W912BU21B0007-Dwgs.pdf
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- Attached to
- W912BU21-7 MX DREDGING PHILADELPHIA TO TRENTON
- Solicitation number
- W912BU21B007
About this file
This document provides details for a federal contract solicitation to perform maintenance dredging of the Delaware River between Philadelphia and Trenton. The U.S. Army Corps of Engineers, Philadelphia District, will award a firm fixed price contract requiring the removal of approximately 100,000 cubic yards of sediment from the main navigation channel through mechanical dredging and placement in the Money Island Disposal Area in Falls Township, PA. The dredging must be completed by March 15, 2022 to meet environmental restrictions. The solicitation number is W912BU21B0007 and will be issued on or about August 2, 2021 with a bid opening at least 30 days later. The period of performance is 120 calendar days. The estimated cost range for the project is $5 million to $10 million. Dredging will be to a depth of 41 feet MLLW plus one foot allowable overdepth between stations 18+500 and 62+000. Various dike and sluice improvements within the disposal area are also required.
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Other files
| File | Type | Posted |
|---|---|---|
| Abstract_B0007_SAM.gov.pdf | ||
| Amd 001-B0007.pdf | ||
| W912BU21B0007-Specs.pdf |
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Text version
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
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SHEET NUMBER
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SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
G-001
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B U
B
DELAWARE RIVER
MAINTENANCE DREDGING
PHILADELPHIA, PENNSYLVANIA TO TRENTON, NEW JERSEY
02 AUG 21
W912BU21B0007
LOCATION MAP
OF WORK
LOCATION
N0
SCALE IN MILES
VICINITY MAP
LOCATION
OF PROJECT
N
SCALE IN MILES
2.5.25 1
1002512.5 50
DRAWINGS INDEX
SHEET NUMBER SHEET TITLE
GENERAL
G-001 COVER SHEET
CIVIL
C-001 GENERAL INFORMATION SHEET
C-101 GENERAL PLAN
C-103 PLAN - STA. 16+858.4 TO STA. 24+147.5
C-104 PLAN - STA. 24+147.5 TO STA. 31+304.5
C-105 PLAN - STA. 31+304.5 TO STA. 37+873.3
C-106 PLAN - STA. 37+873.3 TO STA. 45+079.8
C-107 PLAN - STA. 45+079.8 TO STA. 51+056.2
C-109 PLAN - STA. 58+657.8 TO STA. 65+822.6
C-301 CHANNEL SECTIONS
C-302 CHANNEL SECTIONS
C-401 PLAN - MONEY ISLAND DISPOSAL AREA
OF WORK
LOCATION
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
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
VIEW TITLE SYMBOL
SECTION CUT SYMBOL
VIEW IDENTIFICATION NUMBER
VIEW NAME
DIRECTION OF VIEW
CALLOUT SYMBOL
CALLOUT AREA VIEW
MATCHLINE SYMBOL
CALLOUT IDENTIFICATION
NUMBER
DETAIL SHEET
REF NUMBER
DRAWING SHEET
MATCHING REFERNECE
NUMBER
DRAWING SHEET SYMBOLS
GRAPHIC BAR SCALE SYMBOLS
PRIMARY
SCALE
EXTENSION
SCALE
X
SECTION IDENTIFICATION NUMBER
DETAIL SHEET
REF NUMBER
X X X X
PRIMARY
SCALE
EXTENSION
SCALE
V: X X X X X
X X X X
H: X
SCALE IN FEET/METERS
(SINGLE SCALE, SCALE BAR)
SCALE IN FEET/METERS
(HORIZONTAL/VERTICAL SCALE BAR)
DIRECTION OF MAGNETIC
NORTH
NNORTH
PLAN
MAGNETIC
NORTH
PLAN
NORTH
NORTH SYMBOLS
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
C
L
B
L
GENERAL NOTES - DREDGING AREAS:
1. THE EXISTING SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED FROM 6 OCTOBER 2020 TO 19 OCTOBER
2020, 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. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS USED TO PERFORM THE
SOUNDING SELECTION.
5. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
6. 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.
7. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED FOR
NAVIGATION.
8. FOR CHANNEL CENTERLINE GEOMETRY, SEE THE CONTRACT SPECIFICATIONS.
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
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ATHLETIC
B
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T
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G
E
S
E
MONEY ISLAND DISPOSAL AREA
(AVAILABLE FOR THIS CONTRACT
- SEE SHEET C-401)
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
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D W
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S
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C O
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R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
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U B
M I T
T A
L
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N
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-W
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B
G E
N E
R A
L
P
L A
N d w g
G E
N E
R A
L
P
L A
N
D E
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W A
V
E R
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P H
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A D
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P H
I A
P
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N S
Y L
V A
N
T
R E
N T
O N
N
R S
E Y
C-101
GENERAL PLAN STA. 0+000 TO STA. 58+657.7
GENERAL PLAN STA. 0+000 TO STA. 58+657.7
GENERAL PLAN STA. 58+657.7 TO STA. 153+040.9
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 CROSS SECTIONS SEE SHEET C-301.
3. AVAILABLE DISPOSAL AREA - MONEY ISLAND DISPOSAL AREA. SEE SHEET C-401.
NOTES:
t
F l a s h
E b d e
C a n
E d e
N u n
E d e
A
N u n
E d e
C a n
E d e
< 35.0
35.00 - 35.99
36.00 - 36.99
37.00 - 37.99
38.00 - 38.99
39.00 - 39.99
>= 40.00
C-301
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
A D
D A
D D
-W
B U
B
C
A
N
S
T A
S
T A d w g
P L
T A
S
T A
D E
L A
W A
V
E R
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P H
I L
A D
E L
P H
I A
P
E N
N S
Y L
V A
N
T
R E
N T
O N
N
R S
E Y
C-103
PLAN - STA 16+858.4 TO STA 24+147.5
PLAN - STA 16+858.4 TO STA 24+147.5
M
A
T
C
H
L
I
N
E
M
A
T
C
H
L
I
N
E
R
R
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR MONEY ISLAND DISPOSAL AREA PLAN.
3. SEE SHEET C-301 AND C-302 FOR CROSS SECTIONS.
COLOR BAND ELEVATION LEGEND
F l a s h
F l o d d e
F l a s h
F l o d e
< 35.00
35.00 - 35.99
36.00 - 36.99
37.00 - 37.99
38.00 - 38.99
39.00 - 39 .99
>= 40.0
C-301
C-301
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
A D
D A
D D
-W
B U
B
C
A
N
S
T A
S
T A d w g
P L
T A
S
T A
D E
L A
W A
V
E R
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P H
I L
A D
E L
P H
I A
P
E N
N S
Y L
V A
N
T
R E
N T
O N
N
R S
E Y
C-104
PLAN - STA 24+147.5 TO STA 31+304.5
PLAN - STA 24+147.5 TO STA 31+304.5
M
A
T
C
H
L
I
N
E
M
A
T
C
H
L
I
N
E
R
R
M
A
T
C
H
L
I
N
E
M
A
T
C
H
L
I
N
E
R
R
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR MONEY ISLAND DISPOSAL AREA PLAN.
3. SEE SHEET C-301 AND C-302 FOR CROSS SECTIONS.
F l a s h
F l o d e
F l a s h
F l o d e
< 35.0
35.00 - 35.99
36.00 - 36.99
37.00 - 37.99
38.00 - 38.99
39.00 - 39.99
>= 40.00
C-301
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
A D
D A
D D
-W
B U
B
C
A
N
S
T A
S
T A d w g
P L
T A
S
T A
D E
L A
W A
V
E R
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P H
I L
A D
E L
P H
I A
P
E N
N S
Y L
V A
N
T
R E
N T
O N
N
R S
E Y
C-105
PLAN - STA 31+304.5 TO STA 37+873.3
PLAN - STA 31+304.5 TO STA 37+873.3
M
A
T
C
H
L
I
N
E
M
A
T
C
H
L
I
N
E
R
R
M
A
T
C
H
L
I
N
E
M
A
T
C
H
L
I
N
E
R
R
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR MONEY ISLAND DISPOSAL AREA PLAN.
3. SEE SHEET C-301 AND C-302 FOR CROSS SECTIONS.
C-301
C a n
F l o d e
F l a s h
F l o d e
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
A D
D A
D D
-W
B U
B
C
A
N
S
T A
S
T A d w g
P L
T A
S
T A
D E
L A
W A
V
E R
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P H
I L
A D
E L
P H
I A
P
E N
N S
Y L
V A
N
T
R E
N T
O N
N
R S
E Y
C-106
PLAN - STA 37+873.3 TO STA 45+079.8
PLAN - STA 37+873.3 TO STA 45+079.8
M
A
T
C
H
L
I
N
E
M
A
T
C
H
L
I
N
E
R
R
M
A
T
C
H
L
I
N
E
M
A
T
C
H
L
I
N
E
R
R
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR MONEY ISLAND DISPOSAL AREA PLAN.
3. SEE SHEET C-301 AND C-302 FOR CROSS SECTIONS.
C-301
F l a s h
F l o d e
C a n
F l o d e
C a n
F l o d e
F l a s h
F l o d e
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
A D
D A
D D
-W
B U
B
C
A
N
S
T A
S
T A d w g
P L
T A
S
T A
D E
L A
W A
V
E R
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P H
I L
A D
E L
P H
I A
P
E N
N S
Y L
V A
N
T
R E
N T
O N
N
R S
E Y
C-107
PLAN - STA 45+079.8 TO STA 51+056.2
PLAN - STA 45+079.8 TO STA 51+056.2
M
A
T
C
H
L
I
N
E
M
A
T
C
H
L
I
N
E
R
R
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR MONEY ISLAND DISPOSAL AREA PLAN.
3. SEE SHEET C-301 AND C-302 FOR CROSS SECTIONS.
C a n
E d e t
F l a s h
E d e t
N u n
E d e t
F l a s h
E d e t
0C-302
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
-D A
N G
M G
A D
D A
D D
-W
B U
B
C
A
N
S
T A
S
T A d w g
P L
T A
S
T A
D E
L A
W A
V
E R
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P H
I L
A D
E L
P H
I A
P
E N
N S
Y L
V A
N
T
R E
N T
O N
N
R S
E Y
C-109
NTS
PLAN - STA 58+657.8 TO STA 65+822.6
PLAN - STA 58+657.8 TO STA 65+822.6
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-401 FOR MONEY ISLAND DISPOSAL AREA PLAN.
3. SEE SHEET C-301 AND C-302 FOR CROSS SECTIONS.
SECTION STA 19+450 SECTION STA 24+450
SECTION STA 30+100 SECTION STA 31+500
SECTION STA 43+400 SECTION STA 45+400
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 G
M G
A D
D A
D D
-W
B U
B
C
E
P T
A N
C
T I O
N S d w g
C H
A N
N E
L
S
E C
T I O
N S
D E
L A
W A
V
E R
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P H
I L
A D
E L
P H
I A
P
E N
N S
Y L
V A
N
T
R E
N T
O N
N
R S
E Y
C-301
NTS
AS #1 - STA 19+450
AS #1 - STA 19+450
NTS
AS #2 - STA 24+450
AS #2 - STA 24+450
NTS
AS #3 - STA 30+100
AS #3 - STA 30+100
NTS
AS #4 - STA 31+500
AS #4 - STA 31+500
NTS
AS #5 - STA 43+400
AS #5 - STA 43+400
NTS
AS #6 - STA 45+400
AS #6 - STA 45+400
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-103 TO C-109 FOR PLAN SHEETS.
SECTION STA 60+400
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
-D A
N G
M G
A D
D A
D D
-W
B U
B
C
A
N N
C
T I O
N S d w g
C H
A N
N E
L
S
E C
T I O
N S
D E
L A
W A
V
E R
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P H
I L
A D
E L
P H
I A
P
E N
N S
Y L
V A
N
T
R E
N T
O N
N
R S
E Y
C-302
NTS
AS #7 - STA 60+400
AS #7 - STA 60+400
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-109 FOR PLAN SHEET.
O
T
E
E
K
S
C
O
T
E
E
K
S
C
O
T
E
E
K
R
I
S
E
R
D
E
L
A
W
A
V
E
R
D
E
L
A
W
A
V
E
R
D
E
L
A
W
A
V
E
R
S
C
O
T
E
E
K
T R
A
IL
T
R
A
I
L
S
C
O
T
E
E
K
S
U
B
M
E
R
G
E
D B
A
R
G
E
S
S
C
O
T
E
E
K
BRUSH
R
I
P
R
A
P
MH
5.5
6.3
7.3
14.4
14.5
15.7
15.3
12.7
14.8
13.4
15.1
12.8
15.3
-2.2
-2.2
-0.5
-0.5
0.2
0.0
5.8
11.3
11.2
15.2
21.0
16.7
16.8
13.2
15.6
16.5
16.7
15.2
13.4
17.2
12.2
15.5
15.0
22.6
14.4
7.8
7.0
9.3
12.5
19.2
11.3
10.8
14.7
13.3
10.1
12.2
13.1
15.6
7.7
10.6
8.8
17.2
11.6
9.8
6.9
9.1
12.5
11.0
12.2
10.6
10.9
10.8
11.0
5.8
9.3
9.1
9.3
17.0
21.6
19.8
11.5
12.8
9.1
16.4
9.4
15.4
10.1
19.3
17.2
23.6
21.4
10.2
8.8
14.1
10.9
8.7
9.2
16.9
13.6
13.0
18.1
17.4
18.7
14.2
13.9
17.3
16.8
17.0
15.3
17.0
18.3
24.4
9.4
13.0
11.7
9.2
8.5
10.3
7.4
11.5
6.8
8.2
7.9
8.9
8.4
7.5
7.4
8.7
8.4
8.0
8.1
7.8
8.2
7.9
14.7
21.4
20.2
20.1
19.6
16.0
16.0
15.9 15.9
15.9
15.9
15.8
16.5
15.8
16.9
17.7
16.7
17.6
19.8 19.9
20.3
18.6
18.6
18.6
19.5
19.8
20.3
20.8
20.6
23.2
23.2
13.6
9.2
8.7
9.8
22.6
15.8
19.0
16.8
18.9
20.2
18.9
7.7
7.0
9.7 9.3
9.0
17.2
7.5
8.3
8.9
13.2
20.9
20.9
22.4
22.2
24.3
21.4
22.6
13.2
14.9
14.8
13.9
16.5
16.7
14.6
21.4
14.3
13.0
12.9
11.8
17.4
24.5
10.6
11.5
10.5
8.7
13.9
13.2
11.0
17.2
17.2
19.8
19.5
18.0
20.4
20.5
20.4
9.2
10.6
11.0
12.3
11.8
11.5
8.7
7.8
11.6
21.4
19.8
20.8
19.3
20.5
19.5
9.7
10.5
9.9
12.4
9.7
8.8
11.7
11.8
7.9
9.1
8.4
8.3
8.9
8.5
8.6
10.7
8.9
9.5
10.4
9.4
8.8
24.2
24.1
9.9
11.7
12.5
12.5
10.4
10.8
17.1
11.6
25.2
12.5
14.9
28.3
23.4
17.7
18.8
18.6
22.3
21.0
20.8
18.0
17.3
21.0
17.2
15.6
23.7
23.6
13.2
13.1
11.1
4.1
5.2
10.8
17.8
14.5
19.5
19.3
7.9
16.3
17.3
17.0
9.2
47.8
18.4
170.2
24.1
15.0
15.5
15.9
16.2
16.8
15.9
14.6
21.8
8.0
11.4
17.3
10.5
44.4
7.7
13.8
16.7
15.2
9.1
9.2
9.6
14.1
21.1
28.7
29.4
41.3
11.8
12.4
11.4
10.4
34.4
9.9
13.5
W.E.
9.1
W.E.
8.8
W.E.
15.4
W.E.
8.4
W.E.
8.4
W.E.
7.8
W.E.
8.3
W.E.
17.9
W.E.
14.1
P
I
P
E
P
I
P
E
CONTRACTOR ACCESS
FROM PENNSBURY ROAD
MITIGATION
AREA
(SEE NOTE 9)
EXISTING SLUICE
OUTFALL- (2) 30" PIPES
DISCHARGE LINE
ACCESS LIMITS
(SEE NOTES 3&6)
EXISTING
WETLAND (TYP)
CELL A EAST (NOT
AVAILABLE THIS
CONTRACT)
EXISTING SLUICE
EXISTING
BAFFLE DIKE
EXISTING
BAFFLE
DIKE
EXISTING SLUICE
CELL B EAST
CELL B WEST
MINOR CONTOUR
(TYP)
MAJOR CONTOUR (TYP)
EXISTING
SLUICE OUTFALL
(3) 30" PIPES
CELL A WEST
(NOT AVAILABLE
THIS CONTRACT)
DENSE VEGETATION
DENSE VEGETATION
DENSE VEGETATION
D
E
N
V
G
E
T
A
T
I
O
N
DENSE VEGETATION
DENSE VEGETATION
DENSE VEGETATION
D
E
N
G
E
T
A
T
I
O
N
D
E
N
G
E
T
A
T
I
O
N
D
E
N
G
E
T
A
T
I
O
N
D
E
N
G
E
T
A
T
I
O
N
D
E
N
G
E
T
A
T
I O
N
C
O
V
E
F
A
L
W
N
S
H
R
K
N 470,000
E
E
E
E
N 474,000
N 473,000
N 472,000
E
N 471,000
E
E
E
E
N 474,000
N 473,000
N 472,000
N 471,000
E
E
E
E
PREVIOUS CONTRACT
RAISED DIKE TOP TO
ELEV. +20
E
E
25' 5' 25'
1' MIN.
COVER
DRIVING DIRECTION
DREDGE PIPE
EXISTING ACCESS ROAD
CRUSHED AGGREGATE RAMP, FULL WIDTH OF
ACCESS ROAD. PLACE AND COMPACT HORIZONTAL
LIFTS, MAX. LOOSE LIFT THICKNESS OF 12".
GENERAL NOTES - DISPOSAL AREAS:
1. VERTICAL DATUM FOR LAND SURVEYS IS BASED ON NATIONAL GEODETIC SURVEY MEAN SEA LEVEL.
WATER SOUNDINGS ARE SHOWN IN MLLW.
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.
10. WATER DEPTHS AROUND THE DISCHARGE POINT FOR THE OFFLOADER BARGE AND SCOWS SHOWN
ARE FROM A SURVEY TAKEN 6 JULY 2021. SEE THE FOLLOWING WEB SITE FOR THE MOST RECENT
CHANNEL SURVEYS: https://www.nap.usace.army.mil/Missions/Civil-Works/Surveys/
NORTH
PLAN
PLAN - MONEY ISLAND DISPOSAL AREA
PLAN - MONEY ISLAND DISPOSAL AREA
NTS
TYPICAL DETAIL - DREDGE PIPE LINE CROSSING
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 A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
A D
D A
D D
-W
B U
B
P L
O N
L A
S
P O
S A
L
A
R E
A d w g
P L
O N
L A
S
P O
S A
L
A
R E
A
D E
L A
W A
V
E R
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P H
I L
A D
E L
P H
I A
P
E N
N S
Y L
V A
N
T
R E
N T
O N
N
R S
E Y
C-401
| Sheets and Views |
| G-001 COVER SHEET |
| C-001 GENERAL INFORMATION SHEET |
| C-101 GENERAL PLAN |
| GENERAL PLAN AND SHEET INDEX STA. 0+000 TO STA. 58+657.7(2) |
| GENERAL PLAN AND SHEET INDEXSTA. 58+657.7 TO STA. 153+040.9 |
| C-103 PLAN - STA. 16+858.4 TO STA. 24+147.5 |
| PLAN - STA 16+858.4 TO STA 24+147.5 |
| C-104 PLAN - STA. 24+147.5 TO STA. 31+304.5 |
| PLAN - STA 24+147.5 TO STA 31+304.5 |
| C-105 PLAN - STA. 31+304.5 TO STA. 37+873.3 |
| PLAN - STA 31+304.5 TO STA 37+873.3 |
| C-106 PLAN - STA. 37+873.3 TO STA. 45+079.8 |
| PLAN - STA 37+873.3 TO STA 45+079.8 |
| C-107 PLAN - STA. 45+079.8 TO STA. 51+056.2 |
| PLAN - STA 45+079.8 TO STA 51+056.2 |
| C-109 PLAN - STA. 58+657.8 TO STA. 65+822.6 |
| PLAN - STA 58+657.8 TO STA 65+822.6 |
| C-301 CHANNEL SECTIONS |
| SECTION - STA 19+450 |
| SECTION - STA 24+450 |
| SECTION - STA 29+600 |
| SECTION - STA 31+500 |
| SECTION - STA 43+400 |
| SECTION - STA 45+400 |
| C-302 CHANNEL SECTIONS |
| AS #7 - STA 60+400 |
| C-401 PLAN - MONEY ISLAND DISPOSAL AREA |
| PLAN - MONEY ISLAND DISPOSAL AREA |
| TYPICAL DETAIL - DREDGE PIPE LINE CROSSING |
| 2021-07-27T15:39:55-0400 | |
| MOFFATT.BARBARA.F.1228997893 |
| 2021-07-30T10:26:52-0400 | |
| SCHWAIGER.ANDREW.J.1386616422 |
File details come from the government source that posted it. Updated .