04 - PLANS - W912DS-22-B-0010.pdf

PDF 35 MB Posted May 19, 2022

Attached to: Maintenance Dredging of Newark Bay, New Jersey, Federal Navigation Project
Solicitation number: W912DS22B0010
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for maintenance dredging of portions of the Newark Bay Federal Navigation Project in New Jersey. The U.S. Army Corps of Engineers, New York District, proposes to remove approximately 600,000 cubic yards of sediment from the Main and Port Newark Channels to depths of -40 and -50 feet Mean Lower Low Water plus one foot allowable overdepth using a mechanical dredge with a closed clamshell environmental bucket. Multiple barges and tugboats will be needed for dredging, dewatering, and unloading operations. The dredged material must meet federal, state, and local criteria for placement at a contractor-furnished, state-permitted upland site. The apparent low bidder must provide all required placement permits within 35 days of notification and commence work within five days of the notice to proceed, maintaining a production rate of at least 2,500 cubic yards per day. The estimated cost range for the project is $25,000,000 to $100,000,000, and work must be completed between August 2022 and March 2023 to minimize impacts to ship traffic.

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Other files

File	Type	Posted
Abstract 22B0010.pdf	PDF	Jun 30, 2022
TECHSPECS(revised)01 30 00AM0004.pdf	PDF	Jun 27, 2022
6 of 6 NB22-AM-0004.pdf	PDF	Jun 27, 2022
5 of 6 NB22-AM-0004.pdf	PDF	Jun 27, 2022
2 of 6 NB22 - Gen Loc Map-AM-0004.pdf	PDF	Jun 27, 2022
TECHSPECS(revised)01 11 00AM0004.pdf	PDF	Jun 27, 2022
3 of 6 NB22-AM-0004.pdf	PDF	Jun 27, 2022
Amendmet 0004 note.pdf	PDF	Jun 27, 2022
Amendmetn 0004.pdf	PDF	Jun 27, 2022
TECHSPECS(revised)00 01 15AM0004.pdf	PDF	Jun 27, 2022
1 of 6 NB22 - Cover and Index-AM-0004.pdf	PDF	Jun 27, 2022
W912DS22B0010 Amendment 0003.pdf	PDF	Jun 24, 2022
OtherDocuments.pdf	PDF	Jun 23, 2022
Newark Bay DO51 Upland Data Tables - Final.xlsx	XLSX spreadsheet	Jun 22, 2022
J135936-2 Std_Tal_L4 Final Report.pdf	PDF	Jun 22, 2022
J135978-2 Std_Tal_L4 Final Report.pdf	PDF	Jun 22, 2022
180-135978-2_MEPsv_Pivot.xls	XLS spreadsheet	Jun 22, 2022
J135751-2 Std_Tal_L4 Final Report.pdf	PDF	Jun 22, 2022
W912DS22B0010 0002.pdf	PDF	Jun 22, 2022
180-135936-2_MEPsv_Pivot.xls	XLS spreadsheet	Jun 22, 2022
Newark Bay DO 51 Cover Letter.pdf	PDF	Jun 22, 2022
180-135642-2_MEPsv_Pivot.xls	XLS spreadsheet	Jun 22, 2022
180-135751-1_MEPsv_Pivot.xls	XLS spreadsheet	Jun 22, 2022
J135642-2 Std_Tal_L4 Final Report.pdf	PDF	Jun 22, 2022
180-135508-1_MEPsv_Pivot.xls	XLS spreadsheet	Jun 22, 2022
180-135751-2_MEPsv_Pivot.xls	XLS spreadsheet	Jun 22, 2022
180-135642-1_MEPsv_Pivot.xls	XLS spreadsheet	Jun 22, 2022
180-135978-1_MEPsv_Pivot.xls	XLS spreadsheet	Jun 22, 2022
180-135936-1_MEPsv_Pivot.xls	XLS spreadsheet	Jun 22, 2022
J135508-1.pdf	PDF	Jun 22, 2022
W912DS220B0010 0001.pdf	PDF	Jun 15, 2022
03 - TECH SPECS (revised) - W912DS-22-B-0010.pdf	PDF	Jun 15, 2022
03 - TECH SPECS - W912DS-22-B-0010.pdf	PDF	May 19, 2022
W912DS22B0010.pdf	PDF	May 19, 2022
06 - L_XYZ Data - 5137-3ftmed-mllw-ELEV.pdf	PDF	May 19, 2022

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US Army Corps of Engineers

New York District

CORPS OF ENGINEERS U. S. ARMY

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

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W912DS-22-B-0010

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NEWARK BAY, NJ - FEDERAL NAVIGATION PROJECT

MAINTENANCE DREDGING

MAIN & PORT NEWARK CHANNELS

SHEET 1 OF 6

TYPICAL CROSS SECTION (-50' MLLW + 1'OVERDEPTH)

(LAST UPDATE: 14 FEB 2022)

PROJECT AREA NOAA CHART - NOAA BSB CHART 12327

CHANNEL COORDINATES AND WORK AREAS

19 20

PROJECT LOCATION

VICINITY MAP & BENCHMARK LOCATION

NEWARK BAY FEDERAL NAVIGATION PROJECT

GENERAL LOCATION MAP

U. S. ARMY

NEWARK, NJ

BAYONNE, NJ

VERIFIED BY CONTRACTOR

ALL CONTROL SHOULD BE

ELEV: 21.96' NAVD 1988

ELEV: 7.41' NAVD 1988

NBAY 1

P 38 (PID: KV0333)

NOT TO SCALE

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

N E

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ELEV: 7.41' NAVD 1988

NBAY 2

ELEV: 7.02' NAVD 1988

(PID: KV6837)

9 C 1

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SHEET 2 OF 6

CHANNEL TO GRADE

SLOPE TO GRADE

OVERDEPTH

ALLOWABLE CHANNEL

OVERDEPTH

ALLOWABLE SLOPE

-47'

-50' MLLW

-51'

676401.1657593541.420334

676071.8180593779.472033

673483.2280594145.572032

674374.3980594142.731031

675824.4730594081.630030

675224.7910594515.079029

675089.1920594923.856028

674912.2040595462.385027

675394.5260593056.265024

675434.6250593376.403023

676166.8680593217.266022

665405.6000591695.200014

670019.3000593840.100013

671812.3000594437.000012

672069.8630593676.726011

671600.2000593510.100010

671305.4000592848.30009

670646.7000592470.40008

666207.4000590161.90007

Northing Easting

NOT TO SCALE

EXISTING BOTTOM

SLOPE 1:3

ALLOWABLE OVERDEPTH 1 FT

(TOE OF SLOPE)

CHANNEL LINE

REQUIRED DEPTH: -50 FEET MLLW

(-40' MLLW + 1' ALLOWABLE OVERDEPTH)

BASIC WORK - DREDGING AREA 1 - PT. NEWARK CH.

(-40' MLLW + 1' ALLOWABLE OVERDEPTH)

BASIC WORK - DREDGING AREA 2 - PT. NEWARK CH.

(-40' MLLW + 1' ALLOWABLE OVERDEPTH)

BASIC WORK - DREDGING AREA 3 - MAIN CH.

(-50' MLLW + 1' ALLOWABLE OVERDEPTH)

BASIC WORK - DREDGING AREA 4 - MAIN CH.

(-50' MLLW + 1' ALLOWABLE OVERDEPTH)

OPTION - DREDGING AREA 5 - MAIN CH.

5A 6A

2 5 6 7

CORPS OF ENGINEERS

.5 44

.3 43

.5 42

.6 40

.2 40

.2 .2

40-

.5 39

.1 39

.0 39

.6 38

.3 38

676401.1657593541.420334

676071.8180593779.472033

673483.2280594145.572032

674374.3980594142.731031

675824.4730594081.630030

675224.7910594515.079029

675089.1920594923.856028

675394.5260593056.265024

675434.6250593376.403023

676166.8680593217.266022

Northing Easting

.6 37

.4 37

.4 30

.4 .3

BENCHMARK:

ELEVATION: 21.93' NAVD 1988

BENCHMARK:

LOCAL CONTROL DATA

P 38 (PID: KV0333)

ELEVATION: 7.42' NAVD 1988

NSRS BENCHMARK

NBAY 2 (PID: BBDR25)

(-40' MLLW + 1' ALLOWABLE OVERDEPTH)

BASIC WORK - DREDGING AREA 1 - PORT NEWARK CHANNEL

BASIC WORK - DREDGING AREA 2 - PORT NEWARK CHANNEL

AND EM 1110-2-6056.

-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160

FROM THE STATION NBAY 2.

-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS

PURPOSES ONLY.

-THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION

-AERIAL IMAGERY PROVIDED BY NJGIN 2020.

CALCULATION PURPOSES.

-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME

-CONTOURS ON THIS MAP WERE GENERATED USING THE 3'x3' MEDIAN DATA SET.

MEDIAN CELL, SORTED TO A 30' INTERVAL.

-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3'x3'

USING VDATUM (VER. 4.0.1).

-MEAN LOWER LOW WATER IS 3.0 FEET BELOW NAVD88 AS DETERMINED

(MLLW) [EPOCH 1983-2001].

-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER

NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.

-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,

-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.

AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

PROJECT SPECIFIC NOTES:

2, E

4, E

2, E

3, E

4, E

3, E

5, N

DEPARTMENT OF THE ARMY

NEW YORK, NEW YORK 10278

NEW YORK DISTRICT

CORPS OF ENGINEERS

APPROVED:

FIELD CARTOGRAPHER

LEAD CARTOGRAPHER

CIVIL ENGINEERING TECHNICIAN

SCALE: DATES OF SURVEY:

FIELD BOOKS:

ONE INCH = 100 FEET

J. MRAZ

DEPUTY CHIEF OF SURVEY

U. S. ARMYCORPS OF ENGINEERS

5, (GRI

NORTH)

3 FEBRUARY 2022

P. BHADUR

M. FORTE

PN-4

MATCH TO SHEET 4 OF 6

#19 W/LIGHT

DAY MARKER

1 FEBRUARY 2022

FLOOD

GREEN #1 W/LIGHT

1 FEBRUARY 2022

FLOOD

CAN #3

1 FEBRUARY 2022

FLOOD

NUN #10

DNA 10_20211216

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

N E

W Y

O R

Y O

R K

D I S

T R

I C

U .S

.A R

M Y

C O

R P

S O

F E

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SHEET 3 OF 6

OPERATIONS DIVISION

SURVEY SECTION

CENAN-OP-S

27, 28 JANUARY 2022

1 FEBRUARY 2022

P. KEARNS

DATE:

REQ. NO./FILE NO.:5137/D/N3/N4

N-10

N-21

.445

.744

.644

.544

.444

.344

.244

.144

.044

.0 .0

.943

.843

.743

.743 .7

.643

.2 43

.442

.242

.0 42

.9 41

.8 41

.8 .8

.841

.7 41

.6 41

.5 41

.541

.4 41

.441

.3 41

.341

.241

.141

.041

.9 40

.940

.8 40

.840

.640

.5 40

.4 40

.3 40

.2 40

.240

.2 .2

.1 40

.140

.0 40

.0 .0

.0 40

-40

-40 -40

-40

.0 40

.040

-40

673483.2280594145.572032

674374.3980594142.731031

675824.4730594081.630030

675224.7910594515.079029

675089.1920594923.856028

674912.2040595462.385027

Northing Easting

.9 39

.939

.8 39

.7 39

.7 .7

.7 39

.6 39

.5 39

.5 .5 39

.5 39 .5

.5 39

.5 .5

.4 39

.4 39 .4

.3 39

.3 39 .3 39

.2 39

.2 .2

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.1 39

.1 39 .1

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.0 39

.0 39 .0

.9 38

.9 .9

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.8 38

.8 .8

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.8 .8

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.7 38

.6 38

.5 38

.4 38

.4 38 .4

.3 38

.3 38 .3

.3 38

.2 38

.2 .2

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.1 38

.0 38

.0 38 .0

.9 37

.8 37

.8 37 .8

.7 37

.7 37 .7

.7 37

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.9 30

.4 28

.3 26

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.7 25

.0 25

.0 21

.2 20

.0 20

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.2 18

.6 15

.2 15

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.9 13

.2 13

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.3 11

.2 11

.2 11 .2

.7 10

.1 10

6 9.

3 9.

2 9.

1 9.

5 8.

4 8.

2 8.

1 8.

CORPS OF ENGINEERS U. S. ARMY

SCALE: DATES OF SURVEY:

FIELD BOOKS:

ONE INCH = 100 FEET

DEPARTMENT OF THE ARMY

NEW YORK, NEW YORK 10278

NEW YORK DISTRICT

CORPS OF ENGINEERS

OPERATIONS DIVISION

SURVEY SECTION

CENAN-OP-S APPROVED:

APPROVED:

FIELD CARTOGRAPHER

LEAD CARTOGRAPHER

CIVIL ENGINEERING TECHNICIAN

P. BHADUR

J. MRAZ

DEPUTY CHIEF OF SURVEY

5, N

6, E

5, N

6, N

3, E

3, N

4, M A

T C

T O

E E

(SKELETON TOWER)

CHANNEL LIGHT #19

P R

O J

P T

O J

P T

7.42' NAVD 1988

BENCHMARK:

ELEVATION:

LOCAL CONTROL DATA

BENCHMARK:

ELEVATION:

P 38 PID: KV0333

21.93' NAVD 1988

(GRI

NORTH)

3 FEBRUARY 2022

M. FORTE

NSRS BENCHMARK

MATCH TO SHEET 3 OF 6

28 JANUARY 2022

EBB

GREEN #17 W/LIGHT

28 JANUARY 2022

EBB

GREEN #1 W/LIGHT

28 JANUARY 2022

EBB

RED #18 W/LIGHT

28 JANUARY 2022

EBB

CAN #19A

28 JANUARY 2022

EBB

NUN #16

DNA 10_20211216

NBAY 2 PID: BBDR25

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

N E

W Y

O R

Y O

R K

D I S

T R

I C

U .S

.A R

M Y

C O

R P

S O

F E

N G

E R

A P

P R

O V

E D

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C O

M M

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D B

G E

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Y N

P E

R L

A S

C H

I E

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P P

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C H

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G A

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P L

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T E

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C H

SHEET 4 OF 6

BASIC WORK - DREDGING AREA 3 - MAIN CHANNEL

AND EM 1110-2-6056.

-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160

FROM THE STATION NBAY 2.

-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS

PURPOSES ONLY.

-THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION

-AERIAL IMAGERY PROVIDED BY NJGIN 2020.

CALCULATION PURPOSES.

-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME

-CONTOURS ON THIS MAP WERE GENERATED USING THE 3'x3' MEDIAN DATA SET.

MEDIAN CELL, SORTED TO A 30' INTERVAL.

-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3'x3'

USING VDATUM (VER. 4.0.1).

-MEAN LOWER LOW WATER IS 3.0 FEET BELOW NAVD88 AS DETERMINED

(MLLW) [EPOCH 1983-2001].

-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER

NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.

-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,

-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.

AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

PROJECT SPECIFIC NOTES:

REQ. NO./FILE NO.:5137/D/N3/N4

27, 28 JANUARY 2022

1 FEBRUARY 2022

P. KEARNS

.062

.561

.0 60

.6 59

.659

.6 .6

.659

.5 59

.2 59

.0 59

.4 58

.957

.8 57

.257

.4 56

.2 56

.256

.1 56

.855

.7 55

.755

.455

.2 55

.9 54

.154

.053

.9 52

.7 52

.252

.0 52

.052

.9 51

.8 51

.551

.4 51

.2 51

.950

.850

.7 50

.750

.6 50

.6 .6

.650

.550

.5 50

.450

.0 50

-50

-50 -50

-50

-50-50

-50

.050

-50

.949

.7 49

.049

.0 .0

.748

.648

.448

.0 48

.0 .0

.947

.9 47

.847

.647

.447

.4 47

.247

.147

.0 47

.946

.846

.8 46

.846

.646

.6 .6

.546

.446

.3 46

.346

.246

.046

.8 45

.8 .8

.745

.645

.545

.445

.3 45

.3 .3

.3 45

.3 .3

.3 45

.2 45

.245

.2 .2

.1 45

.0 45

.0 45 .0

.045

.9 44

10 11

.8 44

.844

.744

.6 44

.4 44

.3 44

.9 43

.8 43

.7 43

.743

.5 43

.143

.043

.043 .0

.6 42

.2 42

.0 42

.9 41

.841

.8 41

.741

.4 41

.1 41

.0 41

.9 40

.840

.8 40

.640

.340

.240

.0 40

-40

.3 39

.3 .3

.2 39

.239

.0 39

.4 38

.4 38 .4

.3 38

.6 37

.4 37

.8 34

.834 .8

.9 32

.5 32

.931

.4 30

.3 .3

28 JANUARY 2022

EBB

RED #14 W/ LIGHT

.0 27

.626

.526 .5

.625

.4 24

.4 23

.5 22

.3 21

.1 20

.7 19

.5 18

.8 16

.216

.8 15

.7 .6

.1 14

.8 13

.6 13

.4 13

.2 13

.113

.1 13 .013

.0 .0

.512

.4 .4

.1 12

.4 11

.1 11

4 9.

3 8.

7 6.

6 6.

66.

3 6.

16.

55.

45.

3 5.

25.

15.

05.

0 5.

94.

84.

54.

AND EM 1110-2-6056.

-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160

FROM THE STATION NBAY 2.

-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS

PURPOSES ONLY.

-THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION

-AERIAL IMAGERY PROVIDED BY NJGIN 2020.

CALCULATION PURPOSES.

-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME

-CONTOURS ON THIS MAP WERE GENERATED USING THE 3'x3' MEDIAN DATA SET.

MEDIAN CELL, SORTED TO A 30' INTERVAL.

-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3'x3'

USING VDATUM (VER. 4.0.1).

-MEAN LOWER LOW WATER IS 3.0 FEET BELOW NAVD88 AS DETERMINED

(MLLW) [EPOCH 1983-2001].

-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER

NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.

-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,

-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.

AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

PROJECT SPECIFIC NOTES:

5, N

5, E

4, N

3, N

2, N

2, E

3, CHANNEL LIGHT # 15

CORPS OF ENGINEERS U. S. ARMY

M A

E E

O J

P T

O J

P T

M A

LOCAL CONTROL DATA

(GRI

NORTH)

NSRS BENCHMARK

28 JANUARY 2022

EBB

CAN #15A

28 JANUARY 2022

EBB

NUN # 2

NAVD 1988

PID: BBDR25NBAY 2

7.42'ELEVATION:

BENCHMARK:

ELEVATION:

BENCHMARK: P 38

21.93'

PID: KV0333

NAVD 1988

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

N E

W Y

O R

Y O

R K

D I S

T R

I C

U .S

.A R

M Y

C O

R P

S O

F E

N G

E R

A P

P R

O V

E D

R E

C O

M M

E N

D E

D B

G E

R L

Y N

P E

R L

A S

C H

I E

T E

C H

N I C

A L

S U

P P

O R

T S

E C

T I O

R A

N D

A L

L G

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

D E

S C

N D

A T

E D

E S

C R

D A

T E

F E

D E

R A

L N

A V

N P

R O

J E

C T

N E

W A

R K

B A

Y N

M A

E N

A N

C E

D R

E D

P E

T E

R S

O N

D R

A W

N B

Y A

C H

E C

K E

D B

K P

E T

E R

S O

D E

N E

D B

J Y

A N

R E

W E

D B

T B

C O

N T

R A

C T

N O

D S

S O

L I C

I T

A T

I O

N N

B A

S I C

W O

R K

R E

D G

I N

G A

R E

A S

M A

R C

D A

T E

S C

A L

O N

E I

N C

P L

O T

B Y

E T

E R

S O

P L

O T

D A

T E

A R

C H

SHEET 5 OF 6

SCALE: DATES OF SURVEY:

FIELD BOOKS:

ONE INCH = 100 FEET

DEPARTMENT OF THE ARMY

NEW YORK, NEW YORK 10278

NEW YORK DISTRICT

CORPS OF ENGINEERS

OPERATIONS DIVISION

SURVEY SECTION

CENAN-OP-S APPROVED:

APPROVED:

FIELD CARTOGRAPHER

LEAD CARTOGRAPHER

CIVIL ENGINEERING TECHNICIAN

P. BHADUR

J. MRAZ

DEPUTY CHIEF OF SURVEY

M. FORTE

BASIC WORK - DREDGING AREA 3 - MAIN CHANNEL

(-50' MLLW + 1' ALLOWABLE OVERDEPTH)

BASIC WORK - DREDGING AREA 4 - MAIN CHANNEL

670019.3000593840.100013

671812.3000594437.000012

672069.8630593676.726011

671600.2000593510.100010

671305.4000592848.30009

670646.7000592470.40008

Northing Easting

3 FEBRUARY 2022

REQ. NO./FILE NO.:5137/D/N3/N4

27, 28 JANUARY 2022

1 FEBRUARY 2022

DNA 10_20211216

P. KEARNS

2, N

1, N

(GRI

NORTH)

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 19, 2022.