W912BU20B0012-Dwgs_Amendment0003.pdf
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- Solicitation number
- W912BU20B0012
About this file
This document package includes engineering drawings and specifications for maintenance dredging of the Delaware River from Philadelphia to the sea. The solicitation is for dredging services at multiple locations including the Delaware River, Marcus Hook, Deepwater and New Castle Island Ranges. Services required include dredging, removal and disposal of materials from the river. The U.S. Army Corps of Engineers Engineering District Philadelphia is the contracting agency. Drawings provide details on dredging limits, channel geometry, disposal areas and instrumentation. Specifications address dredging sequences, material disposal requirements and coordination with existing structures.
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VICINITY MAP
LOCATION MAP
SCALE IN MILES
1.25 1.25 2.5 5
SCALE IN MILES
25 12.5 25 50 100
OF WORK
VICINITY
SUBMITTED:
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
PETER M. TRANCHIK, P.E.
CHIEF, ENGINEERING BRANCH
ANDREW J. SCHWAIGER, P.E.
THIS PROJECT WAS DESIGNED BY THE
PHILADELPHIA DISTRICT OF THE U.S.
ARMY CORPS OF ENGINEERS. THE
INITIALS OR SIGNATURES AND
REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE
SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152.
US Army Corps of Engineers
DISTRICT
D A
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SHEET NUMBER
B Y
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SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
G-001
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D E
LP
H
IA
PHILADELPHIA
MAINTENANCE DREDGING
PA, NJ, AND DE
DELAWARE RIVER, PHILADELPHIA TO THE SEA
100% 26 AUG 2020
W912BU20B0012
LOCATIONS OF
BASE BID WORK
DRAWING INDEX
SHEET NUMBER SHEET TITLE
GENERAL
G-001
COVER SHEET
CIVIL
C-001
GENERAL INFORMATION SHEET
C-101
GENERAL PLAN - STA. 0+000 TO STA. 176+860
C-102
GENERAL PLAN - STA. 176+860 TO STA. 326+829.53
C-103
PLAN - STA. 0+000 TO STA. 6+236
C-104
PLAN - STA. 0+000 TO STA. 6+236
C-301
WILMINGTON HARBOR TYPICAL SECTIONS
C-302
WILMINGTON HARBOR TYPICAL SECTIONS
C-401
PLAN - PEDRICKTOWN SOUTH DISPOSAL AREA
C-402
PLAN - KILLCOHOOK DISPOSAL AREA No 2 a a a
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ISLAND
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RHODE
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PROVIDENCE
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ALBANY
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JERSEY
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NEW
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PHILADELPHIA
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ATLANTIC CITY
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CONNECTICUT
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LONG ISLAND
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NEW YORK
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LONG ISLAND SOUND
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HARTFORD
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MASS.
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OCEAN CITY
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WASHINGTON
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CHESAPEAKE BAY
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BAY
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DELAWARE
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NORFOLK
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DELAWARE
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ATLANTIC OCEAN
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BALTIMORE
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BUFFALO
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PENNSYLVANIA
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HARRISBURG
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PITTSBURGH
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LAKE
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ERIE
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ERIE
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CANADA
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ROANOKE
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VIRGINIA
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VIRGINIA
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WEST
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RICHMOND
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MARYLAND
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NEW YORK
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MIDDLETOWN
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NEW JERSEY
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DELWARE RIVER
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DELAWARE
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MARYLAND
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BRIDGE
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C&D CANAL
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REEDY POINT
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SALEM
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NEWARK
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ELKTON
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CITY
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DELAWARE
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JERSEY
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NEW
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CASTLE
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NEW
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DELAWARE
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ELSMERE
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GROVE
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PENNS
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PENNSYLVANIA
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WILMINGTON
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CHESAPEAKE
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CITY BRIDGE
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NORTH
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NORTH
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CHRISTINA RIVER
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
EXISTING MAJOR CONTOUR (DISPOSAL AREA)
EXISTING MINOR CONTOUR (DISPOSAL AREA)
2M-P
BOTTOM SAMPLE LOCATION
EXISTING UTILITY POLE
SMB-01
EXISTING MONITORING WELL
42.40
SPOT ELEVATION (DISPOSAL AREA)
OR
X-101
SCALE:
VIEW NAME
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
X-101
CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION SYMBOL
(NUMERIC)
AMENDMENT SYMBOL
(ALPHA)
1 a
VIEW TITLE SYMBOL
SECTION CUT SYMBOL
VIEW IDENTIFICATION NUMBER
VIEW NAME
DIRECTION OF VIEW
CALLOUT SYMBOL
CALLOUT AREA VIEW
MATCHLINE SYMBOL
CALLOUT IDENTIFICATION
NUMBER
DETAIL SHEET
REF NUMBER
DRAWING SHEET
MATCHING REFERNECE
NUMBER
DRAWING SHEET SYMBOLS
GRAPHIC BAR SCALE SYMBOLS
PRIMARY
SCALE
EXTENSION
SCALE
X
SECTION IDENTIFICATION NUMBER
DETAIL SHEET
REF NUMBER
X X X X
PRIMARY
SCALE
EXTENSION
SCALE
V: X X X X X
X X X X
H: X
SCALE IN FEET/METERS
(SINGLE SCALE, SCALE BAR)
SCALE IN FEET/METERS
(HORIZONTAL/VERTICAL SCALE BAR)
DIRECTION OF
MAGNETIC NORTH
NNORTH
PLAN
MAGNETIC
NORTH
PLAN
NORTH
NORTH SYMBOLS
DREDGING LEGEND
COORDINATE - NORTHING AND EASTING
A.S. #1
ACCEPTANCE SECTION
BUOY MARKERS
CHANNEL CENTERLINE
DD/MMM/YYYY DD/MMM/YYYY
APPROXIMATE BORDERS OF GOVERNMENT
OWNED DISPOSAL AREAS TO BE USED IN
CONTRACT
APPROXIMATE LOCATION OF
WORK (DELAWARE RIVER)
DATE OF
SURVEYS
ABBREVIATIONS
ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION
AD AREA DRAIN FF FINISHED FLOOR PSI POUNDS PER SQUARE INCH
ADDL ADDITIONAL FIN FINISH PIV POST INDICATOR VALVE
AFF ABOVE FINISHED FLOOR FL FLOOR RAD RADIUS
BD BOARD FM FORCE MAIN REINF REINFORCEMENT
BIT BITUMINOUS FT
FOOT, FEET
REM REMOVABLE
BL BASE LINE FTG FOOTING ROW RIGHT OF WAY
BLDG BUILDING G GROUND S SOUTH
BM BEAM GOVT GOVERNMENT SCH SCHEDULE
BMP BEST MANAGEMENT PRACTICE GR GRADE SECT SECTION
BOT BOTTOM HORIZ HORIZONTAL SPEC SPECIFICATION
BVCE BEGINNING OF VERTICAL CURVE ELEVATION HS HIGH STRENGTH SPRT SUPPORT
BVCS BEGINNING OF VERTICAL CURVE STATION HT HEIGHT SQ SQUARE
CMU CONCRETE MASONRY UNIT HVY HEAVY SST STAINLESS STEEL
CO CLEAN OUT IN INCH STA STATION
COL COLUMN INSUL
INSULATION, INSULATED
STD STANDARD
CONC CONCRETE IINT INTERIOR STRUCT STRUCTURAL
CONSTR CONSTRUCTION INV INVERT SUSP SUSPENDED
CONT CONTINUOUS LL LIVE LOAD SYS SYSTEM
CTRL CONTROL LP LOW POINT TEMP TEMPORARY
CWL CONTRACTOR WORK LIMITS LT LIGHT TD TRENCH DRAIN
DET DETAIL LVC LENGTH OF VERTICAL CURVE TDO TRENCH DRAIN OUTLET PIPE
DGA DENSE GRADED AGGREGATE JCT JUNCTION TELE TELEPHONE
DIA DIAMETER MATL MATERIAL TOPO TOPOGRAPHY
DIM DIMENSION MAX MAXIMUM TYP TYPICAL
DL DEAD LOAD MIN MINIMUM UD UNDERDRAIN
DWG DRAWING MISC MISCELLANEOUS UDO UNDERDRAIN OUTLET PIPE
E EAST N NORTH UE UNDERGROUND ELECTRIC
EA EACH NLT NOT LESS THAN UGND UNDERGROUND
ECM EROSION CONTROL MAT NTS NOT TO SCALE UNO UNLESS NOTED OTHERWISE
EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UOP UNDERDRAIN OUTLET PIPE
EL ELEVATION OD OUTSIDE DIAMETER UXO UNEXPLODED ORDINANCE
ELEC ELECTRIC OH OVERHEAD VB VINYL BASE
EOP EDGE OF PAVEMENT OPG OPENING VC VERTICAL CURVE
EOS EDGE OF SHOULDER OPP OPPOSITE VCT VINYL COMPOSITION TILE
EQ EQUAL PC POINT OF CURVE VOL VOLUME
EQUIP EQUIPMENT PD PAVEMENT DRAIN VERT VERTICAL
EXH EXHAUST PI POINT OF INFLECTION VTR VENT THROUGH ROOF
EXIST EXISTING PI POINT OF INFLECTION W/ WITH
EXP
EXPANSION, EXPOSED
PIV POINT OF VERTICAL INFLECTION W WEST
EXP JT EXPANSION JOINT POT POINT OF TANGENT WL WATER LEVEL
EXT EXTERIOR PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE
FIG FIGURE SINGLE PNL PANEL W/O WITHOUT
FDTN FOUNDATION PSF POUNDS PER SQUARE FOOT A.S. ACCEPTANCE SECTION
EDGE OF CHANNEL (TYP.)
MLLW
ELEV. 0.00 (NAVD 88)
DELAWARE RIVER DATUM REFERENCE
MARCUS HOOK RANGE
STA, 115+620.01 - STA. 141+459.80
N.T.S.
MLLW
ELEV. 0.00 (NAVD 88)
DELAWARE RIVER DATUM REFERENCE
NEW CASTLE RANGE
STA. 212+592.81 - STA. 238+982.71
N.T.S.
DATUM CONVERSIONS
GENERAL NOTES:
1. HORIZONTAL REFERENCE - NAD83, NEW JERSEY STATE PLANE, ZONE 2900.
2. VERTICAL REFERENCE - ALL DEPTHS SPECIFIED FOR DREDGING ARE REFERENCED TO MEAN LOWER LOW
WATER (M.L.L.W). SEE DATUM REFERENCE ON THIS SHEET.
3. NOAA'S TIDAL EPOCH - 1983-2001.
4. THE GOVERNMENT FURNISHED DISPOSAL AREAS AVAILABLE FOR USE UNDER THIS CONTRACT ARE
PEDRICKTOWN SOUTH (SEE SHEET C-401) AND KILLCOHOOK AREA NUMBER 2 (SEE SHEET C-402). MATERIAL
FROM WILMINGTON HARBOR CAN ONLY BE PLACED IN PEDRICKTOWN SOUTH DISPOSAL AREA.
5. QUESTIONS CONCERNING BOTH HORIZONTAL AND VERTICAL CONTROL SHOULD BE DIRECTED TO
PHILADELPHIA DISTRICT CORPS OF ENGINEERS SURVEY BRANCH POC, STEVE FARRELL, AT (215) 656-6790.
6. FOR DELAWARE RIVER CHANNEL CENTERLINE GEOMETRY SEE APPENDIX C-51, CENTERLINE AND EDGE
COORDINATES IN THE CONTRACT SPECIFICATIONS.
7. FOR WILMINGTON HARBOR CHANNEL CENTER LINE GEOMETRY SEE SHEET C-103.
8. ALL SURVEYS MEET STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL
EM1110-2-1003, DATED NOVEMBER 30, 2013 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
9. HYPACK, INC. SOFTWARE WAS USED TO PERFORM SOUNDING SELECTION AND CONTOUR GENERATION.
10. THE EXISTING SOUNDINGS FOR WILMINGTON HARBOR ARE A RESULT OF SURVEYS CONDUCTED IN MAY 20, 2019 AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.
MLLW
ELEV. 0.00 (NAVD 88)
DELAWARE RIVER DATUM REFERENCE
DEEPWATER POINT RANGE
STA. 187+000 - STA. 200+000
N.T.S.
OBSTRUCTION TO NAVIGATION
EHW-01
ELW-01
MLLW
ELEV. 0.00 (NAVD 88)
TIDAL/DATUM REFERENCE
WILMINGTON HARBOR
N.T.S.
APPROXIMATE LOCATION OF
WORK (WILMINGTON HARBOR)
D
2 3
C
4 5
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1 2 3 4 5
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P H
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A
C-001
PHILADELPHIA
REQUIRED DREDGING
ALLOWABLE OVERDEPTH
EXISTING BOTTOM
CROSS SECTION LEGEND
EXISTING LIGHTS
EXISTING INCLINOMETER
EXISTING HORIZONTAL CONTROL POINT/BENCHMARK
EXISTING PIEZOMETER
EXISTING SLUICE
39.5
SOUNDING VALUE (WILMINGTON HARBOR)
38' CONTOUR (WILMINGTON HARBOR)
35' CONTOUR (WILMINGTON HARBOR)
EXISTING BULKHEAD
TOP OF DIKE (DISPOSAL AREA)
EEF-3
INSTRUMENTATION LOCATION (DISPOSAL AREA)
EHW-18
a a a a a a a a a a a a
PAY LIMITS
EXISTING CHANNEL LIMITS (INCLUDING BEND)
25' 25'
EXISTING BOTTOM
1' OVERDEPTH
REQUIRED DEPTH 46' -
.6
.8
19+547.79
21+902.20
20+000
.0
31+505.75
TINICUM RANGE
E
D
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FT. MIFFLIN
R
I D
L
E
Y
C
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E
E
K
CRUM LYNNE
EDDYSTONE
MARCUS
HOOK
CLAYMONT
GRUBBS
LANDING
HOLLY OAK
BELLEVUE
EDGEMOOR
PENNS
GROVE
LEAGUE ISLAND
GLOUCESTER
CITY
WALT
WHITMAN
BRIDGE
PAULSBORO
COMMODORE
BARRY
BRIDGE
RACCOON
CREEK
CHERRY ISLAND
S
C
H
U
Y
L
K
I
V
E
R
BENJAMIN
FRANKLIN
BRIDGE
RICHMOND
CAMDEN
CHESTER
PEDRICKTOWN SOUTH
DISPOSAL AREA
(AVAILABLE FOR THIS CONTRACT)
(SEE SHEET C-401)
PEDRICKTOWN NORTH
DISPOSAL AREA
(NOT IN CONTRACT)
OLDMANS
DISPOSAL AREA
(NOT IN CONTRACT)
NATIONAL PARK
DISPOSAL AREA
(NOT IN CONTRACT)
WILMINGTON HARBOR NORTH
DISPOSAL AREA
(NOT IN CONTRACT)
BASE BID
(SEE 2/C-101)
CHRISTINA RIVER
WILMINGTON HARBOR
MIFFLIN DISPOSAL AREA
(NOT AVAILABLE FOR THIS CONTRACT)
CHANNEL LIMIT,
(TYP)
CHANNEL CENTERLINE,
(TYP)
BASE BID
(SEE NOTE 2)
WILMINGTON
HARBOR SOUTH
DISPOSAL AREA
(NOT IN CONTRACT)
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEETS C-103 AND C-104 FOR WILMINGTON HARBOR DREDGING PLAN.
MATCHLINE MATCHLINE
RE: C-102 RE: C-102
D
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C-101
PHILADELPHIA
GENERAL PLAN - STA. 0+000 TO STA. 176+860
GENERAL PLAN - STA. 0+000 TO STA. 176+860
NTS
TYPICAL SECTION (PAY LIMITS) BASE BID MARCUS HOOK RANGE
TYPICAL SECTION (PAY LIMITS) BASE BID MARCUS HOOK RANGE
a a a
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NORTH
AutoCAD SHX Text
PLAN
AutoCAD SHX Text 4000'
AutoCAD SHX Text 4000'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
2000'
326,000
325,000
324,000
323,000
322,000
326,000
324,000
323,000
322,000
L
O
B
D
E
N
A
L
W
I
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DSWA LANDFILL
WILMINGTON HARBOR NORTH DISPOSAL AREA
S
U
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325,000
321,000
E
B
B
(NOT AVAILABLE UNDER THIS CONTRACT)
D
E
L
A
W
A
V
E
R
(NOT AVAILABLE UNDER THIS CONTRACT)
R "2"
FLASH
EBB
TIDE
"TERMINAL WEST
1966 - 1984"
A
A
BELLEVUE RANGE
REAR LIGHT
WILMINGTON HARBOR SOUTH DISPOSAL AREA
(NOT AVAILABLE UNDER THIS CONTRACT)
A
A
N 322,758.22
E 208,176.94
N 322,623.70
E 208,135.03
N 323,513.32
E 206,119.95
N 325,460.13
E 202,552.17
N 325,277.14
E 202,471.39
N 325,094.19
E 202,390.61
NORTH CHANNEL
EDGE
SOUTH CHANNEL
EDGE
N 324,479.47
E 204,278.17
CHANNEL ℄
N 324,286.11
E 204,220.25
N 324,341.31
E 204,244.50
N 324,815.84
E 204,803.81
N 324,652.35
E 204,381.83
N 324,407.91
E 205,727.78
N 323,247.32
E 208,328.82
V
A
R
I
E
S
N 323,824.36
E 206,257.25
C
A
B
L
N
C
R
E
"TERMINAL EAST 66
RESET 1984"
CHRISTINA SOUTH
ENTRANCE LIGHT
EDGEMOORE
JETTY LIGHT
"NORTH TWR.
1991"
NORTH CHANNEL
EDGE
SOUTH CHANNEL
EDGE
1HA
3HA
2HA
BOTTOM SAMPLE
LOCATION (TYP)
T
U
R
N
I
S
I
N
N 325,483.00
E 202,562.27
N 324,679.40
E 204,382.45
N 324,842.90
E 204,804.44
N 324,428.63
E 205,742.73
N 323,846.52
E 206,270.87
N 323,271.20
E 208,336.26
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 T
E H
E M
C E
M C
P H
I L A
D E
L P
H I A
-W
B U
B
A M
O
C T
P L
T A
S
T A d w g
P L
T A
S
T A
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P A
N
J
A
D E
L A
W A
V
E R
P
H I L
A D
E L
P H
T
A
C-103
ASDAS
PLAN - STA. 0+000 TO STA. 6+236
PLAN - STA. 0+000 TO STA. 6+236
1. DREDGING SHALL BEGIN IN A.S. #4 AND PROCEED UPSTREAM TO A.S. #1, UNLESS OTHERWISE DIRECTED BY
THE CONTRACTING OFFICER.
2. SUBMERGED CABLED CONCRETE MATS ARE LOCATED ON THE EXISTING BOTTOM IN THE AREA SHOWN ABOVE.
THE MATS SLOPE FROM THE EXISTING BULKHEAD LINE OF THE SOUTH JETTY AT THE APPROXIMATE ELEVATION
-25.0 APPROXIMATELY 60 FEET IN THE DIRECTION OF THE CHANNEL TO ELEVATION -40.0 DURING DREDGING
OPERATIONS, ALL PRECAUTIONS NECESSARY TO AVOID CONTACT WITH THE GOVERNMENT-OWNED CONCRETE
MAT REVETMENT SHALL BE TAKEN.
3. THIS IS A CONTOUR DREDGING CONTRACT.
4. ALL MATERIAL FROM WILMINGTON HARBOR SHALL BE DISPOSED OF AT PEDRICKTOWN SOUTH DISPOSAL AREA.
SEE SHEET C-401 FOR PEDRICKTOWN SOUTH DISPOSAL AREA PLAN.
5. SEE SPECIFICATIONS FOR ABSTRACT OF BOTTOM SAMPLES.
NOTES
AutoCAD SHX Text
AutoCAD SHX Text 200'
AutoCAD SHX Text 200'
AutoCAD SHX Text 100'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
NORTH
PLAN
326,000
323,000
325,000
324,000
322,000
324,000
326,000
323,000
L
O
B
D
E
N
A
L
322,000
C
E
N
T
E
R
L
I
E
R
L
A
N
G
E
W
I
L
M
I
N
G
T
R
I
R
M
I
N
A
L
C
H
R
I
S
T
I
V
E
R
S
U
B
M
E
R
G
L
K
H
E
A
D
E
B
B
325,000
321,000
D
E
L
A
W
A
V
E
R
A
A
WILMINGTON HARBOR SOUTH DISPOSAL AREA
(NOT AVAILABLE UNDER THIS CONTRACT)
A
A
"TERMINAL EAST 66
RESET 1984"
CHRISTINA SOUTH
ENTRANCE LIGHT
F
L
O
A
T
I
C
K
"NORTH TWR.
1991"
EDGEMOORE
JETTY LIGHT
BELLEVUE RANGE
REAR LIGHT
"TERMINAL WEST
1966 - 1984"
C-301
C-301
C-301
C-302
C-302
SOUTH CHANNEL
EDGE
NORTH CHANNEL
EDGE
SOUTH CHANNEL
EDGE
NORTH CHANNEL
EDGE
CHANNEL CENTERLINE
CABLED CONCRETE MATS
(SEE NOTE 2)
DSWA LANDFILL
WILMINGTON HARBOR NORTH DISPOSAL AREA
(NOT AVAILABLE UNDER THIS CONTRACT)
(NOT AVAILABLE UNDER THIS CONTRACT)
R "2"
FLASH
EBB
TIDE
5 3
C-302
C-301
1HA
3HA
BOTTOM SAMPLE
LOCATION (TYP)
2HA
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N T
E H
J B
J B
P H
I L A
D E
L P
H I A
-W
B U
B
A M
O
C T
C
A
N
S
T A
S
T A d w g
P L
T A
S
T A
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
P A
N
J
A
D E
L A
W A
V
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P
H I L
A D
E L
P H
T
A
C-104
ASDAS
PLAN - STA. 0+000 TO STA. 6+236
PLAN - STA. 0+000 TO STA. 6+236
1. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM1110-2-1003, DATED NOVEMBER 30, 2013
FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS COMPLETED ON MAY 20, 2019 AND CAN ONLY BE CONSIDERED AS
INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
3. SOUNDINGS AND CONTOURS WERE SELECTED FOR PLOTTING PURPOSES ONLY, USING THE MINIMUM DEPTH OCCURRING EVERY 18 FEET AND KEPT AT
IT'S NOMINAL LOCATION.
4. HYPACK, INC. SOFTWARE WAS USED TO PERFORM THE SOUND SELECTION AND CONTOUR GENERATION.
5. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE USED FOR NAVIGATION.
6. BASE MAPPING LINEWORK OR ORTHOPHOTOGRAPHY HAS BEEN COMPILED FROM A VARIETY OF SOURCES AND DATES AND IS INTENDED TO PORTRAY
GENERAL CHARACTERISTICS OF THE SHORELINE AND OTHER FEAUTURES. TEMPORAL CHANGES MAY HAVE OCCURRED SINCE THIS DATASET WAS
COLLECTED AND SOME PARTS OF THE DATA MAY NO LONGER BE AN ACCURATE REPRESENTATION OF THE SURFACE CONDITIONS.
7. ALL MATERIAL FROM WILMINGTON HARBOR SHALL BE DISPOSED OF AT PEDRICKTOWN SOUTH DISPOSAL AREA. SEE SHEET C-401 FOR PEDRICKTOWN
SOUTH DISPOSAL AREA PLAN.
8. SOUNDINGS ARE EXPRESSED IN FEET & TENTHS AND REFER TO MEAN LOWER LOW WATER.
9. SEE CONTRACT SPECIFICATIONS FOR ABSTRACT OF BOTTOM SAMPLES.
10. SEE SHEET C-103 FOR CHANNEL GEOMETRY.
11. A.S. #1 HAS A MAXIMUM DREDGING DEPTH OF -35.0 NAVD 88 WITH A 1 FOOT ALLOWABLE OVERDEPTH. A.S.#2 - A.S. #4 HAS A MAXIMUM DREDGING DEPTH
OF -38.0 NAVD88 WITH A 1 FOOT ALLOWABLE OVERDEPTH.
NOTES:
> 38.00
35.00 - 37.99
< 35.00
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AutoCAD SHX Text 42 7
AutoCAD SHX Text 37 5
AutoCAD SHX Text 47 6
AutoCAD SHX Text 37 1
AutoCAD SHX Text 37 0
AutoCAD SHX Text 39 5
AutoCAD SHX Text 46 8
AutoCAD SHX Text 13 9
AutoCAD SHX Text 38 5
AutoCAD SHX Text 2 6
AutoCAD SHX Text 38 1
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AutoCAD SHX Text 37 0
AutoCAD SHX Text 2 7
AutoCAD SHX Text 38 5
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AutoCAD SHX Text 27 6
AutoCAD SHX Text 34 3
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AutoCAD SHX Text 44 0
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AutoCAD SHX Text 41 0
AutoCAD SHX Text 38 7
AutoCAD SHX Text 37 0
AutoCAD SHX Text 7 1
AutoCAD SHX Text 47 3
AutoCAD SHX Text 37 9
AutoCAD SHX Text 12 0
AutoCAD SHX Text 40 8
AutoCAD SHX Text 37 4
AutoCAD SHX Text 36 5
AutoCAD SHX Text 37 4
AutoCAD SHX Text 41 9
AutoCAD SHX Text 39 8
AutoCAD SHX Text 17 6
AutoCAD SHX Text 35 9
AutoCAD SHX Text 36 6
AutoCAD SHX Text 37 5
AutoCAD SHX Text 37 2
AutoCAD SHX Text 4 5
AutoCAD SHX Text 10 3
AutoCAD SHX Text 44 4
AutoCAD…
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