B.08.02.Solicitation.W912BU23B0011-Dwgs.pdf

PDF 21 MB Posted Jun 5, 2023

Attached to: BEACH NOURISHMENT CAPE MAY INLET TO LOWER TOWNSHIP CAPE MAY, CAPE MAY COUNTY, NJ
Solicitation number: W912BU23B0011
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a beach nourishment project in Cape May, New Jersey. The U.S. Army Corps of Engineers, Philadelphia District seeks to award a firm fixed-price contract to place approximately 517,000 cubic yards of sand from offshore borrow areas onto beaches near the Cape May Inlet and in Lower Township. The contractor will conduct surveys and pump or place the sand between July 2023 and March 2024. Options to add 95,000 cubic yards of sand are included. The magnitude of construction is estimated between $10-25 million. Prospective bidders must submit bids by July 6, 2023 and provide performance and payment bonds if awarded the contract. Requests for information about the solicitation are due by June 16, 2023 and should be directed to the identified Contract Specialist and Contracting Officer.

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Other files

File	Type	Posted
Bid Abstract-W912BU23B0011- Cape May.pdf	PDF	Jul 14, 2023
B.08.03 Amendment 0002 - W912BU23B0011.pdf	PDF	Jun 29, 2023
B.01.03.Amendment 0001-W912BU23B0011.pdf	PDF	Jun 27, 2023
B.08.02.Solicitation W912BU23B0011 Cape May Postcon BA Combined NAVD88_XYZ.xlsx	XLSX spreadsheet	Jun 5, 2023
B.08.02.Solicitation-.W912BU23B0011-Specs.pdf	PDF	Jun 5, 2023

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SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

CHIEF, DESIGN 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

OF WORK

LOCATION

LOCATION MAP

NTS NTS

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

, N

2B U2

PHILADELPHIA

CAPE MAY INLET TO LOWER TOWNSHIP

BEACH NOURISHMENT

CAPE MAY, NEW JERSEY

CAPE MAY COUNTY

08 MAY 2023

W912BU23B0011

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

G-002

, N

G-

2 D

dw g

2B U2

DRAWINGS INDEX

SHEET

NUMBER DESCRIPTON

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

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 BORROW AREA - CAPE MAY

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION SYMBOL

(NUMERIC)

AMENDMENT SYMBOL

(ALPHA)

1 a

VIEW TITLE SYMBOL SECTION CUT SYMBOL

VIEW IDENTIFICATION NUMBER

VIEW NAME

DIRECTION OF VIEW

CALLOUT SYMBOL

CALLOUT AREA VIEW

MATCHLINE SYMBOL

CALLOUT IDENTIFICATION

NUMBER

DETAIL SHEET

REF NUMBER

DRAWING SHEET

MATCHING REFERNECE

NUMBER

DRAWING SHEET SYMBOLS

GRAPHIC BAR SCALE SYMBOLS

PRIMARY

SCALE

EXTENSION

SCALE

SECTION IDENTIFICATION NUMBER

DETAIL SHEET

REF NUMBER

X X X X

PRIMARY

SCALE

EXTENSION

SCALE

V: X X X X X

X X X XH: X

SCALE IN FEET/METERS

(SINGLE SCALE, SCALE BAR)

SCALE IN FEET/METERS

(HORIZONTAL/VERTICAL SCALE BAR)

DIRECTION OF

MAGNETIC NORTH

NNORTH

PLAN

MAGNETIC

NORTH

PLAN

NORTH

NORTH SYMBOLS

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN 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

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 JERSEY STATE PLANE COORDINATE SYSTEM (NAD 1983).

3. THE CONTRACTOR WORK LIMIT AND LIMIT OF DISTURBANCE LINES SHALL BE AS SHOWN ON SHEETS C-101 TO C-104.

4. THE CONTRACTOR SHALL STAGE AND ACCESS THE SITE FROM THE LOCATIONS SHOWN ON SHEET C-101.

5. THE EXISTING SITE CONDITIONS SHOWN ARE A RESULT OF SURVEYS CONDUCTED IN SEPTEMBER OF 2022, AND CAN

ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

6. THE CONTRACTOR MUST COORDINATE WITH ALL APPROPRIATE UTILITY COMPANIES, TRACENCM, AND THE USACE RESIDENT OFFICE FOR MARK-OUT OF ONSITE UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES.

7. CONTRACTOR MUST COORDINATE THE EQUIPMENT ACCESS ROUTE ON BASE WITH THE USCG PRIOR TO

MOBILIZATION.

MLW

MHW

-2 .47

TIDAL REFERENCE (CAPE MAY)

N.T.S.

NAVD 88

+1 .6

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-001

, N

L I

2B U2

A D

PROFILE 8+02 (LINE 2) - AZ 150°26'35"

PROFILE 30+03 (LINE 5) - AZ 163°11'09"

PROFILE 113+02 (LINE 14) - AZ 157°09'47"

PROFILE 124+02 (LINE 16) - AZ 157°09'47"

PROFILE 142+02 (LINE 20) - AZ 168°10'31"

PROFILE 132+02 (LINE 18) - AZ 168°50'31"

PROFILE 194+02 (LINE 30) - AZ 177°57'02"

PROFILE 190+02 (LINE 29) - AZ 177°57'02"

PROFILE 180+02 (LINE 27) - AZ 177°57'02"

PROFILE 174+02 (LINE 26) - AZ 177°57'02"

PROFILE 166+02 (LINE 24) - AZ 177°57'02"

PROFILE 154+02 (LINE 22) - AZ 177°10'19"

N 30000

PROFILE 72+02 (LINE 10) - AZ 162°59'59.7"

PROFILE 64+02 (LINE 9) - AZ 162°59'31"

PROFILE 50+02 (LINE 8) - AZ 163°17'21"

PROFILE 40+02 (LINE 6) - AZ 163°17'21"

PROFILE 101+02 (LINE 13) - AZ 157°15'01"

PROFILE 86+02 (LINE 12) - AZ 162°36'41"

PROFILE 80+02 (LINE 11) - AZ 162°36'41"

PROFILE 120+02 (LINE 15) - AZ 157°09'47"

PROFILE 145+10 (LINE 21) - AZ 168°10'31"

PROFILE 138+02 (LINE 19) - AZ 168°50'31"

PROFILE 128+02 (LINE 17) - AZ 157°09'47"

PROFILE 186+02 (LINE 28) - AZ 177°57'02"

PROFILE 170+02 (LINE 25) - AZ 177°57'02"

PROFILE 157+01 (LINE 23) - AZ 177°10'19"

PROFILE 46+02 (LINE 7) - AZ 163°17'21"

PROFILE 20+02 (LINE 4) - AZ 165°11'05"

PROFILE 12+02 (LINE 3) - AZ 165°11'05"

PROFILE 4+02 (LINE 1) - AZ 150°26'19"

N 40000

00CAPE MAY INLET

ATLANTIC OCEAN

N 40000

FLOODEBB

10 5

95105

190195210250

N 30000

196+16

-5+00

0+00

10+00

20+00

30+00

40+00

50+00

70+00

80+00

90+00

100+00

110+00

120+00

130+00 140+00

150+00160+00170+00180+00190+00

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 40865.29 385008.15

1000.30 S 75-11-07 W

45 20+03.64 40609.52 384041.10

1000.35 S 73-11-07 W

55 30+03.99 40320.14 383083.52

1000.30 S 73-11-23 W

65 40+04.28 40030.85 382125.97

1347.08 S 73-17-21 W

80 53+51.36 39643.51 380835.78

788.85 S 16-44-15 E

85 61+40.21 38888.08 381062.96

652.95 S 55-43-00 W

95 67+93.16 38520.28 380523.45

800.29 S 54-44-05 W

105 75+93.46 38058.22 379870.02

236.86 S 22-37-03 E

110 78+30.31 37839.58 379961.11

1251.72 S 72-36-42 W

125 90+82.04 37465.51 378766.59

1404.05 S 67-15-00 W

135 104+86.09 36922.55 377471.77

2325.75 S 67-12-13 W

160 128+11.34 36021.42 375327.69

1000.50 S 78-43-38 W

175 138+12.34 35825.84 374346.49

697.26 S 78-10-31 W

190 145+09.60 35682.96 373664.03

302.88 S 80-19-31 W

195 148+12.47 35632.06 373365.46

1541.19 S 87-10-19 W

210 163+53.66 35556.02 371826.15

3262.77 S 87-59-28 W

250 196+16.43 35441.64 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°

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-W

2B U2

C-

2 S

LIN

- C

.dw g

- C

, N

C-002

PHILADELPHIA

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. SURVEY CONTROL IS PROVIDED IN CONTRACT SPECIFICATIONS APPENDIX A-30

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.

1 SURVEY BASELINE - CAPE MAY CITY1 SURVEY BASELINE - CAPE MAY CITY

ULP

PARKING

POOL

2.3

2.5

3.7

4.3

6.7

3.7

5.2

5.7 5.9

5.9

5.95.9

POOL

2.2

4.0

5.2

5.6

5.1

4.6

5.1

7.9

POOL

ATLANTIC OCEAN

N 21639 E 394695

N 23870 E 391563

-5+00 0+00

10+0020+0030+0040+0050+00

70+00

80+0090+00 100+00

110+00 120+00130+00140+00

150+00 160+00

170+00

180+00

190+00 196+16

CONTRACTOR ACCESS

AND STAGING AREA

SURVEY AND

CONSTRUCTION

BASELINE

CONTRACTOR

WORK LIMIT FILL AREA 1

CONTRACTOR ACCESS

N 28354 E 401550

N 28657 E 401027

N 26898 E 397098

N 26604 E 397430

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

MHW

MLW

MLW MLW

MLW

SEE SHEET C-103 SEE SHEET C-102

SEE SHEET C-104

U.S. COAST GUARD TRAINING CENTER

CAPE MAY CITY, NEW JERSEY

STA. 68+04

STA. 85+03

FILL AREA 2

STA. -1+05

STA. 30+03

CAPE MAY INLET

BORROW AREA KE3

BORROW AREA KE1

BORROW AREA K3

BORROW AREA K1

BORROW AREA K2

BORROW AREA KE2

(NOT AVAILABLE)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:1

-W

2B U2

C-

1 G

- C

dw g

L P

- C

, N

C-101

PHILADELPHIA

1 GENERAL PLAN - CAPE MAY1 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 SEPTEMBER 2022.

SURVEY AND CONSTR.

TOE OF SLOPE (TYP)

EXISTING ABANDONED

30" Ø DUCTILE IRON PIPE

LANDWARD EDGE

OF BERM (TYP)

EXISTING CONCRETE

BUNKER

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

CONTRACTOR

WORK LIMIT N 40669

E 386354

N 40538 E 385790

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

-5+00 -4+00

-3+00 -2+00

-1+00 0+00

1+00 2+00

3+00 4+00

5+00 6+00

7+00 8+00

9+00 10+0011+0012+0013+0014+0015+00

U.S. COAST GUARD TRAINING CENTER

ARCUS ROAD (Bit.)

CAPE MAY INLET

ATLANTIC OCEAN

EST JETTY

EXISTING STONE AND

TIMBER GROIN

EXISTING 27" Ø

STORM DRAIN

STA 4+02

1425.0 LT

STA 12+02

1032.0 LT

STA -0+85

1170.1 LT

BEGIN FILL AREA 1

STA -1+02

1568.7 LT

BEGIN FILL AREA 1

STA -1+09

1754.6 LT

BEGIN FILL AREA 1

MHW

MHW MHW MHW

MLW

MLW MLW MLW MLW

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:1

-W

2B U2

C-

2 P

- S

T O

6.d wg

-5 +0

0 T O

, N

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 SEPTEMBER 2022.

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

8. THE CONTRACTOR SHALL COVER ALL NON-MEC DEBRIS LOCATED WITHIN THE LIMIT OF THE FILL AREA (STA. -0+85 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.

C H

E M

N E

R E:

C -1

-1

1 PLAN - STA. -5+00 TO STA. 15+661 PLAN - STA. -5+00 TO STA. 15+66

NOTES:

VIGILANT MA

. A

GYMNASIUM

CHASE AVE.

COURTS

BASEBALL

FIELD

FOOTBALL AND

SOCCER FIELD

BASEBALL

FIELD

L A

SURVEY AND CONSTR.

TOE OF SLOPE (TYP)

LANDWARD EDGE

OF BERM (TYP)

EXISTING

TIMBER GROIN

EXISTING TIMBER GROIN

SEAWARD EDGE

OF BERM (TYP)

CONTRACTOR STAGING AREA

(COORDINATE STAGING LIMITS

WITH THE COR AND UNITED

STATES COAST GUARD)

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 384139N 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

16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+00

ATLANTIC OCEAN

U.S. COAST GUARD TRAINING CENTER

CURLEW ROAD (GRAVEL)

STA 20+27

723.6 LT

STA 30+03

703.2 LT

END FILL AREA 1

MHW

MHW MHW MHW MHW MHW MHW MHW

MHW

MLW

MLW MLW MLW MLW MLW MLW MLW MLW

MLW

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:1

-W

2B U2

C-

3 P

- S

. 1

T O

7.d wg

6 T O

, N

C-103

PHILADELPHIA

C H

E M

N E

R E:

C -1

-1

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 SEPTEMBER 2022.

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

8. THE CONTRACTOR SHALL COVER ALL NON-MEC DEBRIS LOCATED WITHIN THE LIMIT OF THE FILL AREA (STA. -0+85 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.

1 PLAN - STA. 15+66 TO STA. 50+671 PLAN - STA. 15+66 TO STA. 50+67

NOTES:

C H

E M

N E

R E:

C -1

-1

TOE OF SLOPE (TYP)

LANDWARD EDGE

OF BERM (TYP)

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

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

XXXXXXXX

X X

XXXXXXXX

X X

EXISTING TIMBER BUILKHEAD

CONTRACTOR

WORK LIMIT

N 38710 E 381317

N 38390 E 380778

N 38113 E 380134

N 37882 E 380066

N 37822 E 379972

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

51+0052+0053+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+00

71+00

72+00

73+00

74+00

75+00

79+0080+0081+0082+0083+0084+0085+0086+0087+0088+0089+0090+0091+00 92+00

93+00 94+00

95+00 96+00

97+00

ATLANTIC OCEAN

NEW YORK AVE.

ILM

CITY OF CAPE MAY, N.J.

NEW JERSEY AVE.

BEACH AVE.

SURVEY AND CONSTR.

STA 80+02

163.0 LT

STA 73+25

372.3 LT

STA 85+03

260.3 LT

END FILL AREA 2

STA 68+29

382.1 LT

BEGIN FILL AREA 2

MHW

MLW

N 38729 E 380362

N 38732 E 380374

N 38271 E 380501N 38266

E 380490

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:1

-W

2B U2

C-

4 P

- S

. 5

T O

2.d wg

7 T O

, N

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 SEPTEMBER 2022.

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.

1 PLAN - STA. 50+67 TO STA. 97+121 PLAN - STA. 50+67 TO STA. 97+12

C H

E M

N E

R E:

C -1

-1

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)

T (N

EXISTING BEACH

CROSS SECTION

(VARIES)

TOE OF SLOPE VARIES

(SEE NOTE 6)

BEACHFILL CONSTRUCTION TEMPLATE

SURVEY & CONSTR.

VARIES

-25-25

VARIES

LANDWARD EDGE OF BERMEXISTING

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)

T (N

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

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-W

2B U2

C-

1 T

- B

.dw g

L S

- B

, N

C-301

PHILADELPHIA

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

NTS1 TYPICAL SECTION - FILL AREA 11 TYPICAL SECTION - FILL AREA 1

NTS2 TYPICAL SECTION - FILL AREA 22 TYPICAL SECTION - FILL AREA 2

-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)

T (N

DISTANCE FROM BASELINE (FEET)

T (N

DISTANCE FROM BASELINE (FEET)

T (N

BEACHFILL

CONSTRUCTION

TEMPLATE (TYP)

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW

MHW MHW MHW

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

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)

T (N

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW MLW MLW

MHW MHW MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW MHW

STA. -1+09 BEGIN FILL AREA 1

STA. 30+03 END FILL AREA 1

STA. 68+29 BEGIN FILL AREA 2

STA. 85+03 END FILL AREA 2

EXISTING GROUND

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30 120011001000900800700

DISTANCE FROM BASELINE (FEET)

T (N

STA. 30+03 (LINE 5)

600500400300200

MLW MLW MLW MLW MLW

MHW MHW MHW MHW MHW

EXISTING GROUND

11001000900800700600 1200 14001300 1500 1600 1700

1400 1500

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-W

2B U2

C-

2 C

dw g

, N

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

18,000

20,000 18,000

8,0

6,0

4,0

22,000

24,000

30,000 32,000

24,000

2,0

0,0

6,0

0,0

20,000

8,0

2,0

22,000

0,0

28,000

30,000

2,0

28,000

4,0

NOTES:

1. THE BATHYMETRY DEPICTED IN BORROW AREA K1, K2, K3, KE1, KE2, AND KE3 REPRESENTS THE RESULTS OF

SURVEYS CONDUCTED IN DECEMBER 2021 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. DREDGING IN BORROW AREA KE2 IS NOT PERMITTED. THE STRUCTURAL INTEGRITY OF THE SHOAL IN KE2 SHALL BE MAINTAINED SO THAT POST-DREDGING CONDITIONS RESEMBLE PRE-DREDGING CONDITIONS.

9. THE CONTRACT DREDGE DEPTHS FROM AREAS KE1 AND KE3 ARE AS INDICATED IN THE BELOW TABLE. BASED ON THE REQUIREMENTS OF THE DECEMBER 2018 FEDERAL CONSISTENCY DETERMINATION AND SECTION 401 WATER QUALITY CERTIFICATION, TOTAL QUANTITY OF MATERIAL REMOVED FROM AREAS KE1 AND KE3 SHALL NOT EXCEED 268,000 CUBIC YARDS FOR THIS CYCLE (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION

REGARDING RESTRICTIONS ON BORROW AREAS KE1 AND KE3).

10. THE CONTRACT DREDGE DEPTHS FROM AREAS K1, K2, AND K3 ARE AS INDICATED IN THE BELOW TABLE.

11. THE CONTRACTOR SHALL COMPLETE BEFORE AND AFTER DREDGING SURVEYS FOR BORROW AREAS K1, K2, K3, KE1, KE2, AND KE3 IN ACCORDANCE WITH SPECIFICATION SECTION 01 73 23.

BORROW AREA

CONTRACT DEPTH OF DREDGING ACTIVITIES

KE1

DEPTH IN FEET, NAVD88

-40.0

SUBMERGED DEBRIS

(SEE NOTE 6)

BORROW AREA K - EAST

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

BORROW AREA KE1

N 26604 E 397430

N 25883 E 398244

N 28657 E 401027

N 28354 E 401550

KE3 -40.0

BORROW AREA KE2

NOT AVAILABLE

(SEE NOTE 8)

K2 K1

K3 -40.0 -40.0

-40.0

BORROW AREA K3

BORROW AREA K1

BORROW AREA K2

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:4

-W

2B U2

C-

1 P

- B

W A

- C

dw g

- C

, N

C-401

PHILADELPHIA

1 BORROW AREA - CAPE MAY1 BORROW AREA - CAPE MAY

Sheets and Views

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

C-001 GENERAL INFORMATION SHEET

C-002 SURVEY BASELINE - CAPE MAY CITY

SURVEY BASELINE - CAPE MAY INLET

TABLE - PI POINTS

TABLE - PROFILE ORIGIN POINTS

TABLES - BD AD

C-101 GENERAL PLAN - CAPE MAY

GENERAL PLAN - CAPE MAY

C-102 PLAN - STA. -5+00 TO STA. 15+66

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

C-103 PLAN - STA. 15+66 TO STA. 50+67

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

C-104 PLAN - STA. 50+67 TO STA. 97+12

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

C-301 TYPICAL SECTIONS - BEACHFILL

TYPICAL SECTION - STA 1+09 TO STA 30+03

TYPICAL SECTION - STA 68+29 TO STA 85+03

C-302 CROSS SECTIONS

CROSS SECTIONS - STA. 1+00 TO STA. 80+43

C-401 BORROW AREA - CAPE MAY

BORROW AREA - CAPE MAY

	2023-05-05T11:44:38-0400
MOFFATT.BARBARA.F.1228997893

	2023-05-05T12:42:51-0400
CLAPP.CHRISTINE.D.1228846372

File details come from the government source that posted it. Updated Jun 5, 2023.