W912BU23B0006 - Drawings.pdf

PDF 17 MB Posted Aug 17, 2023

Attached to: Maintenance Dredging - New Jersey Intracoastal Waterway & Adjacent New Jersey Waterways
Solicitation number: W912BU23B0006
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Dec 20, 2023

This document provides details on a federal contract solicitation from the Department of the Army Corps of Engineers Engineering District Philadelphia. The solicitation, number W912BU23B0006, is for maintenance dredging services for the New Jersey Intracoastal Waterway and adjacent New Jersey waterways. The solicitation seeks dredging services to maintain adequate depths for navigation along approximately 70 miles of waterways. The period of performance is from date of award through September 2023. Interested parties should review the attached 17MB file of drawings for more details on project requirements and specifications. The response deadline for this solicitation is two weeks from issue date.

View the file

Other files

File	Type	Posted
W912BU23B0006-Specs-Amendment 0001.pdf	PDF	Aug 29, 2023
W912BU23B0006 - Solicitation and Specifications.pdf	PDF	Aug 17, 2023

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

®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

2B U2

PHIALDELPHIA

MAINTENANCE DREDGING

AND ADJACENT WATERWAYS

NEW JERSEY INTRACOASTAL WATERWAY

17 AUGUST 2023

IFB W912BU23B0006

OF PROJECT

LOCATION

VICINITY MAP

NTS

CAPE MAY FERRY

WORK AREA

LOCATION MAP

NTS

WORK AREA

OPTION 1

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.

OYSTER CREEK

CAPE MAY HARBOR

NJIWW MARKERS 419 TO 421

NJIWW MARKERS 424 TO 427

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:

PHIALDELPHIA

G-002

G-

2.d wg

2B U2

DRAWING INDEX

SHEET NUMBER DESCRIPTION

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

CIVIL

C-001 GENERAL INFORMATION SHEET

C-101 GENERAL PLAN - LOCATION MAP

C-102 GENERAL PLAN - SHEET 1 OF 2

C-103 GENERAL PLAN - SHEET 2 OF 2

C-104 PLAN - CAPE MAY FERRY

C-105 PLAN - CAPE MAY HARBOR STA -6+300 TO STA -10+341

C-106 PLAN - CAPE MAY HARBOR STA 0+000 TO STA -6+300

C-107 PLAN - GREAT CHANNEL PIPE PLAN

C-108 PLAN - NJIWW MARKER 419 TO MARKER 427

C-109 PLAN - OYSTER CREEK (OPTION 1)

C-301 TYPICAL SECTIONS

C-401 HIGBEE & CAMPGROUND DISPOSAL AREAS

C-402 RAILROAD DISPOSAL AREA

C-403 NJ WILDLIFE MANAGEMENT MARSH RESTORATION AREA

DREDGING LEGEND

COORDINATE - NORTHING AND EASTING

BUOY MARKERS

CHANNEL CENTERLINE

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

DD/MMM/YYYY DD/MMM/YYYY

APPROXIMATE BORDERS OF GOVERNMENT OWNED

DISPOSAL AREAS TO BE USED IN CONTRACT

APPROXIMATE LOCATION OF WORK

REQUIRED DREDGING (TYPICAL SECTIONS)

ALLOWABLE OVERDEPTH (TYPICAL SECTIONS)

DATE OF SURVEYS

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. SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS' HYDROGRAPHIC SURVEY MANUAL EM

1110-2-1003, MOST RECENT VERSION FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.

2. ELEVATIONS/DEPTHS ARE EXPRESSED IN FEET AND TENTHS OF A FOOT AND REFER TO MEAN LOWER LOW WATER (MLLW). SEE DETAILS ON THIS SHEET FOR THE TIDAL REFERENCE FROM NOAA'S TIDAL EPOCH - 1983-2001.

3. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD 1983).

4. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS SHOWN AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME. SEE SHEETS C-104 THROUGH C-109 FOR

EACH SITE LOCATION.

5. BUOYS SHOWN ON SHEETS C-104 THROUGH C-109 WERE LOCATED AT THE TIME OF EACH SURVEY. BUOYS

ARE NOT FIXED.

6. SOUNDING INFORMATION CAN BE ACCESSED AT HTTPS://NAVIGATION.USACE.ARMY.MIL/SURVEY/HYDRO.

GENERAL NOTES - DISPOSAL AREAS:

1. FOR WORK AREA 1, CAPE MAY FERRY, THE GOVERNMENT FURNISHED DISPOSAL AREA AVAILABLE FOR USE UNDER THIS CONTRACT IS THE HIGBEE AND CAMPGROUND DISPOSAL AREA, SEE SHEET C-401.

2. FOR WORK AREA 2, CAPE MAY HARBOR, THE GOVERNMENT FURNISHED DISPOSAL AREA AVAILABLE FOR

USE UNDER THIS CONTRACT IS THE RAILROAD DISPOSAL AREA, SEE SHEET C-402.

3. FOR WORK AREA 3, NJIWW FROM MARKER 419 TO MARKER 421, THE SANDY EDGE PLACEMENT AREA ALONG RING ISLAND IS AVAILABLE FOR USE UNDER THIS CONTRACT, SEE SHEET C-107 AND C-108.

4. FOR WORK AREA 4, NJIWW FROM MARKER 424 TO MARKER 427, THE STATE OF NJ WILDLIFE MANAGEMENT MARSH RESTORATION PLACEMENT AREA IS AVAILABLE FOR USE UNDER THIS CONTRACT, SEE SHEET C-403.

5. FOR OPTION 1, OYSTER CREEK, THE SITE 6 ISLAND CREATION PLACEMENT AREA IS AVAILABLE FOR USE

UNDER THIS CONTRACT, SEE SHEET C-109.

6. THE END OF ALL DISCHARGE PIPES SHALL BE LOCATED INSIDE THE DISPOSAL AREA LIMITS AS SPECIFIED IN THE CONTRACT SPECIFICATIONS SECTION 35 20 23. PIPE SHALL BE LOCATED SUCH THAT THE DISCHARGE DOES NOT SCOUR THE SLOPE FACE OR THE TOE-OF-SLOPE OF THE DISPOSAL AREA DIKE IN

THE VICINITY OF THE DISCHARGE AREA.

7. BORROW FOR DIKING MATERIAL MAY BE OBTAINED FROM WITHIN THE DISPOSAL AREAS, BUT NOT CLOSER

THAN 50 FEET FROM THE INSIDE TOE OF THE DIKE SECTIONS.

8. TOPOGRAPHY SHOWN IS BASED ON SURVEYS MADE AS SHOWN ON SHEETS C-104, C-401, C-402, AND C-403 AND CAN ONLY BE CONSIDERED INDICATIVE OF THE SITE CONDITIONS AS THEY EXISTED AT THAT TIME.

EARTHWORK ACTIVITIES HAVE TAKEN PLACE SINCE THE DATE OF PHOTOGRAPHY. CONTRACTORS ARE ENCOURAGED TO VISIT THE SITES WHERE WORK IS TO BE PERFORMED TO ACQUAINT THEMSELVES WITH

EXISTING CONDITIONS THAT COULD AFFECT THE PROJECT COST.

9. THE CONTRACTOR SHALL ENSURE THAT DREDGE DISCHARGE PIPES ARE PLACED ON THE FINGER DIKES PROVIDED WITH THE DISCHARGE LIMITS SPECIFIED FOR THE DISPOSAL AREAS, OR OTHERWISE

SUPPORTED IN ACCORDANCE WITH THE SPECIFICATIONS.

10. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD 1983).

11. VERTICAL DATUM - ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).

MLLW

3.0 2'

TIDAL DATUM REFERENCE

(CAPE MAY FERRY)

STA. -15+00 TO 13+00

N.T.S.

ELEV. 0.00 (NAVD 88)

MLLW

2.7 0'

TIDAL DATUM REFERENCE

(CAPE MAY HARBOR)

STA. 00+000.00 TO 10+341.00

N.T.S.

ELEV. 0.00 (NAVD 88)

MLLW

0.3 6'

TIDAL DATUM REFERENCE

(OYSTER CREEK)

N.T.S.

ELEV. 0.00 (NAVD 88)

50,000

9,5

MLLW

2.4 1'

ELEV. 0.00 (NAVD 88)

TIDAL DATUM REFERENCE

(GREAT CHANNEL)

N.T.S.

WORK AREAW.A.

TIDAL DATUM REFERENCES

COIR LOGS

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:

PHIALDELPHIA

C-001

L I

2B U2

CAPE MAY FERRY DREDGING W.A. #1

ATLANTIC OCEAN

SEE SHEET C-102

SEE SHEET C-103

CAPE MAY FERRY DISPOSAL AREA

(HIGBEE AND CAMPGROUND)

CAPE MAY RAILROAD DISPOSAL AREA

CAPE MAY HARBOR DREDGING W.A. #2

NJIWW DREDGING BETWEEN

MARKERS 424 AND 427

W.A. #4

NJIWW DREDGING BETWEEN

MARKERS 419 AND 421

W.A. #3

OYSTER CREEK DREDGING

(OPTION 1)

NEW JERSEY

SITE 6 ISLAND CREATION

(OPTION 1)

SANDY EDGE PLACEMENT

ALONG RING ISLAND SHORELINE

NJ WILDLIFE MANAGEMENT

MARSH RESTORATION AREA

DELAWARE BAY

CAPE MAY INLET

HEREFORD INLET

BARNEGAT INLET

LITTLE EGG INLET

GREAT EGG HARBOR INLET

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:

-IF

2B U2

C-

1 G

- L

dw g

L P

- L

C-101

PHIALDELPHIA

1 LOCATION MAP1 LOCATION MAP

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR LEGEND AND GENERAL NOTES.

2. SEE SHEET C-301 FOR TYPICAL SECTIONS.

CAPE MAY HARBOR DREDGING W.A. #2

CAPE MAY FERRY DREDGING W.A. #1

CAPE MAY FERRY DISPOSAL AREA

(HIGBEE AND CAMPGROUND)

(SEE SHEET C-401)

CAPE MAY RAILROAD DISPOSAL AREA

(SEE SHEET C-402)

NJIWW DREDGING BETWEEN

MARKERS 424 AND 427

W.A. #4

NJIWW DREDGING BETWEEN

MARKERS 419 AND 421

W.A. #3

ATLANTIC OCEAN

SEE SHEET C-105

SEE SHEET C-104

SEE SHEET C-107

SANDY EDGE PLACEMENT

ALONG RING ISLAND SHORELINE

NJ WILDLIFE MANAGEMENT

MARSH RESTORATION AREA

(SEE SHEET C-403)

CAPE MAY INLET

HEREFORD INLET

CAPE MAY CANAL

DELAWARE BAY

SEE SHEET C-106

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:

-IF

2B U2

C-

2 G

- S

dw g

L P

- S

C-102

PHIALDELPHIA

1 GENERAL PLAN - SHEET 1 OF 21 GENERAL PLAN - SHEET 1 OF 2

NORTH

PLAN

NOTES:

ATLANTIC OCEAN

SEE SHEET C-109

OYSTER CREEK DREDGING

(OPTION 1)

SITE 6 ISLAND CREATION

(OPTION 1)

BARNEGAT INLET

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:

-IF

2B U2

C-

3 G

- S

dw g

L P

- S

C-103

PHIALDELPHIA

1 GENERAL PLAN - SHEET 2 OF 21 GENERAL PLAN - SHEET 2 OF 2

NORTH

PLAN NOTES:

1,5

0,0

9,5

48,000

0,5

49,000

48,500

49,500

50,000

-1 0+

-0 5+

-0 4+

-1 5+

-1 3+

9,5

0,0

0,5

1,0

1,5

2,0

2,5

50,000

49,500

48,000

2,5

2,0

1,0

48,500

CAPE MAY FERRY

TERMINAL

EXISTING JETTY

BUOY

#12

BUOY

#14

- L

CAPE MAY FERRY DISPOSAL AREA

(HIGBEE/CAMPGROUND)

(SEE SHEET C-401)

APPROXIMATE LOCATION OF EXISTING GABION BASKET REVETMENT

CAPE MAY CANAL

WORK AREA #1

CAPE MAY FERRY

STA -12+50 TO STA 17+00

CHANNEL

CENTERLINE

CAPE MAY CANAL

N 49066.3 E 360536.8

N 49016.4 E 360537.3

N 48966.4 E 360537.0

N 49093.4 E 360137.0

N 48943.4 E 360136.2

N 49063.3 E 361100.8

N 48963.3 E 361100.2

N 49060.5 E 361609.5

N 49057.0 E 362276.7

N 49008.2 E 362276.5

N 48957.1 E 362276.2

N 49022.9 E 359285.2

N 48947.8 E 359285.0

N 49018.4 E 360136.6

N 49013.3 E 361100.5

N 49010.5 E 361609.2

N 49097.9 E 359285.6

DREDGE AREA 1

STA -1+50 TO STA 5+50

12+1' DEPTH

DREDGE AREA 2

STA 11+00 TO STA 17+00

11+1' DEPTH

N 49075.9 E 360395.2

N 49017.0 E 360395.4

N 48958.2 E 360395.6

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:

-IF

2B U2

C-

4 P

- S

-1

T O

0.d wg

C-104

PHIALDELPHIA

1 PLAN - CAPE MAY FERRY1 PLAN - CAPE MAY FERRY

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR LEGEND AND GENERAL NOTES.

2. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN JULY OF 2023 AND

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

3. SEE CONTRACT SPECIFICATIONS FOR INFORMATION REGARDING DREDGING AND DISPOSAL

AREAS.

4. SEE SHEET C-401 FOR HIGBEE AND CAMPGROUND DISPOSAL AREA PLAN.

5. SEE SHEET C-301 FOR CONTRACT DREDGING DEPTHS.

C-301

6,0

-1 0+

-9 +0

-1 0+

1.9

-8 +0

-7 +0

CAPE MAY CANAL

CAPE MAY HARBOR

05/JUL/2023 06/DEC/2022

N 42,233.79 E 379,302.63

N 42,380.33 E 379,270.68

N 42,526.90 E 379,238.71

MARKER #14N 42,155.50

E 376,874.97

N 42,063.84 E 376,859.03

N 42,109.67 E 376,853.50

N 42,412.46 E 378,910.25

N 42,319.20 E 378,975.61

N 42,366.94 E 378,942.15

MARKER #13

MARKER #2

MARKER #3

MARKER #12

BUOY #11

MARKER #8

WORK AREA #2

CAPE MAY HARBOR

STA -10+243 TO STA -1+300

N 40,000

N 42,000

N 44,000

5,0

N 41,000

N 43,000

7,0

8,0

9,0

0,0

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:

-IF

2B U2

C-

-1 0+

1 T

A -6

.dw g

-6 +3

A -1

C-105

PHIALDELPHIA

1 PLAN - CAPE MAY HARBOR STA -10+341 TO STA -6+3001 PLAN - CAPE MAY HARBOR STA -10+341 TO STA -6+300

NORTH

PLAN

C-301

C H

E M

N E

R E:

C -1

-1

NOTES:

1. SEE SHEET C-001 FOR LEGEND AND GENERAL NOTES.

2. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN DECEMBER OF 2022

AND JULY OF 2023 AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS

OCCURRING AT THAT TIME.

3. SEE CONTRACT SPECIFICATIONS FOR INFORMATION REGARDING DREDGING AND DISPOSAL

AREAS.

4. SEE SHEET C-402 FOR RAIL ROAD DISPOSAL AREA PLAN.

5. SEE SHEET C-301 FOR CONTRACT DREDGING DEPTHS.

N.J .I.W

-6 +0

00 -5 +0

-4 +0

-3 +6

.12

-3 +0

00 -2+

8.0

-2+

-1+812.23

-1+000

0+000

COLD SPRING INLET

06/DEC/2022

29/NOV/2022

WORK AREA #2

CAPE MAY HARBOR

STA -10+243 TO STA -1+300

N 43,122.82 E 383,379.62

N 43,272.98 E 383,364.19

N 43,423.15 E 383,348.75

N 43,109.85 E 384,680.35

N 43,259.54 E 384,713.14

N 43,409.23 E 384,745.93

N 43,174.15 E 385,270.55

N 43,052.70 E 385,174.73

N 42,931.25 E 385,078.91

N 42,781.24 E 385,590.41

N 42,685.03 E 385,457.93

N 42,589.84 E 385,326.84

MARKER #4

BUOY #2

MARKER #8

MARKER #7A

CHANNEL CENTERLINE MARKER #7

BUOY #3

MARKER #6

MARKER #10

CAPE MAY HARBOR

N 44,000

N 43,000

N 42,000

N 41,000

2,0

3,0

4,0

7,0

5,0

6,0

N 45,000

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:

-IF

2B U2

C-

6 P

- C

0 T

A -6

.dw g

0 T O

-6 +3

C-106

PHIALDELPHIA

1 PLAN - CAPE MAY HARBOR STA 0+000 TO STA -6+3001 PLAN - CAPE MAY HARBOR STA 0+000 TO STA -6+300

NORTH

PLAN

ATC

LIN

E M

ATC

LIN

R E: C

-107 R

E: C -107

NOTES:

1. SEE SHEET C-001 FOR LEGEND AND GENERAL NOTES.

2. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN NOVEMBER OF 2022

AND DECEMBER OF 2022 AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE

CONDITIONS OCCURRING AT THAT TIME.

3. SEE CONTRACT SPECIFICATIONS FOR INFORMATION REGARDING DREDGING AND DISPOSAL

AREAS.

4. SEE SHEET C-402 FOR RAIL ROAD DISPOSAL AREA PLAN.

5. SEE SHEET C-301 FOR CONTRACT DREDGING DEPTHS.

NJ WILDLIFE MANAGEMENT

MARSH PLACEMENT AREA

(SEE SHEET C-403)

N 82,000 E 41 0,0

00 N 83,000 E 41 1,0

00 N 84,000 E 41 2,0

00 N 85,000 E 41 3,0

00N 79,000 E 40 7,0

00 N 81,000 E 40 9,0

00N 80,000 E 40 8,0

N 78,000 E 40 8,0

N 77,000 E 40 9,0

N 86,000 E 41 4,0

N 85,000 E 41 5,0

N 84,000 E 41 6,0

N 83,000 E 41 7,0

N 82,000 E 41 8,0

WORK AREA #4

NJIWW

BETWEEN MARKER 424

AND MARKER 427

WORK AREA #3

NJIWW

BETWEEN MARKER 419

AND MARKER 421

APPROXIMATE DISCHARGE PIPE LOCATION

(SEE NOTE 5)

APPROXIMATE SANDY EDGE PLACEMENT ALONG

RING ISLAND SHORELINE

(SEE SHEET C-108)

APPROXIMATE DISCHARGE PIPE LOCATION

(SEE NOTE 5)

SEE SHEET C-108

SEE SHEET C-403

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:

-IF

2B U2

C-

7 P

- G

.dw g

L P

C-107

PHIALDELPHIA

1 PLAN - GREAT FLAT THOROFARE & GREAT CHANNEL1 PLAN - GREAT FLAT THOROFARE & GREAT CHANNEL

NORTH

PLAN NOTES:

1. SEE SHEET C-001 FOR LEGEND AND GENERAL NOTES.

2. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN DECEMBER OF 2022 AND CAN ONLY BE CONSIDERED

REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

3. THE PLACEMENT AREA SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN JUNE OF 2023 AND CAN ONLY BE CONSIDERED

REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

4. SEE CONTRACT SPECIFICATIONS FOR INFORMATION REGARDING DREDGING AND DISPOSAL AREAS.

5. DISCHARGE PIPE SHALL TRAVEL BY WATER WHERE EVER POSSIBLE MINIMIZING IMPACTS TO MARSH WHERE NECESSARY AND IN COORDINATION WITH THE COR BASED ON MARSH CONDITIONS AND FLOWS AT THE TIME OF PLACEMENT.

6. DISCHARGE PIPE ROUTES AND CROSSINGS SHOWN ARE APPROXIMATE. ACTUAL ROUTES AND CROSSING MUST BE APPROVED BY

COR PRIOR TO ANY PIPE MOBILIZATION.

APPROXIMATE SANDY EDGE PLACEMENT ALONG RING

ISLAND SHORELINE

(SEE NOTE 5)

MARKER #427

BUOY #419

BUOY #421

BUOY #417

GREAT FLAT THOROFARE

N 77,253.1 E 412,981.4

N 77,204.0 E 412,997.0

N 77,155.0 E 413,012.5

N 77,209.6 E 412,363.3

N 77,161.5 E 412,391.9

N 77,113.4 E 412,420.5

N 76,151.8 E 411,672.6

N 76,201.0 E 411,681.4

N 76,250.2 E 411,690.3

N 76,493.6 E 410,331.2

N 76,447.3 E 410,322.9

N 76,395.1 E 410,313.6

BUOY #418

BUOY #421

N 78,184.2 E 412,938.5

N 78,594.3 E 413,224.2

N 78,537.3 E 413,307.1

N 78,123.0 E 413,020.9

GREAT CHANNEL

APPROXIMATE DISCHARGE PIPE LOCATION

WORK AREA #4

NJIWW

BETWEEN MARKER 424

AND MARKER 427

WORK AREA #3

NJIWW

BETWEEN MARKER 419

AND MARKER 421

APPROXIMATE DISCHARGE PIPE LOCATION

N 76,000 E 40 9,0

N 77,000 E 40 9,0

00 N 78,000 E 41 0,0

00 N 79,000 E 41 1,0

00 N 80,000 E 41 2,0

N 80,000 E 41 3,0

N 79,000 E 41 4,0

N 78,000 E 41 5,0

00N 76,000 E 41 3,0

00N 75,000 E 41 2,0

00 N 77,000 E 41 4,0

00N 74,000 E 41 1,0

N 75,000 E 41 0,0

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:

-IF

2B U2

C-

8 P

- G

L.d wg

9 T

C-108

PHIALDELPHIA

1 PLAN - NJIWW MARKER 419 TO MARKER 4271 PLAN - NJIWW MARKER 419 TO MARKER 427

C-301

NOTES:

1. SEE SHEET C-001 FOR LEGEND AND GENERAL NOTES.

2. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN DECEMBER OF 2022 AND CAN ONLY BE CONSIDERED

REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

3. THE PLACEMENT AREA SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN JUNE OF 2023 AND CAN ONLY BE CONSIDERED

REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

4. SEE CONTRACT SPECIFICATIONS FOR INFORMATION REGARDING DREDGING AND DISPOSAL AREAS.

5. THE LINEAR SAND BERM SHALL BEGIN AT THE APPROXIMATE MARSH EDGE AT ELEVATION 2 FEET NAVD88 AND EXTEND TO THE INTERTIDAL/SUBTIDAL BOTTOM AT APPROXIMATELY -3 FEET NAVD88. THE FEATURE IS ANTICIPATED TO BE WITHIN 100 FEET OF

THE MARSH EDGE AND EXTEND FOR 500 FT ALONG THE SHORELINE.

6. SEE SHEET C-301 FOR CONTRACT DREDGING DEPTHS.

NORTH

PLAN

N 347,000

6,0

7,0

9,0

1,0

2,0

0,0

8,0

6,0

7,0

9,0

1,0

2,0

0,0

8,0

N 348,000

N 349,000

N 350,000

N 351,000

BUOY #40

BUOY #41

BUOY #42

BUOY #38A

BUOY #39

SITE 6 ISLAND CREATION

SEE NOTE #4

CHANNEL CENTERLINE

BUOY #39

N 348,758.53 E 587,611.21

N 348,831.23 E 587,592.77

N 349,180.02 E 588,967.37

N 349,104.44 E 588,974.45

N 349,028.86 E 588,981.53

N 349,110.83 E 590,089.17

N 349,036.51 E 590,079.07

N 348,962.19 E 590,068.97

N 348,685.83 E 587,629.66

OYSTER CREEK

BETWEEN BUOY 38 AND BUOY 42

(OPTION 1)

BUOY #38

BUOY #37

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:

-IF

2B U2

C-

9 P

- O

1) .dw g

N 1)

C-109

PHIALDELPHIA

1 PLAN - OYSTER CREEK (OPTION 1)1 PLAN - OYSTER CREEK (OPTION 1)

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR LEGEND AND GENERAL NOTES.

2. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN APRIL OF 2023 AND

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

3. THE SITE 6 ISLAND CREATION PLACEMENT AREA SURVEYS ARE A RESULT OF SURVEYS

CONDUCTED IN APRIL OF 2023 AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE

CONDITIONS OCCURRING AT THAT TIME.

4. PUMP SANDY MATERIAL ONTO EXISTING SITE 6 TO RAISE ISLAND ELEVATIONS AND MOVE

DISCHARGE PERIODICALLY TO BUILD ADJACENT SURROUNDING EDGES OF ISLAND. PLACEMENT

WILL BE FIELD ADJUSTED IN COORDINATION WITH THE COR BASED ON ISLAND CONDITIONS AT

THE TIME OF PLACEMENT.

5. SEE SHEET C-301 FOR CONTRACT DREDGING DEPTHS.

C-301

< 0.00

0.00 - 1.99

2.00 - 3.99

4.00 - 5.99

6.00 - 7.99

8.00 - 9.99

10.00 - 11.99

12.00 - 13.99

14.00 - 15.99

16.00 - 17.99

18.00 - 19.99 >= 20.00

LEGEND

ELEV. -11

ELEV. -12

100'

CHANNEL LIMIT

CONTRACT LIMIT

H (F

EXISTING

BOTTOM

OFFSET (FT)

-10

-5

-15

-10

-5

1000 5050 0100150 100

ELEV. -12

ELEV. -13

100'

CHANNEL LIMIT

CONTRACT LIMIT

(F T)

EXISTING

GROUND

OFFSET (FT)

-10

-5

-10

-5

1000 5050 0100150 -15-15

ELEV. -5

ELEV. -6

100'

CHANNEL LIMIT

H (F

EXISTING

BOTTOM

OFFSET (FT)

-10

-5

1500 5050 0100150 100 -10

-5

100'

CONTRACT LIMIT

ELEV. -5

ELEV. -6

100'

CHANNEL LIMIT

CONTRACT LIMIT

H (F

EXISTING

BOTTOM

OFFSET (FT)

-10

-5

1500 5050 0100150 100 -10

-5

ELEV. -11

ELEV. -12

100'

CHANNEL LIMIT

H (F

T) EXISTING

GROUND

OFFSET (FT)

-10

-5

-10

-5

1000 5050 0100150 -15-15

-5-5

50'

CONTRACT LIMIT

ELEV. -9

ELEV. -10

125'

CHANNEL LIMIT

H (F

T) EXISTING GROUND

OFFSET (FT)

-10

-5

-10

-5

1000 5050 0100150 -15 -15

150'

CONTRACT LIMIT

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:

-IF

2B U2

C-

1 T

dw g

L S

C-301

PHIALDELPHIA

NTS3 TYPICAL SECTION - CAPE MAY HARBOR3 TYPICAL SECTION - CAPE MAY HARBOR

NOTES:

1. SEE SHEET C-001 FOR LEGEND AND GENERAL NOTES.

2. NO SIDE OR END SLOPES ARE PERMITTED IN THIS CONTRACT.

NTS1 TYPICAL SECTION - CAPE MAY FERRY STA -1+50 TO STA 5+501 TYPICAL SECTION - CAPE MAY FERRY STA -1+50 TO STA 5+50

NTS4 TYPICAL SECTION - NJIWW BETWEEN MARKERS 424 AND 4274 TYPICAL SECTION - NJIWW BETWEEN MARKERS 424 AND 427

NTS5 TYPICAL SECTION - NJIWW BETWEEN MARKES 419 AND 4215 TYPICAL SECTION - NJIWW BETWEEN MARKES 419 AND 421

NTS2 TYPICAL SECTION - CAPE MAY FERRY STA 11+00 TO STA 17+002 TYPICAL SECTION - CAPE MAY FERRY STA 11+00 TO STA 17+00

NTS6 TYPICAL SECTION - OYSTER CREEK (OPTION 1)6 TYPICAL SECTION - OYSTER CREEK (OPTION 1)

5' 25'25'

DREDGE PIPE 1' MIN

EXISTING ACCESS ROAD CRUSHED AGGREGATE RAMP

FULL WIDTH OF ACCESS ROAD.

PLACE AND COMPACT HORIZONTAL

LIFTS, MAX. LOOSE LIFT THICKNESS

OF 12"

CAMPGROUND CELL

(TO BE USED FOR THIS CONTRACT)

EXISTING BAFFLE DIKE

EXISTING

BAFFLE DIKE

HIGBEE CELL

(TO BE USED FOR THIS CONTRACT)

APPROXIMATE LIMITS

OF EXISTING DIKE

WETLANDS

CAPE MAY CANAL

N 48,000

3,5

N 47,500

N 47,000

N 48,500

N 49,000

3,0

2,5

2,0

1,5

1,0

0,5

100'

CAMPGROUND CELL

DISCHARGE LIMITS

EXISTING SLUICE

100'

HIGBEE CELL

DISCHARGE LIMITS

APPROXIMATE LOCATION OF EXISTING

GABION BASEKT REVETMENT

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:

-IF

2B U2

C-

1 H

L A

.dw g

C-401

PHIALDELPHIA

NTS2 DETAIL - ROAD CROSSING2 DETAIL - ROAD CROSSING

1 PLAN - HIGBEE & CAMPGROUND DISPOSAL AREAS1 PLAN - HIGBEE & CAMPGROUND DISPOSAL AREAS

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR DISPOSAL AREA NOTES.

2. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS TAKEN IN 2019 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

< 0.00

2.00 - 3.99

6.00 - 7.99

10.00 - 11.99

14.00 - 15.99

18.00 - 19.99

22.00 - 23.99

26.00 - 27.99

30.00 - 31.99

34.00 - 35.99

38.00 - 39.99 > 40.00

LEGEND

N 44,500

2,0

3,0

5,0

4,0

N 45,500

N 46,500

2,5

4,5

3,5

N 45,000

N 46,000

100'

DISCHARGE LIMITS

EXISTING SLUICE

CELL A AVAILABLE FOR THIS CONTRACT

EXISTING SLUICE

CELL B NOT AVAILABLE FOR THIS CONTRACT

(SEE NOTE 3)

CAPE MAY CANAL

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:

-IF

2B U2

C-

2 P

- R

dw g

ILR

C-402

PHIALDELPHIA

1 PLAN - RAILROAD DISPOSAL AREA1 PLAN - RAILROAD DISPOSAL AREA

< 0.00

2.00 - 3.99

6.00 - 7.99

10.00 - 11.99

14.00 - 15.99

18.00 - 19.99

22.00 - 23.99

26.00 - 27.99

30.00 - 31.99

34.00 - 35.99

38.00 - 39.99 > 40.00

NOTES:

1. SEE SHEET C-001 FOR DISPOSAL AREA NOTES.

2. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS TAKEN IN 2019 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

3. CELL B WAS USED ON PREVIOUS CONTRACT AND IS NOT TO BE USED FOR THIS CONTRACT.

LEGEND

NJ WILDLIFE MANAGEMENT

MARSH PLACEMENT AREA

APPROXIMATE DREDGE PIPE PLACEMENT

APPROXIMATE LOCATION OF Y SPLIT

APPROXIMATE DISCHARGE LOCATION FOR PIPE 1

SEE NOTE 2

APPROXIMATE DISCHARGE LOCATION FOR PIPE 2

SEE NOTE 2

WEIRS

SEE NOTE 3

COIR LOG

STONE HARBOR BLVD

SCOTCH BONNET STRAIT

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:

-IF

2B U2

C-

8 N J W

ILD

LIF

D A.

dw g

ILD

LIF

C-403

PHIALDELPHIA

NOTES:

1. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS TAKEN IN

JUNE 2023 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT

TIME.

2. LOCATIONS SHOWN ARE APPROXIMATE AND TO BE FIELD ADJUSTED IN COORDINATION WITH

THE COR BASED ON MARSH CONDITIONS AND FLOWS AT THE TIME OF PLACEMENT.

3. WEIRS TO BE INSTALLED PRIOR TO CONSTRUCTION BY USACE.

1 PLAN - NJ WILDLIFE MANAGEMENT MARSH PLACEMENT AREA1 PLAN - NJ WILDLIFE MANAGEMENT MARSH PLACEMENT AREA

< 0.00

2.00 - 3.99

6.00 - 7.99

10.00 - 11.99

14.00 - 15.99

18.00 - 19.99

22.00 - 23.99

26.00 - 27.99

30.00 - 31.99

34.00 - 35.99

38.00 - 39.99 > 40.00

LEGEND

Sheets and Views

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

C-001 GENERAL INFORMATION SHEET

C-101 GENERAL PLAN - LOCATION MAP

C-102 GENERAL PLAN - SHEET 1 OF 2

C-103 GENERAL PLAN - SHEET 2 OF 2

C-104 PLAN - CAPE MAY FERRY

C-105 PLAN - CAPE MAY HARBOR STA -6+300 TO STA -10+341

C-106 PLAN - CAPE MAY HARBOR STA 0+000 TO STA -6+300

C-107 PLAN - GREAT CHANNEL PIPE PLAN

C-108 PLAN - NJIWW MARKER 419 TO MARKER 427

C-109 PLAN - OYSTER CREEK (OPTION 1)

C-301 TYPICAL SECTIONS

C-401 HIGBEE & CAMPGROUND DISPOSAL AREAS

C-402 RAILROAD DISPOSAL AREA

C-403 NJ WILDLIFE MANAGEMENT MARSH RESTORATION AREA

	2023-08-17T15:29:53-0400
MOFFATT.BARBARA.F.1228997893

	2023-08-17T15:53:06-0400
CLAPP.CHRISTINE.D.1228846372

File details come from the government source that posted it. Updated Aug 17, 2023.