAL AREA
PLAN.
3. SEE SHEET C-301 AND C-302 FOR CHANNEL SECTIONS.
NOTES:
M
ATCHLINE
M
ATCHLINE
RE: C-111
RE: C-111
MATCHLINE
MATCHLINE
RE: C-113
RE: C-113
40.99 - 41.99
0 - 40.99
>= 42.00
LEGEND
1 PLAN - STA 86+000 TO STA 92+7001 PLAN - STA 86+000 TO STA 92+700
LA
ND
RE
TH
R
AN
GE
93+000
94+000
95+000
96+000
97+000
466000
468000
469000
466000
467000
468000
469000
467000
465000
465000
A.
S.
#1
STA. 93+000
STA. 98+000
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
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R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
PHILADELPHIA
C-113
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
+7
T O
ST
A.
+7
C-
3 P
LA
N
- S
TA
. 9
2+
0 T O
ST
A.
+7
.dw g
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR PALMYRA COVE DISPOSAL AREA PLAN
3. SEE SHEET C-402 FOR MONEY ISLAND DISPOSAL AREA PLAN.
4. SEE SHEET C-403 FOR BILES ISLAND DISPOSAL AREA PLAN.
5. SEE SHEET C-301 FOR CHANNEL SECTIONS.
NOTES:
MATCHLINE
MATCHLINE
RE: C-114
RE: C-114
MATCHLINE
MATCHLINE
RE: C-112
RE: C-112
40.99 - 41.99
0 - 40.99
>= 42.00
LEGEND
NTS1 PLAN - STA 92+700 TO STA 97+7001 PLAN - STA 92+700 TO STA 97+700
LA
ND
RE
TH
R
AN
GE
RIVE
RVIE
W RAN
GE
101+038
FOUNDRY RANGE
CHURCH RANGE
103+000
104+000
97+000
98+000
98+472
99+686
102+178
469000
471000
472000
470000
471000
472000
473000
474000
473000
474000
469000
470000
472000
470000
A.S
A.S. #15
STA. 98+000
STA. 101+000
STA. 104+000
1 PLAN - STA 97+700 TO STA 103+8001 PLAN - STA 97+700 TO STA 103+800
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
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U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
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R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
PHILADELPHIA
C-114
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
+7
T O
ST
A.
3+
C-
4 P
LA
N
- S
TA
. 9 7+
0 T
O
ST
A.
3+
0.d wg
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
MATCHLINE
MATCHLINE
RE: C-113
RE: C-113
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-402 FOR MONEY ISLAND DISPOSAL AREA PLAN.
3. SEE SHEET C-301 FOR CHANNEL SECTIONS.
NOTES:
M
AT
CH
LI
NE
M
AT
CH
LI
NE
RE
: C
-1
RE
: C
-1
40.99 - 41.99
0 - 40.99
>= 42.00
LEGEND
(EXISTING DEPTHS)
FLORENCE RANGE
104+000
105+000
106+000
107+000
108+000
109+000
110+345
469000
470000
471000
472000
469000
472000
473000
470000
471000
472000
473000
00 40
473000
470000
471000
472000
473000
A.S. #16
STA. 104+000
STA. 108+500
STA. 111+000
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
PHILADELPHIA
C-115
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
3+
0 T O
ST
A.
1+
C-
5 P
LA
N
- S
TA
. 1
+8
T O
ST
A.
1+
0.d wg
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
M
ATC
H
LIN
E
M
ATC
H
LIN
E
R E: C
-116
R E: C
-116
M
AT
CH
LI
NE
M
AT
CH
LI
NE
RE
: C
-1
RE
: C
-1
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-402 FOR MONEY ISLAND DISPOSAL AREA PLAN.
3. SEE SHEET C-301 FOR CHANNEL SECTIONS.
NOTES:
41.00 - 41.99
0 - 40.99
>= 42.00
LEGEND
(EXISTING DEPTHS)
C-301
NTS1 PLAN - STA 103+800 TO STA 111+0001 PLAN - STA 103+800 TO STA 111+000
110+345
112+431
113+000
114+000
115+000
116+000
117+000
118+000
KINKORA RANGE
ROEBLING RANGE
471000
472000
473000
472000
469000
470000
469000
470000
471000
473000
PENNSBURY RD
A.S. #1
A.S. #1
STA. 111+000
STA. 112+431
STA. 116+000
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
PHILADELPHIA
C-116
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
1+
0 T O
ST
A.
8+
C-
6 P
LA
N
- S
TA
. 1
+0
T O
ST
A.
8+
0.d wg
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-402 FOR MONEY ISLAND DISPOSAL AREA PLAN.
3. SEE SHEET C-301 FOR CHANNEL SECTIONS.
NOTES:
M
ATC
H
LIN
E
M
ATC
H
LIN
E
R E: C
-115
R E: C
-115
MATCHLINE
MATCHLINE
RE: C-117
RE: C-117
41.00 - 41.99
0 - 40.99
>= 42.00
LEGEND
1 PLAN - STA 111+000 TO STA 118+0001 PLAN - STA 111+000 TO STA 118+000
118+000
119+000
119+401
121+507
120+000
121+000
PENN RANGE
NEWBOLD RANGE
122+000
123+000
124+000
124+677
471000
472000
475000
471000
472000
473000
475000
471000
472000
473000
474000
BLAKE RANGE
NEWBOLD ISLAND
SINTER RD
SESSA CIR
S PORT RD
A.S. #1
A.S. #1
A.S. #19
STA. 119+000
STA. 122+500
1 PLAN - STA 118+000 TO STA 125+0001 PLAN - STA 118+000 TO STA 125+000
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
PHILADELPHIA
C-117
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
ST
A.
8+
0 T O
ST
A.
5+
C-
PL
AN
ST
A.
8+
0 T O
ST
A.
5+
0.d wg
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR MONEY ISLAND DISPOSAL AREA PLAN.
3. SEE SHEET C-301 FOR CHANNEL SECTIONS.
NOTES:
MATCHLINE
MATCHLINE
RE: C-116
RE: C-116
41.00 - 41.99
0 - 40.99
>= 42.00
LEGEND
(EXISTING DEPTHS)
C-302
420000
420500
421000
421500
422000
420000
420500
421000
421500
422000
A.S. #1
CHANNEL LIMITS
1+
2+
2+
0+
2.1
0+
5.2
2+
5 2+
0+
-0+
5.7
1+
0.2
1+
0+
0+
0+
0.8
EXISTING BULKHEAD
DELAWARE RIVER CHANNEL
CENTERLINE
FAIRLESS TURNING BASIN
CENTERLINE
LIMIT OF TURNING BASIN
FEDERAL CHANNEL LIMIT
OF TURNING BASIN
LIMIT OF TURNING BASIN
C-303
C-303
C-303
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
-DA
N
GM
G
JH
D
JH
D
PH
IL
AD
EL
PH
IA
-W
2B U2
3B
A
PR
C-
8 P
LA
N
- F
AI
RL
ES
S
TU
RN
IN
G
BA
SI
N.
dw g
PL
AN
FA
IR
LE
SS
T
UR
NI
NG
B
AS
IN
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
DE
LA
W
AR
E
RI
VE
R
C-118
PHILADELPHIA
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-402 FOR MONEY ISLAND DISPOSAL AREA PLAN.
3. SOUNDINGS HAVE BEEN PLOTTED USING A MINIMUM DEPTH
WITHIN 30'X30' CELL, SHIFTING TO THE CELLS CENTER
4. THE EXISTING SOUNDINGS SHOWN ARE A RESULT OF
SURVEYS CONDUCTED ON DEC 13, 2021, DATA IS AVAILABLE
AND CAN BE PROVIDED BY SURVEYS. DATA CAN ONLY BE
CONSIDERED REPRESENTATIVE OF THE CONDITIONS
OCCURRING AT THE TIME.
5. SEE SHEET C-303 FOR CHANNEL SECTIONS AT FAIRLESS
TURNING BASIN.
NOTES:
1 PLAN - FAIRLESS TURNING BASIN1 PLAN - FAIRLESS TURNING BASIN
COLOR BAND ELEVATION LEGEND
< 40.99
41.00 - 41.99
>= 42.00
420,500
422,000
421,500
7,0
6,5
6,0
5,5
6,5
6,0
5,5
E 420,583.52 N 474,596.44
N 474,618.45 E 420,576.58
5,0
N 475,143.18 E 420,661.85
N 475,221.40 E 420,909.76
0+800
4,5
N 474,768.63 E 421,052.60
0+325.24
N 474,509.39 E 420,610.98
N 474,921.80 E 421,614.81
N 475,309.34 E 421,188.50
0+500
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
0+302.16
N 474,746.62
PENN RANGE
0+210.88
N 474,458.46 E 421,150.46
0+000
DE
LA
W
AR
E
RI
VE
R
420,000
4,0
NEW
BOLD RANGE
420,500
4,0
-0+245.76
121+507.19
123+000
122+000
121+000
FAIRLESS TURNING BASIN
CENTERLINE
N 474,251.40 E 421,215.79
-0+216.76
DELAWARE RIVER CHANNEL
CENTERLINE
N 474,939.77 E 421,595.05
FEDERAL CHANNEL LIMIT
OF TURNING BASIN
122+778.06
LIMIT OF TURNING BASIN
EXISTING BULKHEAD
LIMIT OF TURNING BASIN
DELAW
ARE RIVER
EXISTING BULKHEAD
A.S. #1
CHANNEL LIMITS
25'
25'
25'
30'
0+825
420,000
7,0
421,000
5,0
4,5
421,500
422,000
421,000
PLAN - FAIRLESS TURNING BASIN GEOMETRY
PLAN - FAIRLESS TURNING BASIN GEOMETRY
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
PHILADELPHIA
C-119
DE
LA
W
AR
E
RI
VE
R
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
T
RE
NT
ON
, N
EW
JE
RS
EY
MA
IN
TE
NA
NC
E
DR
ED
GI
NG
PL
AN
FA
IR
LE
SS
T
UR
NI
NG
B
AS
IN
G
EO
ME
TR
Y
C-
9 P
LA
N
- F
AI
RL
ES
S
TU
RN
IN
G
BA
SI
N.
dw g
A
PR
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
D
JH
D
GM
G
DA
N
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-402 FOR MONEY ISLAND DISPOSAL AREA PLAN.
3. SEE SHEET C-301 FOR CHANNEL SECTIONS.
SECTION STA 60+400
SECTION STA 110+345
SECTION STA 73+263.56
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
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PHILADELPHIA
C-301
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PH
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NTS1 STA. 19+6501 STA. 19+650
NTS2 STA. 27+5002 STA. 27+500
NTS3 STA. 59+6003 STA. 59+600
NTS5 STA. 99+8705 STA. 99+870
NTS6 STA. 109+3456 STA. 109+345
NTS4 STA. 72+9004 STA. 72+900
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEETS C-102 THROUGH C117 FOR PLAN
SHEETS.
SECTION STA 120+000
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
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SHEET NUMBER
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C-302
PHILADELPHIA
NTS1
STA. 120+200
STA. 120+200
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEETS C-102 THROUGH C117 FOR PLAN
SHEETS.
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
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SO
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N N
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SHEET NUMBER
BY
D
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C-303
PHILADELPHIA
1 A.S. #1 - STA. 0+4971 A.S. #1 - STA. 0+497 2 A.S. #1 - STA. 0+2162 A.S. #1 - STA. 0+216
3 A.S. #1 - TURNING BASIN CENTERLINE3 A.S. #1 - TURNING BASIN CENTERLINE
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
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SO
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C
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N N
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C O
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SHEET NUMBER
BY
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C-401
DE
LA
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1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE DETAIL 2/C-403 FOR DREDGE PIPE LINE CROSSING.
1 PALMYRA DISPOSAL AREA1 PALMYRA DISPOSAL AREA
MITIGATION
AREA
(SEE NOTE 9)
EXISTING SLUICE
OUTFALL- (2) 30" PIPES
EXISTING
WETLAND (TYP)
CELL A EAST
(AVAILABLE THIS
CONTRACT)
EXISTING SLUICE
EXISTING
BAFFLE DIKE
EXISTING
BAFFLE
DIKE
EXISTING SLUICE
CELL B EAST
(NOT
AVAILABLE THIS
CONTRACT)
CELL B WEST
(NOT AVAILABLE
THIS CONTRACT)
MINOR CONTOUR
(TYP)
MAJOR CONTOUR (TYP)
EXISTING
SLUICE OUTFALL
(3) 30" PIPES
CELL A WEST
(AVAILABLE THIS
CONTRACT)
DENSE VEGETATION
DENSE VEGETATION
DENSE VEGETATION
DENSE VEGETA
TIO
N
DENSE VEGETATION
DENSE VEGETATION
DENSE VEGETATION
DENSE VEGETA
TIO
N
DENSE VEGETATION
DE
NS
E V
EG
ET
AT
IO
N
DE
NS
E V
EG
ET
AT
IO
N
DE
NS
E
VE
GE
TA
TI
ON
COVE
FALLS TOWNSHIP PARK
E
1,0
E
3,0
E
4,0
E
5,0
N 474,000
E
0,0
E
0,0
E
1,0
E
2,0
E
2,0
PREVIOUS CONTRACT
RAISED DIKE TOP TO
ELEV. +20
E
3,0
E
4,0
SCOTTS CREEK
SC
OTT
S C
REE
K
SCOTTS CREEK
14.27
17.33V-6
17.09
DELAWARE RIVER
DELA
WARE R
IVER
DELAWARE RIVER
SCOTTS CREEK
TRAIL
TRAIL
SCOTTS CREEK
SUBMERGEDBARGES
SCOTTS CREEK
BRUSH
28.20
MH
PIPE
PIPE
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
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SO
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N N
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SHEET NUMBER
BY
D
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"X
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SU
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PL
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PHILADELPHIA
C-402
DE
LA
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LP
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GENERAL NOTES - DISPOSAL AREAS:
1. VERTICAL DATUM FOR LAND SURVEYS IS BASED ON NATIONAL GEODETIC SURVEY MEAN SEA LEVEL.
2. TOPOGRAPHY SHOWN WAS GENERATED USING PHOTOGRAMMETRIC METHODS BASED ON AERIAL
PHOTOGRAPHY DATED DECEMBER 19, 2018, AND UPDATED WITH A TOP OF DIKE SURVEY DATED 6 APRIL 2020. CONTOURS (2 FOOT INTERVAL) AND SPOT ELEVATIONS SHOWN CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE SITE CONDITIONS AS THEY EXISTED AT THE DATES INDICATED. EARTHWORK
ACTIVITIES HAVE TAKEN PLACE SINCE THE TOPOGRAPHY WAS GENERATED. CONTRACTORS ARE
STRONGLY ENCOURAGED TO VISIT THE SITE WHERE WORK IS TO BE PERFORMED TO ACQUAINT
THEMSELVES WITH EXISTING CONDITIONS THAT COULD AFFECT THE PROJECT COST.
3. THE END OF ALL DISCHARGE PIPES SHALL BE LOCATED INSIDE THE DISPOSAL AREA LIMITS AS SPECIFIED IN THE CONTRACT SPECIFICATIONS SECTION 35 20 23. PIPE SHALL BE LOCATED SUCH THAT THE DISCHARGE DOES NOT SCOUR THE SLOPE FACE OR THE TOE-OF-SLOPE OF THE DISPOSAL AREA DIKE IN THE VICINITY OF THE DISCHARGE AREA. DREDGED MATERIAL HAS BEEN RECENTLY PLACED IN
CELL A EAST AND HENCE CONTRACTOR MUST EXERCISE CAUTION USING ONLY LOW GROUND
PRESSURE EQUIPMENT WHEN LAYING DISCHARGE LINE TO CELL B EAST.
4. WHERE THE DREDGE PIPE LINE CROSSES EXISTING ACCESS ROADS, A RAMP SHALL BE CONSTRUCTED
OVER THE PIPE THE FULL WIDTH OF THE ACCESS ROAD, AS SHOWN IN DETAIL 2/C-401.
5. BORROW FOR DIKING MATERIAL SHALL BE OBTAINED FROM WITHIN DISPOSAL AREA CELL B WEST, BUT
NOT CLOSER THAN 50 FEET FROM THE INSIDE TOE OF THE DIKE SECTIONS.
6. SHOULD THE CONTRACTOR DESIRE TO MODIFY THE DISCHARGE LIMITS SHOWN, APPROVAL MUST BE
GRANTED BY CONTRACTING OFFICER PRIOR TO MODIFICATION OF LIMITS.
7. THE SITE IS GENERALLY CLEAR WITH PASSABLE ACCESS ROADS, BUT SOME MINOR CLEARING OF
VEGETATION MAY BE REQUIRED IN ISOLATED LOCATIONS TO GAIN ACCESS.
8. THE CONTRACTOR SHALL COORDINATE INGRESS, EGRESS AND ALL CONSTRUCTION ACTIVITIES AT THIS SITE WITH MR. BOB JONES, WASTE MANAGEMENT INC. SITE MANAGER AT MONEY ISLAND, AT (215)
768-4051 PRIOR TO WORK COMMENCEMENT.
9. THE CONTRACTOR SHALL NOT ENTER THE MITIGATION AREA.
NTS2 DATUM REFERENCE2 DATUM REFERENCE1 PLAN - MONEY ISLAND DISPOSAL AREA1 PLAN - MONEY ISLAND DISPOSAL AREA
BILES C
R
EEK
N 489,000
E
0,0
E
9,0
N 488,000
E
1,0
N 489,000
N 488,000
N 487,000
N 490,000
N 491,000
E
5,0
E
4,0
E
3,0
N 491,000N 491,000
N 492,000
E
2,0
N 492,000
N 491,000
E
0,0
DELAWARE RIVER
DELAWARE RIVER
N 490,000
AREA 5
(NOT AVAILABLE FOR
THIS CONTRACT)
AREA 3
(AVAILABLE FOR THIS
CONTRACT)
AREA 2
(AVAILABLE FOR THIS
CONTRACT)
AREA 1
(NOT AVAILABLE FOR
THIS CONTRACT)
AREA 4
(NOT AVAILABLE FOR
THIS CONTRACT)
1.97
2.55
3.86
2.85
4.67
3.35
3.86
W.E.
W.E.
W.E.
W.E.
W.E.
W.E.
W.E.
25' 5' 25'
1'
MI
N.
CO
VE
R
DRIVING DIRECTION
10 (MAX)
10 (MAX)
DREDGE PIPE
EXISTING ACCESS ROAD CRUSHED AGGREGATE RAMP, FULL WIDTH OF
ACCESS ROAD. PLACE AND COMPACT HORIZONTAL
LIFTS, MAX. LOOSE LIFT THICKNESS OF 12".
1 PLAN - BILES ISLAND DISPOSAL AREA1 PLAN - BILES ISLAND DISPOSAL AREA
NTS2 TYPICAL DETAIL - DREDGE PIPE LINE CROSSING2 TYPICAL DETAIL - DREDGE PIPE LINE CROSSING
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
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SO
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C
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AT
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N N
U M
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M
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C O
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N U
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SHEET NUMBER
BY
D
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C
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IP
TI
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AC
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"X
IS
SU
E/
SU
BM
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TA
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U.
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OF
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IN
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D
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TR
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D W
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R
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W
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B
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D
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B Y:
PL
O
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SC
AL
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C
KD
B Y:
PHILADELPHIA
C-403
DE
LA
W
AR
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RI
VE
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PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
TO
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ON
, N
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JE
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IN
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NA
NC
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DR
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GI
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PL
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LA
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D
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LA
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1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE DETAIL 2 ON THIS SHEET FOR DREDGE PIPE LINE CROSSING.
3. THERE IS NO OUTLET STRUCTURE AT THE BILES ISLAND DISPOSAL
AREA. THE CONTRACTOR SHALL MONITOR/ADJUST HIS DISCHARGE
RATE TO CONTINUOUSLY PROVIDE AT LEAST 2 FEET OF FREEBOARD.
4. DREDGED MATERIALS SHALL BE PUMPED INTO THE AREA AVAILABLE
FOR THIS CONTRACT. THE WATER ELEVATION (W.E.) IN THE AREA IS
AS NOTED ON THE PLAN. DEWATERING IS NOT REQUIRED.
| G-001 COVER SHEET |
| Sheets and Views |
| G-001 COVER SHEET |
| G-002 DRAWING INDEX SHEET |
| Sheets and Views |
| G-002 DRAWING INDEX SHEET |
| C-001 GENERAL INFORMATION SHEET |
| Sheets and Views |
| C-001 GENERAL INFORMATION SHEET |
| C-101 PLAN - GENERAL |
| Sheets and Views |
| C-101 PLAN - GENERAL |
| GENERAL PLAN STA. 0+000 TO STA. 58+657.7 |
| GENERAL PLAN STA. 58+657.7 TO STA. 153+040.9 |
| C-102 PLAN - STA. 16+858 TO STA. 24+148 |
| Sheets and Views |
| C-102 PLAN - STA. 16+858 TO STA. 24+148 |
| PLAN - STA 16+858.4 TO STA 24+147.5 |
| OLE1 |
| C-103 PLAN - STA. 24+148 TO STA.31+305 |
| Sheets and Views |
| C-103 PLAN - STA. 24+148 TO STA.31+305 |
| PLAN - STA 24+147.5 TO STA 31+304.5 |
| C-104 PLAN - STA. 31+305 TO STA. 37+873 |
| Sheets and Views |
| C-104 PLAN - STA. 31+305 TO STA. 37+873 |
| PLAN - STA 31+304.5 TO STA 37+873.3 |
| C-105 PLAN - STA. 37+873 TO STA. 45+080 |
| Sheets and Views |
| C-105 PLAN - STA. 37+873 TO STA. 45+080 |
| PLAN - STA 37+873.3 TO STA 45+079.8 |
| C-106 PLAN - STA. 45+080 TO STA. 51+056 |
| Sheets and Views |
| C-106 PLAN - STA. 45+080 TO STA. 51+056 |
| PLAN - STA 45+079.8 TO STA 51+056.2 |
| C-107 PLAN - STA. 51+056 TO STA. 58+658 |
| Sheets and Views |
| C-107 PLAN - STA. 51+056 TO STA. 58+658 |
| PLAN - STA 51+056.2 TO STA 58+657.8 |
| C-108 PLAN - STA. 58+658 TO STA. 65+823 |
| Sheets and Views |
| C-108 PLAN - STA. 58+658 TO STA. 65+823 |
| PLAN - STA 58+657.8 TO STA 65+822.6 |
| C-109 PLAN - STA. 65+823 TO STA. 73+093 |
| Sheets and Views |
| C-109 PLAN - STA. 65+823 TO STA. 73+093 |
| PLAN - STA 65+822.6 TO STA 73+093.0 |
| C-110 PLAN - STA. 73+093 TO STA. 80+426 |
| Sheets and Views |
| C-110 PLAN - STA. 73+093 TO STA. 80+426 |
| PLAN - STA 73+093.0 TO STA 80+426.1 |
| C-111 PLAN - STA. 80+426 TO STA. 86+000 |
| Sheets and Views |
| C-111 PLAN - STA. 80+426 TO STA. 86+000 |
| PLAN - STA 80+426.1 TO STA 86+000 |
| C-112 PLAN - STA.86+000 TO STA. 92+700 |
| Sheets and Views |
| C-112 PLAN - STA.86+000 TO STA. 92+700 |
| PLAN - STA 86+000 TO STA 92+700 |
| C-113 PLAN - STA. 92+700 TO STA. 97+700 |
| Sheets and Views |
| C-113 PLAN - STA. 92+700 TO STA. 97+700 |
| PLAN - STA 92+700 TO STA 97+700 |
| C-114 PLAN - STA. 97+700 TO STA. 103+800 |
| Sheets and Views |
| C-114 PLAN - STA. 97+700 TO STA. 103+800 |
| PLAN - STA 97+700 TO STA 103+800 |
| C-115 PLAN - STA. 103+800 TO STA. 111+000 |
| Sheets and Views |
| C-115 PLAN - STA. 103+800 TO STA. 111+000 |
| PLAN - STA 103+800 TO STA 111+000 |
| C-116 PLAN - STA. 111+000 TO STA. 118+000 |
| Sheets and Views |
| C-116 PLAN - STA. 111+000 TO STA. 118+000 |
| PLAN - STA 111+000 TO STA 118+000 |
| C-117 PLAN - STA. 118+000 TO STA. 125+000 |
| Sheets and Views |
| C-117 PLAN - STA. 118+000 TO STA. 125+000 |
| PLAN - STA 118+000 TO STA 125+000 |
| C-118 PLAN - FAIRLESS TURNING BASIN |
| Sheets and Views |
| C-118 PLAN - FAIRLESS TURNING BASIN |
| PLAN - FAIRLESS |
| C-119 PLAN - FAIRLESS TURNING BASIN GEOMETRY |
| Sheets and Views |
| C-119 PLAN - FAIRLESS TURNING BASIN GEOMETRY |
| PLAN - FAIRLESS TURNING BASIN GEOMETRY |
| C-301 CHANNEL SECTIONS |
| Sheets and Views |
| C-301 CHANNEL SECTIONS |
| A.S. #1 - STA. 19+450 |
| A.S. #2 - STA. 30+100 |
| A.S. #4 - STA. 60+400 |
| A.S. #14 - STA. 99+200 |
| A.S. #16 - STA. 110+345 |
| A.S. #8 & 9 - STA. A.S. 73+263 |
| C-302 CHANNEL SECTIONS |
| Sheets and Views |
| C-302 CHANNEL SECTIONS |
| A.S. #19 - STA. 120+000 |
| C-303 FAIRLESS TURNING BASIN SECTIONS |
| Sheets and Views |
| C-303 FAIRLESS TURNING BASIN SECTIONS |
| A.S. #1 - STA. 0+497 |
| A.S. #1 - STA. 0+216 |
| A.S. #1 - TURNING BASIN CENTERLINE |
| C-401 PLAN - PALMYRA COVE DISPOSAL AREA |
| Sheets and Views |
| C-401 PLAN - PALMYRA COVE DISPOSAL AREA |
| PALMYRA DISPOSAL AREA |
| C-402 PLAN - MONEY ISLAND CELL A DISPOSAL AREA |
| Sheets and Views |
| C-402 PLAN - MONEY ISLAND CELL A DISPOSAL AREA |
| DATUM REFERENCE |
| PLAN - MONEY ISLAND DISPOSAL AREA |
| C-403 PLAN - BILES ISLAND DISPOSAL AREA |
| Sheets and Views |
| C-403 PLAN - BILES ISLAND DISPOSAL AREA |
| PLAN - BIELS ISLAND DISPOSAL AREA |
| TYPICAL DETAIL - DREDGE PIPE LINE CROSSING |
| 2023-04-11T12:40:12-0400 | |
| MOFFATT.BARBARA.F.1228997893 |
| 2023-04-11T12:59:04-0400 | |
| CLAPP.CHRISTINE.D.1228846372 |
File details come from the government source that posted it. Updated .