MAINTENANCE DREDGING - DELAWARE RIVER - PHILADELPHIA PA TO TRENTON NJ_JUNE 2025.pdf
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- Solicitation number
- W912BU25BA008
About this file
These documents are detailed engineering drawings and technical specifications for a U.S. Army Corps of Engineers maintenance dredging project along the Delaware River between Philadelphia, Pennsylvania and Trenton, New Jersey, scheduled for June 2025. The project involves hydraulic cutterhead dredging to remove approximately 470,000 cubic yards of sediment from the main navigation channel and Fairless Turning Basin, with dredging required to a depth of 41 feet Mean Lower Low Water (MLLW) plus one foot allowable overdepth. Dredged materials will be placed in the Money Island Disposal Area in Falls Township, Pennsylvania, with all work to be completed by March 15, 2026 due to environmental restrictions.
The technical drawings (sheets C-101 through C-401) provide comprehensive details including project location maps, channel and turning basin plans, typical cross-sections, existing bathymetric surveys, and disposal area specifications. The project covers stations 96+000 to 130+000, with varying dredging depths and specific requirements for different river ranges such as Newbold, Penn, Kinkora, and Fairless Turning Basin. The solicitation (W912BU25BA008) is classified under NAICS code 237990 with a size standard of $45 million, and the estimated contract value ranges between $10 million and $25 million, with a 240-calendar day performance period from the Notice to Proceed.
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SUBMITTED:
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
CHIEF, ENGINEERING BRANCH
TRAVIS T. FATZINGER, 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.
®US Army Corps of Engineers
DISTRICT
SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
®US Army Corps of Engineers
DISTRICT
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PHILADELPHIA
MAINTENANCE DREDGING
PHILADELPHIA, PENNSYLVANIA TO TRENTON, NEW JERSEY
DELAWARE RIVER
JUNE 2025
W912BU25BA008
PHILADELPHIA
G-001
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SCALE IN MILES
VICINITY MAP
LOCATION
OF PROJECT
N LOCATION MAPN
SCALE IN MILES
1.25 .5 25012.5 25 100
OF WORK
LOCATION
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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
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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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DELAWARE
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LAKE
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AutoCAD SHX Text Roanoke
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VIRGINIA
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WEST
AutoCAD SHX Text Richmond
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NEW YORK
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CONNECTICUT
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MASS.
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AutoCAD SHX Text Washington
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CHESAPEAKE
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BAY
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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
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AutoCAD SHX Text Buffalo
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PENNSYLVANIA
AutoCAD SHX Text Harrisburg
AutoCAD SHX Text Pittsburgh
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ERIE
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CANADA
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VIRGINIA
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MARYLAND
AutoCAD SHX Text Trenton
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DRAWING INDEX
SHEET NUMBER DESCRIPTION
GENERAL
G-001 COVER SHEET
G-002 DRAWING INDEX SHEET
CIVIL
C-001 GENERAL INFORMATION SHEET
C-101 PLAN - GENERAL
C-102 PLAN - STA. 94+526 TO STA. 102+642
C-103 PLAN - STA. 102+642 TO STA. 113+400
C-104 PLAN - STA. 113+400 TO STA. 124+900
C-105 PLAN - STA. 124+900 TO STA. 135+402
C-106 PLAN - FAIRLESS TURNING BASIN
C-107 PLAN - FAIRLESS TURNING BASIN GEOMETRY
C-201 PROFILE - FAIRLESS TURNING BASIN
C-301 TYPICAL SECTIONS - CHANNEL (STA. 102+500 TO STA. 126+000)
C-302 CROSS SECTIONS - FAIRLESS TURNING BASIN
C-401 PLAN - MONEY ISLAND CELL B DMPF
A
®US Army Corps of Engineers
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PHILADELPHIA
DREDGING LEGEND
COORDINATE - NORTHING AND EASTING
A.S. #8 ACCEPTANCE SECTION
BUOY MARKERS
CHANNEL CENTERLINE
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
APPROXIMATE BORDERS OF GOVERNMENT
OWNED DISPOSAL AREAS TO BE USED IN
CONTRACT
APPROXIMATE LOCATION OF WORK
REQUIRED DREDGING
ALLOWABLE OVERDEPTH
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 EXT EXTERIOR PIV POST INDICATOR VALVE
ADDL ADDITIONAL FDN FOUNDATION PSF POUNDS PER SQUARE FOOT
BC BOTTOM OF CURB FF FINISHED FLOOR PSI POUNDS PER SQUARE INCH
BD BOARD FFE FINISHED FLOOR ELEVATION PT POINT OF TANGENCY
BIT BITUMINOUS FIN FINISH PVC POLYVINYL CHLORIDE
BL or BASE LINE FL FLOOR PVI POINT OF VERTICAL INFLECTION
BLDG BUILDING FM FORCE MAIN R, RAD RADIUS
BMP BEST MANAGEMENT PRACTICE FT FOOT, FEET REINF REINFORCEMENT
BOT BOTTOM FTG FOOTING ROW RIGHT OF WAY
BW BOTTOM OF WALL G GROUND RT RIGHT
BVCE BEGINNING OF VERTICAL CURVE ELEVATION GOVT GOVERNMENT S SOUTH
BVCS BEGINNING OF VERTICAL CURVE STATION GR GRADE SCH SCH
CB CATCH BASIN HDPE HIGH DENSITY POLYETHYLENE SECT SECTION
CC or C-C CENTER TO CENTER HORIZ HORIZONTAL SF SQUARE FEET, SILT FENCE CL or CENTERLINE HP HIGH POINT SPEC SPECIFICATION
CMP CORRUGATED METAL PIPE HS HIGH STRENGTH SQ SQUARE
CMU CONCRETE MASONRY UNIT HT HEIGHT SST STAINLESS STEEL
CO CLEAN OUT ID INSIDE DIAMETER STA STATION
COL COLUMN IN INCH STRU or STRUC STRUCTURE, STRUCTURAL
CONC CONCRETE INSUL INSULATION, INSULATED SUSP SUSPENDED
CONSTR CONSTRUCTION INT INTERIOR TEMP TEMPORARY
CONT CONTINUOUS INV INVERT TC TOP OF CURB
COR CONTRACTING OFFICER'S REPRESENTATIVE LL LIVE LOAD TD TRENCH DRAIN
CTRL CONTROL LP LOW POINT TDO TRENCH DRAIN OUTLET
CWL CONTRACTOR WORK LIMIT LT LEFT, LIGHT TELE TELEPHONE
DGA DENSE GRADED AGGREGATE LVC LENGTH OF VERTICAL CURVE TG TOP OF GRATE
DIA DIAMETER JCT JUNCTION TOPO TOPOGRAPHY
DIM DIMENSION MATL MATERIAL TW TOP OF WALL
DMPF DREDGED MATERIAL PLACEMENT FACILITY MAX MAXIMUM TYP TYPICAL
DWG DRAWING MHW MEAN HIGH WATER UD UNDERDRAIN
E EAST MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE
EA EACH MISC MISCELLANEOUS UE UNDERGROUND ELECTRIC
ECM EROSION CONTROL MAT MLLW MEAN LOWER LOW WATER UGND UNDERGROUND
EL or ELEV ELEVATION MLW MEAN LOW WATER UOP UNDERDRAIN OUTLET PIPE
ELEC ELECTRIC N NORTH UXO UNEXPLODED ORDINANCE
ELL ELLIPTICAL NLT NOT LESS THAN VC VERTICAL CURVE
EOP EDGE OF PAVEMENT NTS NOT TO SCALE VOL VOLUME
EOS EDGE OF SHOULDER OC ON CENTER VERT VERTICAL
EQ EQUAL, EQUALITY OD OUTSIDE DIAMETER W/ WITH
EQUIP EQUIPMENT OH OVERHEAD W WEST
EW or E-W EACH WAY OPP OPPOSITE WL WATER LEVEL EXIST or EX EXISTING PC POINT OF CURVE WS WATER SURFACE
EXP EXPANSION, EXPOSED PD PAVEMENT DRAIN WSEL WATER SURFACE ELEVATION
EXP JT EXPANSION JOINT PI POINT OF INFLECTION W/O WITHOUT
GENERAL NOTES:
1. THE EXISTING SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN OCTOBER 2024 (LEHIGH TO FLORENCE), MAY 2024 (FLORENCE TO NEWBOLD), FEBRUARY 2025 (FAIRLESS TURNING BASIN) AND DECEMBER 2024 (BLAKE TO DUCK ISLAND), AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT
THAT TIME.
2. HORIZONTAL REFERENCE - NAD 83, NEW JERSEY STATE PLANE, ZONE 2900, US SURVEY FEET.
3. 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. CHANNEL SOUNDINGS WERE SELECTED FOR PLOTTING PURPOSES ONLY USING THE MINIMUM DEPTH WITHIN A 50'x50' CELL AND SHIFTED TO THE CELL'S CENTER. FAIRLESS TURNING BASIN 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. COLOR BANDS WERE GENERATED USING THE MINIMUM 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.
10. THE CONTRACTOR MUST COORDINATE WITH ALL APPROPRIATE UTILITY COMPANIES AND THE USACE RESIDENT OFFICE FOR MARK-OUT OF ONSITE UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES.
11. SEE SPECIFICATIONS FOR DATUM CONVERSION INFORMATION.
GENERAL NOTES - DREDGED MATERIAL PLACEMENT FACILITY:
1. THE GOVERNMENT FURNISHED DREDGED MATERIAL PLACEMENT FACILITY (DMPF) AVAILABLE FOR USE
UNDER THIS CONTRACT IS MONEY ISLAND CELL B. SEE SHEET C-401 FOR DMPF PLANS.
2. THE END OF ALL DISCHARGE PIPES SHALL BE LOCATED INSIDE THE DISPOSAL AREA LIMITS AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. 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.
3. 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.
4. SHOULD THE CONTRACTOR DESIRE TO MODIFY THE DISCHARGE LIMITS SHOWN, APPROVAL MUST BE
GRANTED BY THE CONTRACTING OFFICER PRIOR TO MODIFICATION.
5. TOPOGRAPHY SHOWN WAS GENERATED USING PHOTOGRAMMETRIC METHODS BASED ON AERIAL
PHOTOGRAPHY DATED DECEMBER 19, 2018. A TOP OF DIKE SURVEY DATED 27 OCTOBER 2023 WAS PREPARED USING INDIVIDUAL GPS SHOTS ON SITE. 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.
6. MAPPING WAS COMPILED BY USING (AEROMETRIC) PHOTOGRAMMETRIC METHODS FROM AERIAL PHOTOGRAPHY DATED JANUARY 9, 2014. THIS MAPPING WAS COMPILED IN ACCORDANCE WITH THE NATIONAL STANDARD FOR SPATIAL DATA ACCURACY (NSSDA) ACCURACY STANDARDS FOR MAPS AT 1
INCH EQUALS 200 FT. SCALE.
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. HORIZONTAL REFERENCE - NAD 83, NEW JERSEY STATE PLANE, ZONE 2900, US SURVEY FEET.
9. THE VERTICAL REFERENCE FOR MONEY ISLAND DREDGED MATERIAL PLACEMENT FACILITY IS MSL WHICH
IS 0.48 ABOVE NAVD88.
BOTTOM SAMPLE
VIBRACORE SAMPLE
A
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PHILADELPHIA
AutoCAD SHX Text
DD MMM YYYY
DD MMM YYYY
PALMYRA DISPOSAL AREA
(NOT AVAILABLE IN THIS
CONTRACT)
ST
A.
4+
4 STA. 6+138
STA. 10+651
STA. 16+617
STA. 18+477
STA. 31+998
STA. 40+438
STA. 50+601
STA. 60+986
STA. 64+934
BEVERLYRANGE
ENTERPRISE RANGE
MUD ISLAND RANGE
TORRESDALE RANGE
TACONY RANGE
HARBORRANGE
DRAW RANGE
DELAIR RANGE BRIDESBURG
RANGE
FRANKFORD RANGE
RIVERTON
PHILADELPHIA
RIVERSIDE
STA. 24+877
ST
A.
0+
FISHER
RANGE
EAST RIVERTON
TORRESDALE
PALMYRA
BEVERLY
LIMITS OF WORK (STA. 96+000 TO STA. 130+000)
MONEY ISLAND DISPOSAL AREA
(SEE SHEET C-401)
AREA 28A DISPOSAL AREA
(NOT AVAILABLE IN THIS
CONTRACT)
BILES ISLAND DISPOSAL AREA
(NOT AVAILABLE IN THIS
CONTRACT)
BURLINGTON
STA. 73+263 STA. 79+508
STA. 83+503
STA. 84+659
STA. 98+471
STA. 99+685
STA. 101+038
ST
A.
2+
ST
A.
0+
STA. 119+400
ST
A.
1+
STA. 131+951
STA. 133+440
STA. 137+381
STA. 145+009
STA. 146+462
STA. 148+776STA. 150+669
STA. 151+818
DUCK ISLAND RANGE
RARITAN
RANGE
WHITEHILL RANGE
NEWBOLD
RANGE
PENN
RANGE
KINKORA RANGE
FLORENCE RANGE
LANDRETH R
ANGE
KEYSTONE
RANGE
BRISTOL
RANGE
LEHIGH RANGE
EDGEWATER RANGE
BRISTOLCROYDON
CANAL
RANGE
STA. 88+547
STA. 93+400
PERRIW
IG
RANGE
BILES
ISLAND
RANGE
STA. 153+040
COCHRAN
RANGE
MOON
RANGE
TRENTON
RANGE
STA. 91+098
STA. 105+200
STA. 107+000
ST
A.
2+
STA. 118+541
STA. 120+461
ST
A.
2+
ST
A.
3+
0STA. 109+700
STA. 145+000
STA. 130+000
STA. 117+000
DEVLIN RANGE
C-102
C-103
C-104 C-105
RIVERVIEW
RANGE
FOUNDRY
RANGE CHURCHRANGE
FLORENCE
ROEBLING RANGE
STA. 114+500
BLAKE
RANGE
BO
RD
EN
TO
WN
RA
NG
E
BORDENTOWN
FAIRLESS TURNING BASIN
(SEE SHEETS C-106 AND C-107)
STA. 112+430
STA. 113+019
STA. 125+692
ST
A.
2+
STA. 124+677: END OF 41'
DREDGING DEPTH, BEGIN
26' DREDGING DEPTH
STA. 126+500
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR CHANNEL SECTIONS SEE SHEETS C-301, AND FAIRLESS TURNING
BASIN SECTIONS ON SHEET C-302.
GENERAL NOTES
2000'2000' 001000' SCALE: 1" = 2000'-0"M1 PLAN - GENERAL (STA. 0+000 TO STA. 65+656)M1 PLAN - GENERAL (STA. 0+000 TO STA. 65+656)
2000'2000' 001000' SCALE: 1" = 2000'-0"A1 PLAN - GENERAL (STA. 65+656 TO STA. 154+388)A1 PLAN - GENERAL (STA. 65+656 TO STA. 154+388)
M
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R E:
M 1/
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