W912BU22B0012-Dwgs.pdf
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- W912BU22B0012 BEACH RENOURISHMENT GREAT EGG HARBOR INLET AND PECK BEACH OCEAN CITY, CAPE MAY COUNTY, NJ
- Solicitation number
- W912BU22BXXXX
About this file
This pre-solicitation notice is for beach renourishment services at Great Egg Harbor Inlet and Peck Beach in Ocean City, Cape May County, New Jersey. The opportunity is being issued by the Department of the Army Corps of Engineers Philadelphia District. The solicitation number will be W912BU22B0012 and will involve placing sand along approximately 7 miles of beachfront. Services will include dredging sand from the designated borrow area in Great Egg Harbor Inlet then transporting and grading the material to restore the beach profile. The pre-solicitation provides drawings and cross-sections outlining the project scope and borrow area coordinates. The expected award date was not specified.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract-W912BU22B0012-Great Egg.pdf | ||
| Amendment 0001.pdf | ||
| W912BU22B0012-Specs.pdf | ||
| Pre-Sol-Synopsis-W912BU22B0012.pdf |
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Text version
US Army Corps of Engineers
DISTRICT
D A
T E
S O
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SHEET NUMBER
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SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
G-001
O C
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F N
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B U
B
P H
I L A
D E
L P
H I A
PHILADELPHIA
GREAT EGG HARBOR INLET AND PECK BEACH
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
OCEAN CITY
12 AUGUST 2022
W912BU22B0012
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.
OF PROJECT
LOCATION
VICINITY MAP
N
OF WORK
LOCATION
LOCATION MAP
N
NTS NTS
DRAWING INDEX
SHEET NUMBER DESCRIPTION
GENERAL
G-001 COVER SHEET
CIVIL
C-001 GENERAL INFORMATION SHEET
C-101 GENERAL PLAN
C-102 PLAN - HORIZONTAL GEOMETRY
C-103 PLAN - STA. 0+00 TO STA. 31+88.6
C-104 PLAN - STA. 31+88.6 TO STA. 66+98.8
C-105 PLAN - STA. 66+98.8 TO STA. 105+53.0
C-106 PLAN - STA. 105+53.0 TO STA. 142+15.9
C-301 TYPICAL BEACHFILL SECTIONS
C-302 CROSS SECTIONS - STA. 2+69 TO STA. 64+00
C-303 CROSS SECTIONS - STA. 70+00 TO STA. 124+72
C-401 PLAN - GREAT EGG HARBOR INLET BORROW AREA
X-1011
VIEW NAME
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
X-101
X:XXXX
META
E XXXX
N XXXX
R=XXX'
LOCATION/IDENTFICATION OF UNDER
WATER CULTURAL ANTIQUITY W/
EXCLUSION ZONE
CONTRACTOR ACCESS
SURVEY BASELINE
OUTFALL PIPE
BEACH PATROL DUNE CROSSOVER
BP
STATION
OFFSET
OFFSET
STATION
EXISTING STONE GROIN
APPROX. LOCATION OF UNDER
WATER HAZARD
40+00
VIBRACORE BORING DESIGNATION
FILL SLOPE AND BERM LINE
EXISTING TIMBER GROIN
VEGETATION
CROSS-SECTION LEGEND
CONTRACTOR STAGING/
STORAGE AREA
CONTRACTOR WORK LIMIT POINT
REFERENCE NUMBER/POINT LOCATION
XXX
TIDAL REFERENCE (LOCATION)
MLW
NAVD 88
MHW
GENERAL NOTES:
1. ELEVATIONS ARE EXPRESSED IN FEET AND TENTHS OF A FOOT AND REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.
2. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD 1983).
3. THE CONTRACTOR WORK LIMIT AND LANDWARD EDGE OF BERM LINE SHALL BE THE SAME AND CAN BE FOUND ON SHEETS C-103 TO
C-106. SEE SHEET C-102 FOR CONTRACTOR WORK LIMIT COORDINATE TABLE.
4. THE CONTRACTOR SHALL STAGE AND ACCESS THE SITE FROM THE LOCATIONS SHOWN ON SHEETS C-103 TO C-106.
5. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN SEPTEMBER OF 2021, AND CAN ONLY BE CONSIDERED
REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.
6. THE CONTRACTOR SHALL NOTIFY NEW JERSEY ONE CALL (811 OR 800-272-1000) AT LEAST THREE(3) DAYS BUT NOT MORE THAN TEN(10)
DAYS FOR MARK-OUT OF ONSITE UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES.
CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION SYMBOL
(NUMERIC)
AMENDMENT SYMBOL
(ALPHA)
1 a
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
HORIZONTAL AND VERTICAL CONTROL
MARKER
LINE TYPE LEGEND
BEACHFILL PLAN SYMBOLS LEGEND
SCALE=NTS
SEAWARD EDGE OF BERM
STATION OFFSET
DUNE CENTERLINE
STATION OFFSET
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
CONTRACTOR WORK LIMIT
CENTERLINE/SURVEY-
CONSTRUCTION BASELINE (℄-)
EXISTING ROAD
EXISTING PAPER STREET
EXISTING MEAN HIGH WATER
EXISTING MEAN LOW WATER
BEACHFILL TEMPLATE
X X X X X X
X
EXISTING SAND FENCE
EXISTING FENCE
EXISTING OUTFALL
BORROW AREA LIMIT
EXISTING MAJOR CONTOUR LINE
EXISTING MINOR CONTOUR LINE
SAND FENCE
EXISTING GROUND LINE
BEACHFILL TEMPLATE
BEACHFILL TEMPLATE (NO WORK
REQUIRED AT TIME OF SURVEY)
MEAN HIGH WATER
MEAN LOW WATER
DUNE WITH GRASS
STRAIGHT SAND FENCE
ZIG-ZAG SAND FENCE
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
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PHILADELPHIA
C-001
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C-106
C-105
C-104
C-103
OCEAN CITY
OCEAN CITY
OCEAN CITY
OCEAN CITY
ATLANTIC OCEAN
GREAT EGG
HARBOR INLET
CONTRACTOR STAGING
AND STORAGE AREA
LIMIT OF BEACHFILL (OCEAN CITY)
S U
R V
N
S T
R
A
S U
R V
N
S T
A
GREAT EGG HARBOR INLET BORROW AREA
(SEE NOTE 3)
CONTRACTOR ACCESS
(MORNINGSIDE AVE)
CONTRACTOR ACCESS
(14TH STREET)
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
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C-101
PHILADELPHIA
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. SURVEY AND CONSTRUCTION BASELINE NOT SHOWN FOR
CLARITY.
3. FOR COORDINATES OF BORROW AREA AND ADDITIONAL
DETAILS REGARDING ORDER OF DREDGING WITHIN SUB
AREAS, SEE SHEET C-401 FOR GREAT EGG HARBOR INLET
BORROW AREA.
GENERAL PLAN - OCEAN CITY (NORTH)
GENERAL PLAN - OCEAN CITY (NORTH)
NORTH
PLAN
O
F
I
P
R
O
F
I
A
P
R
O
F
I
P
R
O
F
I
A
P
R
O
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O
F
I
P
R
O
F
I
A
P
R
O
F
I
P
R
O
F
I
A
PROFILE OC017
PROFILE OC016
PROFILE OC014
P R
O F
IL
E
O C
P R
O F
IL
E
O C
P R
O
F
IL
E O
C
P
R
O
F
I
A P
R
O
F
I
P
R
O
F
I
P
R
O
F
I
CONSTRUCTION BASELINE POINTS
PI/P.O.T. STA. NORTHING EASTING
0+00.00 167433.80 477480.55
8+35.61 166621.44 477284.82
16+00.78 165865.39 477167.01
23+29.16 165158.74 476990.43
38+86.87 163934.74 476026.96
55+69.05 162663.47 474925.31
67+23.32 161883.18 474074.73
72+77.97 161642.77 473574.89
83+02.54 161169.71 472666.07
97+82.77 160561.19 471316.71
109+88.90 160077.12 470211.98
121+37.06 159485.85 469227.77
216+37.49 153008.07 462312.70
244+18.15 150923.49 460472.42
260+92.40 149606.32 459438.90
266+72.94 149164.25 459062.61
294+75.07 146921.34 457382.93
345+20.10 142768.24 454518.66
385+54.15 139485.42 452181.32
PRE-PLACEMENT AND POST-PLACEMENT
CONDITION SURVEY ORIGIN/AZIMUTH TABLE
PROFILE ID BASELINE STATION NORTHING EASTING AZIMUTH NORTH
OC003 2+69 167173.06 477417.71 87.17
OC005 11+00 166360.47 477244.14 98.86
OC007 18+00 165671.14 477118.46 104.03
OC008A 22+00 165284.05 477021.74 104.03
OC009 26+00 164945.37 476822.67 128.21
OC011 34+00 164316.83 476327.76 128.21
OC013 41+50 163735.48 475854.27 130.91
OC014 50+26 163073.57 475280.64 135.15
OC016 58+70 162459.63 474703.61 135.15
OC017 64+00 162101.34 474312.59 137.47
OC018A 70+00 161763.64 473826.19 154.31
OC019 75+00 161539.80 473378.04 152.50
OC20A 83+00 161169.67 472666.00 155.73
OC021 88+00 160965.24 472212.91 155.73
OC022 93+00 160759.66 471756.92 155.73
OC023A 99+00 160514.46 471210.07 156.34
OC024 103+00 160353.64 470842.96 156.34
OC025A 111+00 160019.83 470116.63 149.00
OC026 118+00 159659.78 469517.40 149.00
OC027A 124+00 159331.16 469015.14 143.96
OC028 128+00 159096.06 468692.02 143.96
OC030 138+00 158507.98 467883.43 143.96
OC031 143+37 158159.62 467473.61 137.11
OC032 148+00 157861.46 467120.66 139.69
OC034 158+00 157214.48 466358.07 139.69
OC035 165+92 156667.66 465787.21 137.11
OC037 173+00 156162.32 465290.56 134.49
OC039 183+00 155448.94 464589.88 134.49
OC041 193+50 154689.05 463866.51 130.11
OC043 203+00 153991.54 463221.51 132.74
OC045 213+00 153257.10 462542.87 132.74
OC047 223+00 152512.30 461875.07 131.44
OC049 233+00 151762.69 461213.23 131.44
CONTRACTOR WORK LIMIT COORDINATES
(OCEAN CITY NORTH)
POINT NUMBER
NORTHING
167211.5
167590.0
167516.8
167446.9
167174.1
166350.9
165667.1
165291.1
164972.6
164572.3
164626.3
164690.8
164699.1
164682.7
164605.3
164508.3
164324.5
163712.5
163013.5
162355.0
162007.4
161679.5
161027.1
160859.7
160666.6
160395.4
160234.5
159889.1
159510.2
159339.3
159437.5
159425.4
159373.7
159332.5
159167.0
158839.1
158196.3
EASTING
478197.3
477461.2
477393.1
477430.1
477438.7
477305.8
477134.5
476993.7
476788.1
476497.7
476410.3
476322.0
476310.6
476295.9
476396.8
476451.3
476318.0
475880.7
475340.4
474807.7
474398.8
473865.7
472730.3
472260.2
471798.9
471262.2
470895.2
470195.2
469606.4
469344.2
469301.1
469281.1
469307.7
469322.7
469134.6
468755.0
469222.0
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
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SHEET NUMBER
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C-102
PHILADELPHIA
PLAN - HORIZONTAL GEOMETRY (OCEAN CITY NORTH)
PLAN - HORIZONTAL GEOMETRY (OCEAN CITY NORTH)
NORTH
PLAN
STA. -0+81 TO STA. 126+00
L
I
N
G
S
R
L
I
N
G
S
R
L
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G
S
C
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N
D
P
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G
P
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I N
G
S
EXIST STONE
REVETMENT TOP ELEV
3.75 TO 5.25
EXIST GEOTUBES
(SEE NOTE 4)
BEACHFILL COVERING
EXIST STONE
GROIN (TYP)
CONTRACTOR ACCESS
(MORNINGSIDE AVE)
CONTRACTOR WORK LIMIT AND
LANDWARD EDGE OF BERM (TYP)
CONTRACTOR WORK
LIMIT AND LANDWARD
EDGE OF BERM (TYP)
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. SEE CONTRACT SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.
3. SEE SHEET C-102 FOR COORDINATES OF CONTRACTOR WORK LIMIT.
4. THE LOCATION OF THE EXISTING GEOTUBES ARE APPROXIMATE. NO MECHANICAL
EQUIPMENT WILL BE PERMITTED ON THE GEOTUBES. DAMAGE CAUSED BY CONTRACTOR
TO THE GEOTUBES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.
5. THE BEACHFILL TEMPLATE MAY PARTIALLY OR FULLY COVER THE EXISTING OUTFALL
STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAR THE DISCHARGE
END OF THESE STRUCTURES WHILE IN THE 1000' CONSTRUCTION ZONE.
6. HAND PLACEMENT AND/OR SPILLAGE OF BEACHFILL MATERIAL MAY BE REQUIRED BENEATH
THE EXISTING BOARDWALK, MUSIC PIER, FISHING PIER, STAIRS AND RAMPS, UNDER THE
DIRECTION AND APPROVAL OF COR.
EXIST STONE
GROIN
EXIST STONE GROIN
EXIST STONE
GROIN
EXIST STONE
GROIN
EXIST 30"Ø DIP
INV EL 1.31
N: 164887.1
E: 477026.8
EXIST 30"Ø DIP
INV EL 1.27
N: 165882.9
E: 477370.5
EXIST 24"Ø DIP
INV EL 2.68
N: 167024.2
E: 477523.2
EXIST TIMBER GROIN
LIMIT OF WORK
STA. -1+20±
STA. 27+23.35
OFF: 265.93 R
N: 165014.48
E: 476537.36
CONTRACTOR WORK
LIMIT (TYP)
SEAWARD EDGE OF
BERM - EL. +8.75
APPROXIMATE
TOE OF FILL
SEAWARD EDGE OF
BERM - EL. +8.75
OCEAN CITY
ATLANTIC OCEAN
G
R
E
R
B
L
E
T
STA: 18+00.00
OFF: 164.34' LT
STA: 23+60.53 FORWARD
OFF: 163.22' LT
STA: 11+00.00
OFF: 162.65' LT
STA: 0+00.00
OFF: 143.41' LT
SURVEY AND
CONSTR.
GRADE BEACHFILL FROM STATION 0+00
TO EXIST GRADE AT THE TOP OF THE
EXIST STONE GROIN
EXIST STONE
GROIN
MEAN LOW
WATER (MLW)
MEAN HIGH
WATER (MHW)
CONTRACTOR STAGING AND
MATERIAL STORAGE AREA ALONG
BEACH ROAD
COORDINATE LIMITS WITH CITY
(MUST BE OUTSIDE OF ROADWAY
LIMITS)
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
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F I
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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
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B E
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SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
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U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
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N G
I N
E E
R S
D I S
T R
I C
T
D W
N
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Y
R E
V I E
W E
D
B
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D E
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B
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P L O
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C A
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C K
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B
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D A
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S P
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L V
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P H
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D E
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H I A
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O C
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C
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C-103
PHILADELPHIA
PLAN - STA. 0+00 TO STA. 31+88.6 (OCEAN CITY NORTH)
PLAN - STA. 0+00 TO STA. 31+88.6 (OCEAN CITY NORTH)
M A
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H L I N
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NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. SEE CONTRACT SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.
3. SEE SHEET C-102 FOR COORDINATES OF CONTRACTOR WORK LIMIT.
4. THE BEACHFILL TEMPLATE MAY PARTIALLY OR FULLY COVER THE EXISTING OUTFALL STRUCTURES. IT
IS THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAR THE DISCHARGE END OF THESE STRUCTURES
WHILE IN THE 1000' CONSTRUCTION ZONE.
5. HAND PLACEMENT AND/OR SPILLAGE OF BEACHFILL MATERIAL MAY BE REQUIRED BENEATH THE
EXISTING BOARDWALK, MUSIC PIER, FISHING PIER, STAIRS AND RAMPS, UNDER THE DIRECTION AND
APPROVAL OF COR.
6. NORTH STREET AREA: 1,000 CUBIC YARDS JUST NORTH OF NORTH STREET (STA. 36+00 TO STA. 37+50).
STOCKPILE IS ABOUT 150' LONG X 50' WIDE X 4' HIGH, JUST SEAWARD OF BASELINE. EXACT LOCATION
TO BE DETERMINED IN FIELD BY THE COR.
7. 4TH STREET AREA: 1,000 CUBIC YARDS BETWEEN BRIGHTON AVENUE AND 4TH STREET (STA. 61+50 TO
STA. 63+00). STOCKPILE IS ABOUT 150' LONG X 50' WIDE X 4' HIGH, APPROXIMATELY 10' OFF SEAWARD
TOE OF DUNE SAND FENCE. EXACT LOCATION TO BE DETERMINED IN FIELD BY THE COR.
BEACHFILL COVERING
EXIST STONE GROIN
(TYP)
CONTRACTOR WORK LIMIT AND
LANDWARD EDGE OF BERM (TYP)
N: 162187.70
E: 474220.53
EXIST STONE GROIN
EXIST STONE
GROIN
EXISTING STONE GROIN
EXIST 18"Ø DIP.
INV EL 0.97
N: 161695.9
E: 474474.7
EXIST 24"Ø DIP
INV EL -0.25
N: 161999.2
E: 474822.4
EXIST 18"Ø DIP
INV EL 0.21
N: 162858.9
E: 475525.4
EXIST 12"Ø DIP
(OUT OF SERVICE)
EXIST 30"Ø DIP
INV EL -1.14
N: 163294.8
E: 476011.6
EXIST 12"Ø DIP
INV EL 2.10
N: 163830.0
E: 476299.6
SURVEY AND
CONSTR.
APPROXIMATE
TOE OF FILL
APPROXIMATE
TOE OF FILL
SEAWARD EDGE OF
BERM - EL. +8.75SEAWARD EDGE OF
BERM - EL. +8.75
OCEAN CITY
ATLANTIC OCEAN
STA: 34+00.00
OFF: 212.81' LT
STA: 41+50.00
OFF: 235.41' LT
STA: 50+26.00
OFF: 212.47' LT
STA: 58+70.00
OFF: 210.58' LT
EXIST 36"Ø DIP
INV EL -1.25
N: 162447.4
E: 475247.5
MEAN LOW
WATER (MLW)
MEAN HIGH
WATER (MHW)
OPTION 4 -
STOCKPILE 1
(SEE NOTE 6)
OPTION 4 -
STOCKPILE 2
(SEE NOTE 7)
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
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N
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SHEET NUMBER
B Y
D E
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S U
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M I T
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D I S
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V I E
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D E
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P L O
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C-104
PHILADELPHIA
PLAN - STA. 31+88.6 TO STA. 66+98.8 (OCEAN CITY NORTH)
PLAN - STA. 31+88.6 TO STA. 66+98.8 (OCEAN CITY NORTH)
M A
T C
H L I N
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C H
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M A
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H L I N
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U L K
H E
A D
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. SEE CONTRACT SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.
3. SEE SHEET C-102 FOR COORDINATES OF CONTRACTOR WORK LIMIT.
4. THE BEACHFILL TEMPLATE MAY PARTIALLY OR FULLY COVER THE EXISTING OUTFALL
STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAR THE
DISCHARGE END OF THESE STRUCTURES WHILE IN THE 1000' CONSTRUCTION ZONE.
5. HAND PLACEMENT AND/OR SPILLAGE OF BEACHFILL MATERIAL MAY BE REQUIRED
BENEATH THE EXISTING BOARDWALK, MUSIC PIER, FISHING PIER, STAIRS AND RAMPS,
UNDER THE DIRECTION AND APPROVAL OF COR.
6. 5TH STREET AREA: 5,000 CUBIC YARDS BETWEEN 5TH STREET AND 6TH STREET (STA.
66+50 TO STA. 73+00). STOCKPILE IS ABOUT 650' LONG X 52' WIDE X 4' HIGH,
APPROXIMATELY 20' OFF THE SEAWRD SIDE OF THE BOARDWALK. EXACT LOCATION TO BE
DETERMINED IN FIELD BY THE COR.
7. MOORLYN AVENUE AREA: 3,000 CUBIC YARDS BETWEEN MOORLYN AVENUE AND 10TH
STREET (STA. 88+00 TO STA. 98+00). STOCKPILE IS ABOUT 200' LONG X 50' WIDE X 4' HIGH, APPROXIMATELY 10' OFF EXISTING SEAWARD DUNE TOE. EXACT LOCATION TO BE
DETERMINED IN FIELD BY THE COR.
E
X
I
B
A
R
D
W
A
L
K
C
O
N
T
R
A
C
T
K
M
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T
L
A
N
D
W
A
Y
P
BEACHFILL COVERING
EXIST STONE
GROIN (TYP)
C
O
N
T
R
A
C
T
K
M
D
L
A
N
D
W
A
Y
P
EXIST
BOARDWALK
N: 161108.15
E: 471747.55
EXIST STONE GROIN
EXIST STONE
GROIN
EXIST
STONE
GROIN
EXIST 24"Ø DIP
INV EL 1.91
N: 160330.0
E: 471546.7
EXIST 36"Ø DIP
INV EL 0.01
N: 160498.2
E: 472095.7
EXIST 12"Ø DIP
INV EL 0.79
N: 160705.8
E: 472534.1
EXIST 24"Ø DIP
INV EL 0.01
N: 160760.8
E: 472685.7
EXIST 36"Ø DIP
INV EL 0.59
N: 161320.4
E: 473859.9
APPROX LANDWARD
EDGE OF BERM
APPROXIMATE
TOE OF FILL
E
X
I
V
I
L
I
Y
P
SURVEY AND
CONSTR.
APPROXIMATE
TOE OF FILL
SEAWARD EDGE OF
BERM - EL. +8.75
ATLANTIC OCEAN
OCEAN CITY
STA: 67+11.59
OFF: 268.26' LT
STA: 75+00.00
OFF: 245.57' LT
STA: 88+00.00
OFF: 207.30' LT
STA: 93+00.00
OFF: 210.00' LT
STA: 83+00.00
OFF: 204.50' LT
STA: 99+00.00
OFF: 214.40' LT
STA: 103+00.00
OFF: 220.81' LT
SEAWARD EDGE OF
BERM - EL. +8.75
MEAN LOW
WATER (MLW)
MEAN HIGH
WATER (MHW)
OPTION 4 -
STOCKPILE 3
(SEE NOTE 6)
OPTION 4 -
STOCKPILE 4
(SEE NOTE 7)
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
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A T
I O
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B E
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F I
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M A
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SHEET NUMBER
B Y
D E
S C
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S U
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M I T
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D I S
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V I E
W E
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D E
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P L O
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C A
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P H
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H I A
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T A d w g
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C-105
PHILADELPHIA
PLAN - STA. 66+98.8 TO STA. 105+53.0 (OCEAN CITY NORTH)
PLAN - STA. 66+98.8 TO STA. 105+53.0 (OCEAN CITY NORTH)
M A
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H L I N
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C H
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H L I N
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C
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. SEE CONTRACT SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.
3. SEE SHEET C-102 FOR COORDINATES OF CONTRACTOR WORK LIMIT.
4. CONTRACTOR ACCESS AT 14TH STREET HAS A MAXIMUM WEIGHT LIMIT OF 26,000 LBS.
5. LANDWARD EDGE OF FILL AND CONTRACTOR WORK LIMIT (CWL) HAS BEEN ADJUSTED TO
AVOID BEACHFILL ON PRIVATE PROPERTY. RESTRICTED LIMITS ARE AS LABELED ON PLAN.
CONTRACTOR SHALL VERIFY LOCATIONS WITH THE CITY OF OCEAN CITY AND THE COR
BEFORE BEGINNING ANY WORK IN THE VICINITY OF THESE PROPERTIES (SEE CONTRACT
SPECIFICATIONS). LOW GROUND MAY BE ENCOUNTERED IN THESE AREAS, AND THE
CONTRACTOR SHALL USE A METHOD OF SAND PLACEMENT THAT ACCOUNTS FOR THIS
CONDITION.
6. THE BEACHFILL TEMPLATE MAY PARTIALLY OR FULLY COVER THE EXISTING OUTFALL
STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAR THE
DISCHARGE END OF THESE STRUCTURES WHILE IN THE 1000' CONSTRUCTION ZONE.
7. HAND PLACEMENT AND/OR SPILLAGE OF BEACHFILL MATERIAL MAY BE REQUIRED
BENEATH THE EXISTING BOARDWALK, MUSIC PIER, FISHING PIER, STAIRS AND RAMPS,
UNDER THE DIRECTION AND APPROVAL OF COR.
RESTRICTED AREA
(SEE CONTRACT
SPECIFICATIONS)
N: 159360.54
E: 468594.85
EXIST TIMBER AND
STONE GROIN
EXIST TIMBER AND
STONE GROIN
EXIST TIMBER
GROIN
EXIST 12"Ø DIP
INV EL 6.13
EXIST 24"Ø DIP
INV EL 1.29
EXIST 18"Ø DIP
INV EL 1.45
EXIST 18"Ø DIP
INV EL 1.53
EXIST 12"Ø DIP
INV EL 4.20
N: 159225.2
E: 469451.4
EXIST 36"Ø DIP
INV EL 1.43
N: 159350.0
E: 470055.0
EXIST TIMBER AND
STONE GROIN
EXIST 12"Ø DIP
INV EL 0.04
N: 159875.6
E: 470799.4
LIMIT OF WORK
STA. 129+00±
CONTRACTOR ACCESS
(14TH ST) (SEE NOTE 4)
CONTRACTOR WORK
LIMIT AND LANDWARD
EDGE OF BERM (TYP)
EXIST 36"Ø DIP
INV EL -0.21
N: 159660.8
E: 470384.5
SURVEY AND
CONSTR.
APPROXIMATE
TOE OF FILL
SEAWARD EDGE OF
BERM - EL. +8.75
ATLANTIC OCEAN
OCEAN CITY
CONTRACTOR WORK
LIMIT (TYP)
STA: 111+00.00
OFF: 242.26' LT
STA: 118+00±
OFF: 255.00' LT
STA: 124+00.00
OFF: 247.01' LT
BEACHFILL AROUND
EXIST GROIN (TYP)
STA: 124+71.77
OFF: 241.13' LT
MEAN LOW
WATER (MLW)
MEAN HIGH
WATER (MHW)
A P
P R
O X
IM
A
T E
L O
C A
T
IO
N O
F
S
IN
D
IA
S H
IP
W
R E
C K
RESTRICTED AREA LIMITS
POINT #
EASTING
468191.49
468497.69
468357.61
468051.41
NORTHING
158183.23
158483.70
158626.45
158325.99
STA OFF
STA 137+41 444' LT
STA 133+17 381' LT
STA 133+46 183' LT
STA 137+69 246' LT
EXISTING
FISHING PIER
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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F I
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SHEET NUMBER
B Y
D E
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D I S
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C-106
PHILADELPHIA
PLAN - STA. 105+53.0 TO STA. 142+15.9 (OCEAN CITY NORTH)
PLAN - STA. 105+53.0 TO STA. 142+15.9 (OCEAN CITY NORTH)
M A
T C
H L I N
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C H
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R E
C
R E
C
1000 800 400 160 0 200880 720 8080
-8
-4
-15
VARIES
(SEE PLANS)
EL. +8.75 NAVD88
EXISTING
GROUND
SURVEY AND CONSTR.
SEAWARD
EDGE OF
BERM
BEACHFILL
APPROXIMATE
TOE OF FILL
LANDWARD EDGE
OF BERM AND
CONTRACTOR WORK
LIMIT
240320480560640960 160
-12
-8
-4
-15
-12
SEE NOTE 3
CONSTRUCTION
TEMPLATE
MHW EL +1.58 FT NAVD88
MHW EL -2.45 FT NAVD88
1000 800 400 160 0 200880 720 8080
-8
-4
-15
VARIES
(SEE PLANS)
EL. +8.75 NAVD88
EXISTING
GROUND
CONSTRUCTION
TEMPLATE
SURVEY AND CONSTR.
SEAWARD
EDGE OF
BERM
BEACHFILL
APPROXIMATE
TOE OF FILL
LANDWARD EDGE OF BERM AND
CONTRACTOR WORK LIMIT
240320480560640960 160
-12
-8
-4
-15
-12
EXISTING BOARDWALK
ON PILES
SEAWARD EDGE OF
EXIST BOARDWALK
SEE NOTE 3
MHW EL +1.58 FT NAVD88
MHW EL -2.45 FT NAVD88
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
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B E
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SHEET NUMBER
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D I S
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V I E
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F I L
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T Y
P I C
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C H
F I L
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T I O
N S
G R
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B O
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A
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N
R S
E Y
O C
E A
N
C
I T
Y
C-301
PHILADELPHIA
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. SEE SHEETS C-302 AND C-303 FOR CROSS SECTIONS.
3. HAND PLACEMENT AND/OR SPILLAGE OF BEACHFILL MATERIAL MAY BE REQUIRED
BENEATH THE EXISTING BOARDWALK, MUSIC PIER, FISHING PIER, STAIRS AND
RAMPS, UNDER THE DIRECTION AND APPROVAL OF COR.
TYPICAL SECTION - STA. -1+00 TO STA. 42+75 (OCEAN CITY NORTH)
TYPICAL SECTION - STA. -1+00 TO STA. 42+75 (OCEAN CITY NORTH)
TYPICAL SECTION - STA. 42+75 TO STA. 124+00 (OCEAN CITY NORTH)
TYPICAL SECTION - STA. 42+75 TO STA. 124+00 (OCEAN CITY NORTH)
10008006004002000
-10
-5
STA. 22+00 (OC008A)
MHW EL +1.58 ft NAVD88
MLW EL -2.54 ft NAVD88
-10
-5
900700500300100300 100
SURVEY AND CONSTR.
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
-15 -15
-15 -15
-15 -15
SURVEY AND CONSTR.
SURVEY AND CONSTR.
SURVEY AND CONSTR.
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
STA. 18+00 (OC007)
STA. 11+00 (OC005)
STA. 2+69 (OC003)
10008006004002000
-10
-5
200400
MHW EL +1.58 ft NAVD88
MLW EL -2.54 ft NAVD88
-10
-5
900700500300100300 100
SURVEY AND CONSTR.
STA. 26+00 (OC009)
-15 -15
STA. 25+29±
EXIST 30" Ø DIP
INV ELEV +1.31
STA. 15+43±
EXIST 30" Ø DIP
INV ELEV +1.27
10008006004002000
-10
-5
200400
MHW EL +1.58 ft NAVD88
MLW EL -2.54 ft NAVD88
-10
-5
900700500300100300 100
SURVEY AND CONSTR.
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
-15 -15
-15 -15
-15 -15
SURVEY AND CONSTR.
SURVEY AND CONSTR.
SURVEY AND CONSTR.
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
10008006004002000
-10
-5
200400
MHW EL +1.58 ft NAVD88
MLW EL -2.54 ft NAVD88
-10
-5
900700500300100300 100
SURVEY AND CONSTR.
-15 -15
STA. 50+26 (OC014)
STA. 34+00 (OC011)
STA. 41+50 (OC013)
STA. 58+70 (OC016)
STA. 64+00 (OC017)
STA. 38+13±
EXIST 12" Ø DIP
INV ELEV +2.10
STA. 43+90±
EXIST 30" Ø DIP
INV ELEV -1.14
STA. 50+37±
EXIST 18" Ø DIP
INV ELEV +0.21
STA. 54+59±
EXIST 36" Ø DIP
INV ELEV -1.25
STA. 61+50±
EXIST 24" Ø DIP
INV ELEV -0.25
STA. 66+10±
EXIST 18" Ø DIP
INV ELEV +0.97
STA. -0.81+63±
· LIMIT OF WORK
· TAPER BERM TO EXISTING
GROUND (EL. +8.75)
STA. 3+94±
EXIST 24" Ø DIP
INV ELEV +2.68
-15 -15 -15 -15
-20 -20
-20 -20
-20 -20
20 20 20 20
EXIST GEOTUBE
EXIST GEOTUBE
EXIST GEOTUBE
EXIST GEOTUBE
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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C-302
PHILADELPHIA
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. THE INFORMATION DEPICTED ON THESE CROSS SECTIONS ARE THE
RESULTS OF SURVEYS MADE IN SEPTEMBER OF 2021 AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.
3. SEE SHEET C-102 FOR PROFILE LINE INFORMATION.
4. SEE SHEET C-301 FOR TYPICAL BEACHFILL CROSS SECTIONS.
5. THE CROSS SECTIONS ARE PLOTTED LOOKING BACK STATION ALONG THE
SURVEY AND CONSTRUCTION BASELINE.
6. HAND PLACEMENT AND/OR SPILLAGE OF BEACHFILL MATERIAL MAY BE
REQUIRED BENEATH THE EXISTING BOARDWALK, MUSIC PIER, FISHING
PIER, STAIRS AND RAMPS, UNDER THE DIRECTION AND APPROVAL OF COR.
SCALE IN FEET
H:
V:
200100
10008006004002000
-10
-5
200400
MHW EL +1.58 ft NAVD88
MLW EL -2.54 ft NAVD88
-10
-5
900700500300100300 100
SURVEY AND CONSTR.
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
-15 -15
-15 -15
-15 -15
SURVEY AND CONSTR.
SURVEY AND CONSTR.
SURVEY AND CONSTR.
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
10008006004002000
-10
-5
200400
MHW EL +1.58 ft NAVD88
MLW EL -2.54 ft NAVD88
-10
-5
900700500300100300 100
SURVEY AND CONSTR.
-15 -15
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
-15 -15
-15 -15
SURVEY AND CONSTR.
SURVEY AND CONSTR.
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
STA. 70+00 (OC018A)
STA. 75+00 (OC019)
STA. 83+00 (OC020A)
STA. 88+00 (OC021)
STA. 93+00 (OC022)
STA. 99+00 (OC023A)
STA. 103+00 (OC024A)
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
-15 -15
SURVEY AND CONSTR.
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
STA. 111+00 (OC025A)
STA. 84+53±
EXIST 24" Ø DIP
INV ELEV +0.01
STA. 71+54±
EXIST 36" Ø DIP
INV ELEV +0.59
STA. 86+17±
EXIST 12" Ø DIP
INV ELEV +0.79
STA. 91+41±
EXIST 36" Ø DIP
INV ELEV 0.01
STA. 110+00±
EXIST 36" Ø DIP
INV ELEV -0.21
STA. 105+49±
EXIST 12" Ø DIP
INV ELEV +0.04
STA. 96+69±
EXIST 24" Ø DIP
INV ELEV +1.91
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
-15 -15
SURVEY AND CONSTR.
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
STA. 118+00 (OC026)
10008006004002000
-10
-5
200400
-10
-5
900700500300100300 100
-15 -15
SURVEY AND CONSTR.
MHW EL +1.58 ft NAVD88
MLW EL -2.45 ft NAVD88
STA. 124+00 (OC027A)
STA. 124+72±
· LIMIT OF WORK
· TAPER BERM TO EXISTING
GROUND (EL. +8.75)
-20 -20
-20 -20
STA. 115+50±
EXIST 36" Ø DIP
INV ELEV 1.43
STA. 121+00±
EXIST 36" Ø DIP
INV ELEV 4.20
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
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SHEET NUMBER
B Y
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C-303
PHILADELPHIA
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES AND LEGEND.
2. THE INFORMATION DEPICTED ON THESE CROSS SECTIONS ARE THE
RESULTS OF SURVEYS MADE IN SEPTEMBER OF 2021 AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.
3. SEE SHEET C-102 FOR PROFILE LINE INFORMATION.
4. SEE SHEET C-301 FOR TYPICAL BEACHFILL CROSS SECTIONS.
5. THE CROSS SECTIONS ARE PLOTTED LOOKING BACK STATION ALONG THE
SURVEY AND CONSTRUCTION BASELINE.
6. HAND PLACEMENT AND/OR SPILLAGE OF BEACHFILL MATERIAL MAY BE
REQUIRED BENEATH THE EXISTING BOARDWALK, MUSIC PIER, FISHING
PIER, STAIRS AND RAMPS, UNDER THE DIRECTION AND APPROVAL OF COR.
SCALE IN FEET
H:
V:
200100
DREDGING
EXCLUSION ZONE
SHIPWRECK E-34
R=750'
N=165500
E=480760
E: 483722.44
N: 163341.09
E: 482065.24
N: 162472.49
E: 481090.96
N: 161961.84
E: 479852.42
N: 164324.87
E: 480892.28
N: 164710.41
E: 481592.52
N: 164970.04
NJV-717
NJV-406
NJV-719
NJV-753
NJV-405
NJV-754
NJV-718
E: 482996.30
N: 167952.00
BUOY MOORING
R=90'
N=165411.375
E=484489.466
BUOY MOORING
R=90'
N=165185.196
E=484169.602
E: 481400.67
N: 167365.81
E: 483495.34
N: 168135.33
E: 485608.78
N: 166451.43
E: 486366.18
N: 164726.75
AREA "B"
(AVAILABLE FOR THIS
CONTRACT)
AREA "A"
(AVAILABLE FOR THIS
CONTRACT)
AREA "C"
(AVAILABLE FOR THIS
CONTRACT)
-15
-12
-10
-17
-18
-13
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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A d w g
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C-401
PHILADELPHIA
NOTES:
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. VERTICAL CONTROL IS REFERENCED TO THE
NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
3. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM, 1983 (NAD83).
4. THE CONTOURS DEPICTED ON THIS PLAN REPRESENT THE RESULTS OF SURVEYS (SOUNDINGS) CONDUCTED IN OCTOBER 2021 AND CAN ONLY BE
CONSIDERED AS INDICATIVE OF THE BATHYMETRY AS IT EXISTED AT THAT TIME.
5. SEE CONTRACT SPECIFICATIONS FOR VIBRACORE LOGS AND FOR ASSOCIATED GRADATION CURVES.
6. DREDGING SHALL BEGIN IN AREA A, THEN AREA B, THEN AREA C. SAND RESOURCES WITHIN AREA A AS INDICATED IN THE ADJACENT TABLE SHALL BE
REMOVED PRIOR TO MOVING TO AREA B, THEN SAND RESOURCES WITHIN AREA B AS INDICATED IN THE ADJACENT TABLE SHALL BE REMOVED PRIOR
TO MOVING TO AREA C. CONTRACTOR MOVEMENT FROM ONE BORROW AREA TO THE NEXT SHALL BE APPROVED BY THE CONTRACTING OFFICER
REPRESENTATIVE (COR).
7. AVOID SHIPWRECK E-34 BY A 750 FT. BUFFER, AND BUOY MOORINGS BY A 90 FT. BUFFER, AS IDENTIFIED ON THE PLAN.
BORROW AREA
SECTION
A
B
C
MAX. ALLOWABLE DREDGING
DEPTH (ELEV. FEET, NAVD 88)
-23
-23
-21
LEGEND
DREDGING EXCLUSION ZONE. DUE TO ARCHEOLOGICAL
CONSTRAINTS REGARDING SHIPWRECKS, THE NOTED AREAS
SHALL NOT BE DISTURBED IN ANY WAY BY THE CONTRACTOR
DURING CONTRACT RELATED OPERATIONS.
PLAN - GREAT EGG HARBOR INLET BORROW AREA
PLAN - GREAT EGG HARBOR INLET BORROW AREA
| Sheets and Views |
| G-001 COVER SHEET |
| C-001 GENERAL INFORMATION SHEET |
| C-101 GENERAL PLAN |
| GENERAL PLAN - OCEAN CITY (NORTH) |
| C-102 PLAN - HORIZONTAL GEOMETRY |
| PLAN - HORIZONTAL GEOMETRY - STA. -0+81 TO STA. 126+00 |
| OC CONSTRUCTION BASELINE POINTS |
| OC PROFILE COORDINATES |
| CONTRACTOR WORK LIMIT |
| C-103 PLAN - STA. 0+00 TO STA. 31+88.6 |
| PLAN - STA. 0+00 TO STA. 31+88.6 (OCEAN CITY NORTH) |
| C-104 PLAN - STA. 31+88.6 TO STA. 66+98.8 |
| PLAN - STA. 31+88.6 TO STA. 66+98.8 (OCEAN CITY NORTH) |
| C-105 PLAN - STA. 66+98.8 TO STA. 105+53.0 |
| PLAN - STA. 66+98.8 TO STA. 105+53.0 (OCEAN CITY NORTH) |
| C-106 PLAN - STA. 105+53.0 TO STA. 142+15.9 |
| PLAN - STA. 105+53.0 TO STA. 142+15.9 (OCEAN CITY NORTH) |
| C-301 TYPICAL BEACHFILL SECTIONS |
| TYPICAL SECTION - STA. -1+00 TO STA. 42+75 (OCEAN CITY NORTH) |
| TYPICAL SECTION - STA. 42+75 TO STA. 119+00 (OCEAN CITY NORTH) |
| C-302 CROSS SECTIONS - STA. 2+69 TO STA. 64+00 |
| CROSS SECTIONS - 2+69 TO 64+00 |
| C-303 CROSS SECTIONS - STA. 70+00 TO STA. 124+72 |
| CROSS SECTIONS - 70+00 TO 111+00 |
| C-401 PLAN - GREAT EGG HARBOR INLET BORROW AREA |
| PLAN - BORROW AREA |
| 2022-08-12T14:34:23-0400 | |
| CLAPP.CHRISTINE.D.1228846372 |
| 2022-08-12T14:42:13-0400 | |
| MOFFATT.BARBARA.F.1228997893 |
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