W912BU21B0005-Dwgs.pdf

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

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SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

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PHILADELPHIA

CAPE MAY INLET TO LOWER TOWNSHIP

BEACH NOURISHMENT

CAPE MAY, NEW JERSEY

CAPE MAY COUNTY

100% SUBMITTAL/30 APR 2021

W912BU21B0005

OF PROJECT

LOCATION

VICINITY MAP

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OF WORK

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LOCATION MAP

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DRAWING INDEX

SHEET NUMBER DESCRPTION

GENERAL

G-001

COVER SHEET

G-002

DRAWING INDEX

CIVIL

C-001

GENERAL INFORMATION SHEET

C-002

SURVEY BASELINE - CAPE MAY CITY

C-101

GENERAL PLAN - CAPE MAY

C-102

PLAN - STA. -5+00 TO STA. 15+66

C-103

PLAN - STA. 15+66 TO STA. 50+67

C-104

PLAN - STA. 50+67 TO STA. 97+12

C-301

TYPICAL SECTIONS - BEACHFILL

C-302

CROSS SECTIONS

C-401

PLAN - BORROW AREA

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

X:XXXX

META

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N XXXX

R=XXX'

LOCATION/IDENTFICATION OF UNDER

WATER CULTURAL ANTIQUITY W/

EXCLUSION ZONE

SURVEY BASELINE

EXISTING OUTFALL PIPE

OFFSET

STATION

STONE GROIN

APPROX. LOCATION OF UNDER

WATER HAZARD

40+00

VIBRACORE BORING DESIGNATION

FILL SLOPE AND BERM LINE

EXISTING TIMBER GROIN

VEGETATION

CONTRACTOR WORK LIMIT

SAND FENCE, STRAIGHT

MEAN LOW WATER LINE

MEAN HIGH WATER LINE

20'

CONTOUR LINE

CONTRACTOR WORK LIMIT

(ALTERNATE LINE TYPE)

CWL

TIDAL REFERENCE (LOCATION)

MLW

NAVD 88

MHW

GENERAL NOTES:

1. THIS CONTRACT CONSISTS OF BEACH NOURISHMENT AT TWO LOCATIONS IN CAPE MAY CITY, NJ. AREA 1 IS LOCATED AT THE U.S. COAST

GUARD TRAINING CENTER AND AREA 2 IS LOCATED AT WILMINGTON AVENUE.

2. ELEVATIONS ARE IN FEET AND REFERENCED TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88).

3. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM

COORDINATE SYSTEM (NAD 1983).

4. THE BATHYMETRY DEPICTED IN BORROW AREA K, KE1, KE2 , AND KE3 (SEE SHEET C-401) REPRESENTS THE RESULTS OF SURVEYS

CONDUCTED IN 2019 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

5. ALL BEACHFILL MATERIAL SHALL BE OBTAINED FROM WITHIN THE DESIGNATED BORROW AREA LIMITS AS SHOWN ON SHEET C-401.

6. THE CONTRACTOR WORK LIMIT SHALL BE AS SHOWN ON SHEETS C-101 THROUGH C-104 AND SHALL PROVIDE A MINIMUM BUFFER OF 15

FEET FROM THE APPROXIMATE EXISTING VEGETATION LINE AND EXISTING SAND FENCE. THE CONTRACTOR SHALL FIELD VERIFY THE

EXISTING VEGETATION LINE AND EXISTING SAND FENCE. THE CONTRACTOR SHALL ENSURE THAT THE EXISTING SAND DUNES OUTSIDE

THE CONTRACTOR WORK LIMIT ARE NOT DISTURBED DURING THE ENTIRE CONTRACT PERIOD.

7. LANDWARD EDGE OF BERM IS A RESULT OF SURVEYS CONDUCTED IN OCTOBER 2020. POSITION MAY VARY UP TO THE CONTRACTOR

WORK LIMITS AT THE TIME OF CONSTRUCTION.

8. THE EXISTING MHW AND MLW LINES SHOWN ARE APPROXIMATED FROM SURVEYS CONDUCTED IN OCTOBER 2020. MHW AND MLW

ELEVATIONS ARE BASED OFF NOAA TIDE STATION 8557380.

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

(PROJECT AREA AVERAGE FOR REFERENCE ONLY)

SCALE=NTS

SEAWARD EDGE OF BERM

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

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CAPE MAY CITY, NEW JERSEY

U.S. COAST GUARD

TRAINING CENTER

SURVEY BASELINE PI POINTS

PNT PI STATION NORTHING EASTING DISTANCE DIRECTION

5 0+03.2 41358.70 385878.10

169.34 S 60-26-10 W

10 1+72.54 41275.15 385730.81

451.95 S 60-26-20 W

20 6+24.49 41052.18 385337.69

378.85 S 60-26-29 W

30 10+03.33 40867.16 385011.83

1000.30 S 75-11-07 W

45 20+03.64 40611.75 384041.80

1000.35 S 73-11-07 W

55 30+03.99 40322.36 383084.28

1000.30 S 73-11-23 W

65 40+04.28 40033.04 382126.79

1347.08 S 73-17-21 W

80 53+51.36 39643.51 380835.78

788.85 S 16-44-15 E

85 61+37.01 38890.47 381064.20

652.95 S 55-43-00 W

95 67+93.16 38520.28 380523.45

800.29 S 54-44-05 W

105 75+90.26 38060.43 379870.93

236.86 S 22-37-03 E

110 78+27.11 37841.81 379962.07

1251.72 S 72-36-42 W

125 90+78.83 37467.77 378767.67

1404.05 S 67-15-00 W

135 104+82.89 36925.01 377472.75

2325.75 S 67-12-13 W

160 128+08.64 36021.34 375327.64

1000.50 S 78-43-38 W

175 138+09.14 35828.14 374347.68

697.26 S 78-10-31 W

190 145+06.40 35685.25 373665.24

302.88 S 80-19-31 W

195 148+09.27 35634.396 373366.69

1541.19 S 87-10-19 W

210 163+50.46 35558.33 371827.40

3262.77 S 87-59-28 W

250 196+13.23 35441.73 368565.39

PROFILE ORIGIN POINTS

LINE # NORTHING EASTING AZIMUTH

CM001 41162.08 385531.45 150°26'19"

*CM002 40964.69 385183.42 150°26'35"

CM003 40814.41 384815.79 165°11'05"

CM004 40609.87 384042.43 165°11'05"

CM005 40320.50 383084.71 163°11'09"

CM006 40031.39 382127.74 163°17'21"

CM007 39859.07 381553.78 163°17'21"

CM008 39744.06 381170.69 163°17'21"

CM009 38740.69 380846.76 162°59'31"

CM010 38284.25 380189.66 162°59'59.7"

CM011 37788.22 379797.10 162°36'41"

CM012 37608.92 379224.55 162°36'41"

CM013 37071.02 377825.82 157°15'01"

CM014 36606.30 376719.31 157°09'47"

CM015 36335.11 376074.05 157°09'47"

CM016 36180.14 375705.33 157°09'47"

*CM017 36025.14 375336.53 157°09'47"

CM018 35945.20 374945.31 168°50'31"

CM019 35827.91 374356.90 168°50'31"

CM020 35746.02 373965.24 168°50'31"

*CM021 35684.55 373671.63 168°50'31"

CM022 35602.98 372776.71 177°10'19"

CM023 35588.20 372477.54 177°10'19"

CM024 35547.32 371578.13 177°57'02"

*CM025 35533.30 371178.43 177°57'02"

CM026 35519.28 370778.84 177°57'02"

CM027 35498.24 370179.07 177°57'02"

CM028 35477.21 369579.44 177°57'02"

CM029 35463.19 369179.69 177°57'02"

CM030 35449.17 368779.96 177°57'02"

* INDICATES NO PROFILE DATA EXISTS - SURVEY AT STATION LOCATION

NOT REQUIRED

PRE AND POST PLACEMENT

CONDITION SURVEY LINES

SURVEY INFORMATION

AREA 2

BEFORE AND AFTER BEACHFILL CROSS SECTIONS

STATION PROFILE ORIGIN POINTS AZIMUTH

067+00 N38570.96 E380597.78 163.00°

068+00 N38514.49 E380515.26 163.00°

069+00 N38456.75 E380433.61 163.00°

070+00 N38399.01 E380351.96 163.00°

071+00 N38341.28 E380270.31 163.00°

072+00 N38283.54 E380188.66 163.00°

073+00 N38225.80 E380107.01 163.00°

074+00 N38168.07 E380025.36 163.00°

075+00 N38110.33 E379943.71 163.00°

077+00 N37956.92 E379912.22 162.61°

079+00 N37817.80 E379891.55 162.61°

080+00 N37787.91 E379796.12 162.61°

081+00 N37758.03 E379700.69 162.61°

082+00 N37728.14 E379605.26 162.61°

083+00 N37698.26 E379509.83 162.61°

084+00 N37668.38 E379414.40 162.61°

085+00 N37638.49 E379318.97 162.61°

SURVEY INFORMATION

AREA 1

BEFORE AND AFTER BEACHFILL CROSS SECTIONS

STATION PROFILE ORIGIN POINTS AZIMUTH

-000+40 N41378.44 E385912.89 148.07°

000+00 N41358.70 E385878.10 150.44°

001+00 N41309.36 E385791.12 150.44°

002+00 N41260.03 E385704.13 150.44°

003+00 N41210.72 E385617.13 150.44°

004+00 N41161.42 E385530.13 150.44°

005+00 N41112.11 E385443.14 150.44°

006+00 N41062.80 E385356.14 150.44°

007+00 N41013.45 E385269.16 150.44°

007+50 N40988.77 E385225.68 154.12°

008+00 N40964.09 E385182.20 157.81°

008+50 N40939.40 E385138.71 161.50°

009+00 N40914.72 E385095.23 165.18°

010+00 N40865.36 E385008.27 165.18°

011+00 N40839.75 E384911.60 165.18°

012+00 N40814.19 E384814.93 165.18°

013+00 N40788.62 E384718.25 165.18°

014+00 N40763.05 E384621.58 165.18°

015+00 N40737.48 E384524.90 165.18°

016+00 N40711.91 E384428.22 165.18°

017+00 N40686.34 E384331.55 165.18°

018+00 N40660.77 E384234.87 165.18°

019+00 N40635.20 E384138.20 165.18°

020+00 N40609.63 E384041.52 165.18°

021+00 N40580.72 E383945.79 165.18°

022+00 N40551.79 E383850.07 165.18°

023+00 N40522.86 E383754.34 165.18°

024+00 N40493.93 E383658.62 165.18°

025+00 N40465.01 E383562.89 164.18°

026+00 N40436.08 E383467.17 163.19°

027+00 N40407.15 E383371.44 163.19°

028+00 N40378.22 E383275.72 163.19°

029+00 N40349.29 E383180.00 163.19°

030+00 N40320.37 E383084.27 163.19°

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NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.

2. COORDINATES ARE EXPRESSED IN U.S. SURVEY FEET AND ARE REFERENCED TO THE NORTH

AMERICAN DATUM OF 1983 (NAD 83) NEW JERSEY STATE PLANE SYSTEM.

3. ALL PROFILE AZIMUTHS ARE FROM NORTH.

4. FOR SURVEY BASELINE CONTROL POINTS, SEE CONTRACT SPECIFICATIONS SECTION 00800 FOR DA 1959

FORMS, "DESCRIPTION OR RECOVERY OF HORIZONTAL STATION".

5. ALL SURVEY PROFILE LINES SHOWN ON THIS SHEET (#1-#30) ARE TO BE USED FOR PRE-PLACEMENT AND

POST-PLACEMENT CONDITIONS. THE CONTRACTOR SHALL SURVEY ALL LINES SHOWN ON THIS SHEET

REGARDLESS OF AREAS OF BEACHFILL SHOWN ON THE DRAWINGS. BEFORE AND AFTER BEACHFIILL

CROSS SECTION ORIGIN POINTS ARE ALSO LISTED ON THIS SHEET. SEE SPECIFICATIONS FOR PROFILE

AND CROSS SECTION SURVEYING REQUIREMENTS.

SURVEY BASELINE - CAPE MAY CITY

SURVEY BASELINE - CAPE MAY CITY

FP

ULP

ULP

UP

S

PARKING

PARKING

U

P

U

P

U

P

TS

T

S

C

A

L

E

T

CAPE MAY CITY, NEW JERSEY

ATLANTIC OCEAN

SEE SHEET C-104

BORROW AREA K

NOT AVAILABLE

(SEE SHEET C-401)

N 21639

E 394695

N 23870

E 391563

20+00 30+00

40+00 50+00

80+00

90+00

140+00

U.S. COAST GUARD TRAINING CENTER

CONTRACTOR ACCESS

AND STAGING AREA

SURVEY AND

CONSTRUCTION

BASELINE

CONTRACTOR

WORK LIMIT

FILL AREA 2

FILL AREA 1

S T

A

S T

A

S T

A

S T

A

SEE SHEET C-103 SEE SHEET C-102

CONTRACTOR ACCESS

N 28354

E 401550

N 28657

E 401027

N 26898

E 397098

N 26604

E 397430

BORROW AREA KE1

(SEE SHEET C-401)

BORROW AREA KE3

(SEE SHEET C-401)

BORROW AREA KE2

NOT AVAILABLE

(SEE SHEET C-401)

N 25883

E 398244

N 25113

E 399113

N 26050

E 394138

N 28939

E 399275

N 28604

E 401353

N 27613

E 402134

CONTRACTOR

WORK LIMIT

LOCATION OF

REQUIRED WORK

N 25493

E 394529

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

V S

T V

S T

P H

I L A

D E

L P

H I A

-W

B U

B

B

M I T

T A

L

A

C

G

N

E R

A

N

C

A P

E

M

A Y d w g

G E

N E

R A

L

P

L A

N

C

A P

E

M

A Y

C A

L E

T

T

O

L

O W

W

N S

H I P

B E

A C

H

N

O U

R I S

H M

E N

T

C A

Y

N

R S

E Y

C A

U

N T

Y

C-101

PHILADELPHIA

GENERAL PLAN - CAPE MAY

GENERAL PLAN - CAPE MAY

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE INFORMATION.

3. SEE SHEET C-301 FOR TYPICAL BEACHFILL SECTIONS.

4. SEE SHEETS C-302 FOR CROSS SECTIONS.

5. MHW AND MLW LINES DEPICTED FROM SURVEYS CONDUCTED BETWEEN ON OCTOBER 2020.

H

W

M H

W

M H

W

M H

W

M H

W

M H

W

M H

W

M H

W

M H

W

M H

W

M H

W

M L W

M L W

M

LW

M

LW

M

LW

M

LW

M

LW

M

LW

M

LW

M

LW

M

LW

SURVEY AND CONSTR.

TOE OF SLOPE (TYP)

EXISTING ABANDONED

30" Ø DUCTILE IRON PIPE

STA. 4+00

1164.3' LT

LANDWARD EDGE

OF BERM (TYP)

EXISTING CONCRETE

BUNKER

EXISTING 27" Ø

STORM DRAIN

EXISTING STONE AND

TIMBER GROIN

EXISTING STONE AND

TIMBER GROIN

SEAWARD EDGE

OF BERM (TYP)

EXISTING TIMBER GROIN

BP: -5+00.00

N: 41606.98

E: 386315.79

PI: 1+72.54

N: 41275.15

E: 385730.81

PI: 6+24.49

N: 41052.18

E: 385337.69

PI: 10+03.33

N: 40865.29

E: 385008.15

STA. -0+75

931.5' LT

BEGIN FILL AREA 1

CONTRACTOR

WORK LIMIT

STA. -0+91

1306.9' LT

BEGIN FILL AREA 1

N 40639

E 386373

N 40508

E 385796

EXISTING CONCRETE PILES

BP: -5+00.00

N: 41606.98

E: 386315.79

PI: 1+72.54

N: 41275.15

E: 385730.81

PI: 6+24.49

N: 41052.18

E: 385337.69

PI: 10+03.33

N: 40865.29

E: 385008.15

PI: 0+03.2

N: 41358.70

E: 385878.10

EXISTING ABANDONED 12" Ø

REINFORCED CONCRETE PIPE

LARGE CAPSTONES

EXISTING TIMBER PILES

AND STONE DEBRIS

EXISTING TIMBER PILES

AND STONE DEBRIS

GRADE FILL MATERIAL

INTO WEST EDGE OF JETTY

STA. -0+97

1468.8' LT

BEGIN FILL AREA 1

STA. 12+02

916.0' LT

11+00

12+00

13+00

14+00

15+00

U.S. COAST GUARD TRAINING CENTER

A

R

C i t

C

A

L E

T

ATLANTIC OCEAN

W

E

T

T

Y

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

V S

T V

S T

P H

I L A

D E

L P

H I A

-W

B U

B

B

M I T

T A

L

A

C

A

N

S

T A

T

O

S

T A d w g

P L

T A

T

O

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T A

C A

L E

T

T

O

L

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W

N S

H I P

B E

A C

H

N

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R I S

H M

E N

T

C A

Y

N

R S

E Y

C A

U

N T

Y

C-102

PHILADELPHIA

1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE INFORMATION.

3. SEE SHEET C-301 FOR TYPICAL BEACHFILL SECTIONS.

4. SEE SHEETS C-302 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE DESIGN (SEAWARD EDGE OF BERM) MAY CHANGE FOLLOWING RECEIPT

AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS. THE BASE BID STATIONS OF PLACEMENT AREAS WILL

NOT CHANGE BASED ON PRE-CONSTRUCTION SURVEYS.

6. MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED IN OCTOBER 2020.

7. ALL STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY AND CONSTRUCTION BASELINE.

8. THE CONTRACTOR SHALL COVER ALL DEBRIS LOCATED WITHIN THE LIMIT OF FILL AREA 1 (STA. -0+91 TO STA. 30+03).

9. EXISTING DEBRIS LOCATIONS HAVE BEEN APPROXIMATED AND ADDITIONAL DEBRIS MAY BE EXPOSED BY EROSION

BEFORE CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING DEBRIS.

10. ALL EXISTING FEATURES SHALL REMAIN.

M A

T C

H L

I N

E M

A T

C H

L I N

E

R E

C

R E

C

PLAN - STA. -5+00 TO STA. 15+66

PLAN - STA. -5+00 TO STA. 15+66

NOTES:

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M H

W

M H

W

M H

W

M H

W

M H

W

M H

W

M H

W

M H

W

M H

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M L W

M L W

M L W

M L W

M L W

M L W

M L W

M L W

M L W

V

I

G

I

L

A

N

T

R

O

A

D

M A

S S

A

V E

GYMNASIUM

CHASE AVE.

TENNIS

COURTS

BASEBALL

FIELD

B E

V E

F R

A S

E

B

I T

FOOTBALL AND

SOCCER FIELD

BASEBALL

FIELD

D A

N M

A R

K

A

V E

E A

G E

L

A

V E

SURVEY AND CONSTR.

TOE OF SLOPE (TYP)

LANDWARD EDGE

OF BERM (TYP)

EXISTING

TIMBER GROIN

EXISTING TIMBER GROIN

EXISTING TIMBER GROIN

SEAWARD EDGE

OF BERM (TYP)

CONTRACTOR STAGING AREA

(LOCATED AS DIRECTED BY

UNITED STATES COAST GUARD)

STA. 30+03

593.6' LT

END FILL AREA 1

CONTRACTOR ACCESS

TO AREA 1 (SEE NOTE 9)

PI: 20+03.64

N: 40609.52

E: 384041.10

PI: 30+03.99

N: 40320.14

E: 383083.52

PI: 40+04.28

N: 40030.85

E: 382125.97

CONTRACTOR

WORK LIMIT

N 40189

E 384139

N 39981

E 383492

N 40344

E 383286

N 40418

E 383250

N 40305

E 383226

N 40355

E 383021

N 40261

E 383160

N 40282

E 383193

N 39969

E 383451

N 39531

E 382615

N 39072

E 381851

PI: 20+03.64

N: 40609.52

E: 384041.10

PI: 30+03.99

N: 40320.14

E: 383083.52

PI: 40+04.28

N: 40030.85

E: 382125.97

STA. 20+25

667.7' LT

16+00

17+00

18+00

19+00

20+00 21+00

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

30+00

31+00

32+00

33+00

34+00

35+00

36+00

37+00

38+00

39+00

40+00

41+00

42+00

43+00 44+00

45+00

46+00

47+00

48+00 49+00

50+00

ATLANTIC OCEAN

U.S. COAST GUARD TRAINING CENTER

U.S. COAST GUARD TRAINING CENTER

C U

R L E

W

R O

G R

A V

E L

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

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P L O

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C A

L E

C K

D

B

Y

D A

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M G

V S

T V

S T

P H

I L A

D E

L P

H I A

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B U

B

B

M I T

T A

L

A

C

A

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T A

S

T A d w g

P L

T A

S

T A

C A

L E

T

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O

L

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W

N S

H I P

B E

A C

H

N

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R I S

H M

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C A

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N

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E Y

C A

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Y

C-103

PHILADELPHIA

M A

T C

H L

I N

E M

A T

C H

L I N

E

R E

C

R E

C

1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE INFORMATION.

3. SEE SHEET C-301 FOR TYPICAL BEACHFILL SECTIONS.

4. SEE SHEETS C-302 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE DESIGN (SEAWARD EDGE OF BERM) MAY CHANGE FOLLOWING RECEIPT

AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS. THE BASE BID STATIONS OF PLACEMENT AREAS WILL NOT

CHANGE BASED ON PRE-CONSTRUCTION SURVEYS.

6. MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED IN OCTOBER 2020.

7. ALL STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY AND CONSTRUCTION BASELINE.

8. THE CONTRACTOR SHALL COVER ALL DEBRIS LOCATED WITHIN THE LIMIT OF FILL AREA 1 (STA. -0+91 TO STA. 30+03).

9. CONTRACTOR CONSTRUCTION EQUIPMENT SHALL ACCESS THE SITE FROM THE CONTRACTOR ACCESS TO AREA 1. THE

CONTRACTOR SHALL TRANSPORT EQUIPMENT AS NECESSARY ALONG THE BEACH BETWEEN AREA 1 AND 2 WITHIN THE

CONTRACTOR WORK LIMIT.

10. EXISTING DEBRIS LOCATIONS HAVE BEEN APPROXIMATED AND ADDITIONAL DEBRIS MAY BE EXPOSED BY EROSION BEFORE

CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING DEBRIS.

11. ALL EXISTING FEATURES SHALL REMAIN.

PLAN - STA. 15+66 TO STA. 50+67

PLAN - STA. 15+66 TO STA. 50+67

NOTES:

M A

T C

H L

I N

E M

A T

C H

L I N

E

R E

C

R E

C

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

H

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

M

L

W

SURVEY AND CONSTR.

TOE OF SLOPE (TYP)

LANDWARD EDGE

OF BERM (TYP)

STA. 68+19

351.8' LT

BEGIN FILL AREA 2

STA. 73+28

382.8' LT

STA. 85+03

231.3' LT

END FILL AREA 2

EXISTING 36"Ø

DUCTILE IRON PIPE

INV. EL. = -2.78

EXISTING STONE

GROIN

EXISTING 48"Ø

DUCTILE IRON PIPE

INV. EL. = -2.76

EXISTING STONE SEAWALL

SEAWARD EDGE

OF BERM (TYP)

CONTRACTOR ACCESS

TO AREA 2 (SEE NOTE 8)

X

X

X

X

X

X

X

X

X

X

X

X

X

PI: 53+51.36

N: 39643.51

E: 380835.78

PI: 61+40.21

N: 38888.08

E: 381062.96

PI: 67+93.16

N: 38520.28

E: 380523.45

PI: 75+93.46

N: 38058.22

E: 379870.02

PI: 78+30.31

N: 37839.58

E: 379961.11

PI: 90+82.04

N: 37465.51

E: 378766.59

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

XXX

X

X

X

X

EXISTING TIMBER BUILKHEAD

CONTRACTOR

WORK LIMIT

N 38710

E 381317

N 38390

E 380778

N 38280

E 380521

N 38275

E 380510

N 38727

E 380386

N 38730

E 380397

N 38113

E 380134

N 37885

E 380078

N 37803

E 379981

N 37668

E 379628

N 37516

E 379331

N 37043

E 379463

PEDESTRIAN

ACCESS RAMP

PI: 53+51.36

N: 39643.51

E: 380835.78

PI: 61+40.21

N: 38888.08

E: 381062.96

PI: 67+93.16

N: 38520.28

E: 380523.45

PI: 75+93.46

N: 38058.22

E: 379870.02

PI: 78+30.31

N: 37839.58

E: 379961.11

PI: 90+82.04

N: 37465.51

E: 378766.59

STA. 80+02

167.0' LT

51+00

52+00

53+00

79+00

80+00

81+00

82+00

83+00

84+00

85+00

86+00

87+00

88+00

89+00

90+00

ATLANTIC OCEAN

NEW YORK AVE.

W I L M

I N

G T

E

CITY OF CAPE MAY, N.J.

NEW JERSEY AVE.

B R

O O

K L

E

BEACH AVE.

B A

L T

I M

O R

E

A

V 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

V S

T V

S T

P H

I L A

D E

L P

H I A

-W

B U

B

B

M I T

T A

L

A

C

A

N

S

T A

S

T A d w g

P L

T A

S

T A

C A

L E

T

T

O

L

O W

W

N S

H I P

B E

A C

H

N

O U

R I S

H M

E N

T

C A

Y

N

R S

E Y

C A

U

N T

Y

C-104

PHILADELPHIA

1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE INFORMATION.

3. SEE SHEET C-301 FOR TYPICAL BEACHFILL SECTIONS.

4. SEE SHEET C-302 CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE DESIGN (SEAWARD EDGE OF BERM) MAY CHANGE FOLLOWING RECEIPT

AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS. THE BASE BID STATIONS OF PLACEMENT AREAS WILL

NOT CHANGE BASED ON PRE-CONSTRUCTION SURVEYS.

6. MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED IN OCTOBER 2020.

7. ALL STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY AND CONSTRUCTION BASELINE.

8. THE CONTRACTOR ACCESS TO AREA 2 SHALL BE LIMITED TO PEDESTRIAN AND CONTRACTOR VEHICLE/PICK-UP TRUCK ACCESS.

ALL CONSTRUCTION EQUIPMENT SHALL ACCESS THE SITE FROM THE CONSTRUCTION ACCESS TO AREA 1.

9. ALL EXISTING FEATURES SHALL REMAIN.

PLAN - STA. 50+67 TO STA. 97+12

PLAN - STA. 50+67 TO STA. 97+12

M A

T C

H L

I N

E M

A T

C H

L I N

E

R E

C

R E

C

NOTES:

MHW MHW MHW

MLW MLW

ELEV +1.6

ELEV -2.47

-5-5

-10-10

-15-15

-20-20

-30-30

10009008007006005004003002001000-100

DISTANCE FROM BASELINE (FEET)

E L

E V

A T

I O

N

E

T

N

A V

D

EXISTING BEACH

CROSS SECTION

(VARIES)

TOE OF SLOPE VARIES

(SEE NOTE 6)

BEACHFILL CONSTRUCTION TEMPLATE

SURVEY & CONSTR.

VARIES

-25-25

VARIES

LANDWARD EDGE OF BERM

EXISTING

VEGETATION

LINE

CONTRACTOR

WORK LIMIT

ELEV +6.72

SEAWARD EDGE OF BERM

VARIES

15' MIN. BUFFER

MLW MLW

MHW MHW

ELEV +1.6

ELEV -2.47

-5-5

-10-10

-15-15

-20-20

-30-30

10009008007006005004003002001000-100

DISTANCE FROM BASELINE (FEET)

E L

E V

A T

I O

N

E

T

N

A V

D

EXISTING BEACH

CROSS SECTION

(VARIES)

TOE OF SLOPE VARIES

(SEE NOTE 6)

BEACHFILL CONSTRUCTION TEMPLATE

VARIES

-25-25

VARIES

LANDWARD EDGE OF BERM

EXISTING

VEGETATION

LINE

EXISTING

SAND FENCE

CONTRACTOR

WORK LIMIT

SURVEY & CONSTR.

ELEV +6.72

SEAWARD EDGE OF BERM

VARIES

15' MIN. BUFFER

D

2 3

C

4 5

A

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US Army Corps of Engineers

DISTRICT

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C-301

PHILADELPHIA

NTS

TYPICAL SECTION - BEACHFILL AREA 1

TYPICAL SECTION - BEACHFILL AREA 1

NTS

TYPICAL SECTION - BEACHFILL AREA 2

TYPICAL SECTION - BEACHFILL AREA 2

SCALE IN FEET

V: 10 5 0 10 20

H: 100 50 0 100 200

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.

2. THE CROSS SECTIONS ARE SHOWN LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.

3. THE BEACHFILL DISCHARGE PIPE SHALL BE PLACED ON THE OCEAN SIDE OF THE EXISTING DUNES AT ALL TIMES.

4. THE BEACHFILL SLOPE BELOW MLW IS ASSUMED AS SHOWN FOR INITIAL QUANTITY CALCULATIONS. ACTUAL SLOPE MAY VARY TO SUIT THE

DYNAMIC CONDITIONS THAT EXIST AT THE TIME OF PLACEMENT. SEE SPECIFICATIONS FOR PLACEMENT AND PAYMENT.

5. THE CONTRACTOR WORK LIMIT SHALL BE AS SHOWN ON SHEETS C-101 THROUGH C-104 AND SHALL PROVIDE A MINIMUM BUFFER OF 15 FEET FROM THE

APPROXIMATE EXISTING VEGETATION LINE AND EXISTING SAND FENCE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING VEGETATION LINE AND

EXISTING SAND FENCE. THE CONTRACTOR SHALL ENSURE THAT THE EXISTING SAND DUNES OUTSIDE THE CONTRACTOR WORK LIMIT ARE NOT DISTURBED

DURING THE ENTIRE CONTRACT PERIOD.

6. THE TOE OF SLOPE VARIES (SEE PLAN SHEETS C-102 THROUGH C-104 AND CROSS SECTIONS SHEETS C-302 FOR TIE-IN LOCATIONS).

SCALE IN FEET

V: 10 5 0 10 20

H: 100 50 0 100 200

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30

11001000900800700600500400300200

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30

11001000900800700600500400

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30

STA. 4+02 (LINE 1)

STA. 12+02 (LINE 3)

STA. 20+02 (LINE 4)

DISTANCE FROM BASELINE (FEET)

E L

E V

A T

I O

N

E

T

N

A V

D

DISTANCE FROM BASELINE (FEET)

E L

E V

A T

I O

N

E

T

N

A V

D

DISTANCE FROM BASELINE (FEET)

E L

E V

A T

I O

N

E

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N

A V

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BEACHFILL

CONSTRUCTION

TEMPLATE (TYP)

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW

MHW MHW

MHW EL +1.60 (TYP)

MLW EL -2.47 (TYP)

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.

2. SEE SHEET C-301 FOR TYPICAL SECTIONS.

3. ALL CROSS SECTIONS ARE TAKEN ALONG THE SURVEY

PROFILE LINES, SEE SHEET C-002 FOR ORIGIN POINTS

AND AZIMUTHS. THE CROSS SECTIONS ARE SHOWN

LOOKING BACK STATION ALONG THE SURVEY AND

CONSTRUCTION BASELINE.

14001300 1500 1600

14001300

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

STA. 72+02 (LINE 10)

STA. 80+02 (LINE 11)

DISTANCE FROM BASELINE (FEET)

E L

E V

A T

I O

N

E

T

N

A V

D

DISTANCE FROM BASELINE (FEET)

E L

E V

A T

I O

N

E

T

N

A V

D

MLW MLW MLW MLW MLW MLW

MHW MHW MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW

STA. -0+91 BEGIN FILL AREA 1

STA. 30+03 END FILL AREA 1

STA. 68+19 BEGIN FILL AREA 2

STA. 85+03 END FILL AREA 2

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30

120011001000900800700

DISTANCE FROM BASELINE (FEET)

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A T

I O

N

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T

N

A V

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STA. 30+03 (LINE 5)

600500400300200100

MLW MLW MLW MLW

MHW MHW MHW MHW

EXISTING GROUND

11001000900800700600500 1200 14001300 1500 1600

D

2 3

C

4 5

A

B

1 2 3 4 5

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C-302

PHILADELPHIA

SCALE IN FEET

V: 10 5 0 10 20

H: 100 50 0 100 200

NJV-997

NJV-998

NJV-999

NJV-1000

NJV-1001

NJV-1002

NJV-1003

NJV-1004

NJV-1005

NOTES:

1. THE BATHYMETRY DEPICTED IN BORROW AREA K, KE1, KE2, AND KE3 REPRESENTS THE RESULTS OF SURVEYS

CONDUCTED IN 2019 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT

THAT TIME.

2. HORIZONTAL REFERENCE - NAD 83, NEW JERSEY STATE PLANE, ZONE 2900, U.S. FOOT.

3. SOUNDINGS ARE EXPRESSED IN FEET & TENTHS AND REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988

(NAVD88).

4. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE

USED FOR NAVIGATION

5. BORING LOGS AND SIEVE CURVES FOR THE VIBRACORES SHOWN ON THIS PLAN CAN BE FOUND IN THE

SPECIFICATIONS.

6. DETAILED DESCRIPTIONS OF THE SUBMERGED DEBRIS ARE PROVIDED ON PAGE 42 AND 43 OF THE "PHASE I

UNDERWATER ARCHAEOLOGICAL INVESTIGATION OF FOUR BORROW AREAS FOR THE CAPE MAY CITY AND

LOWER CAPE MAY MEADOWS PROJECTS ATLANTIC OCEAN CAPE MAY COUNTY, NEW JERSEY" BY: DOLAN

RESEARCH, INC., DATED: JANUARY 2008. AREA K IS REFERRED TO AS SURVEY ZONE 4 IN THE REPORT. REFER

TO THE CONTRACT SPECIFICATIONS FOR A COMPLETE COPY OF THE REPORT.

7. GRAB SAMPLES WERE COLLECTED ON 10 AND 11 JULY 2018. SIEVE CURVES FOR THE GRAB SAMPLES SHOWN

ON THIS PLAN CAN BE FOUND IN THE SPECIFICATIONS.

8. THE CONTRACTOR SHALL ONLY REMOVE MATERIAL FROM BORROW AREAS KE1 AND KE3. DREDGING IN

BORROW AREA K AND KE2 IS NOT PERMITTED. THE STRUCTURAL INTEGRITY OF THE SHOAL IN KE2 SHALL BE

MAINTAINED SO THAT POST-DREDGING CONDITIONS RESEMBLE PRE-DREDGING CONDITIONS (SEE

SPECIFICATIONS FOR RESTRICTIONS ON BORROW AREAS KE1 AND KE3).

9. THE CONTRACTOR SHALL COMPLETE BEFORE AND AFTER DREDGING SURVEYS FOR BORROW AREAS K , KE1, KE2, AND KE3 IN ACCORDANCE WITH SPECIFICATION SECTION 01 73 23.

BORROW AREA

MAXIMUM DEPTH OF DREDGING ACTIVITIES

KE1

DEPTH IN FEET, NAVD88

-40.0

SUBMERGED DEBRIS

(SEE NOTE 6)

N 21639

E 394695

N 25113

E 399113

N 23870

E 391563

N 26898

E 397098

4 - 7

4 - 2

4 - 1

CM1

CM2

CM3

CM7

CM6

CM5

CM4

CM8

CM9

CM10

CM13

CM14

CM12

CM11

CM15

CM16

CM20

CM19

CM18

CM17

CM21

CM22

CM23

CM27

CM26

CM25

CM28

CM29

CM30

CM24

GRAB SAMPLE LOCATION (TYP)

(SEE NOTE 7)

VIBRACORE BORING

LOCATION (TYP)

(SEE NOTE 5)

N 26050

E 394138

N 25493

E 394529

N 28939

E 399275

N 28604

E 401353

N 27613

E 402134

BORROW AREA KE3

(MAXIMUM DREDGING

DEPTH OF 40' NAVD88)

BORROW AREA KE1

(MAXIMUM DREDGING

DEPTH OF 40' NAVD88)

N 26604

E 397430

N 25883

E 398244

N 28657

E 401027

N 28354

E 401550

KE3 -40.0

BORROW AREA K

NOT AVAILABLE

(SEE NOTE 8)

BORROW AREA KE2

NOT AVAILABLE

(SEE NOTE 8)

D

2 3

C

4 5

A

B

1 2 3 4 5

US Army Corps of Engineers

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C-401

PHILADELPHIA

BORROW AREA - CAPE MAY

BORROW AREA - CAPE MAY