Amendment 0001_Revised Plans_opt.pdf
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- Solicitation number
- W912DS24B0011
About this file
This document is a solicitation for a maintenance dredging project in the Port Jersey Channel, New Jersey, which is part of the New York and New Jersey Harbor Federal Navigation Project. The U.S. Army Corps of Engineers New York District plans to dredge approximately 420,000 cubic yards of material to a depth of -50 feet Mean Lower Low Water (MLLW) plus 1-foot allowable overdepth. The dredged material would be transported and placed at the Historic Area Remediation Site (HARS) east of Sandy Hook, New Jersey. The work is estimated to cost between $5,000,000 and $10,000,000 and must be completed within 50 calendar days of the notice to proceed, with a required production rate of at least 6,000 cubic yards per calendar day. Special requirements include use of a mechanical dredge with a closed clamshell environmental bucket, and additional production requirements when dredging over the Passaic Valley Sewerage Commission utility corridor. The solicitation is expected to be available in June 2024 with bid opening in July 2024, and the government intends to award the contract in August 2024.
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NO. W912DS-24-B-0011
MAINTENANCE DREDGING
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
FEDERAL NAVIGATION PROJECT
PORT JERSEY CHANNEL, NJ
NEW YORK & NEW JERSEY HARBOR
INDEX TO DRAWINGS
DREDGING LIMITS 6
DREDGING LIMITS 5
DREDGING LIMITS 4
DREDGING LIMITS 3
GENERAL PLAN & NOTES 2
COVER SHEET & INDEX 1
TITLESHEET
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
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O F
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A C
K
VH-101
JA-1
JA-1A
JA-2
J-3
J-5
J-4
UH
UH
UH
500' 1000'0
FROM STATION "CAVEN POINT".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
ORIENTATION PURPOSES ONLY.
-AERIAL IMAGERY PROVIDED BY 2022 NOAA DIGITAL COAST AND IS FOR
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.
SORTED TO A 30' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3' MEDIAN CELL, USING VDATUM (VER. 4.6.1).
-MEAN LOWER LOW WATER IS 2.8 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,
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
-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:
S
P C
S
SHEET 3
SHEET 4
SHEET 5
SHEET 6
ELEVATION:
BENCHMARK:
NSRS BENCHMARK
ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
TIDAL 6 STA 4
7.65'
P 38
21.93'(NAVD 1988) (NAVD 1988)
(PID:KV0611) (PID:KV0333)
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
11 12 13 14 15 16 17 18 19 20
A
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A
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M A
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A
VH-102
HARS PLACEMENT SITE
APPROXIMATELY 19 NAUTICAL MILES
VERRAZZANO-NARROWS BRIDGE
HAUL ROUTE
BAYONNE, NEW JERSEY
NOAA ELECTRONIC CHARTS (ENC)
https://www.charts.noaa.gov/InteractiveCatalog/nrnc.shtml Available for download at:
Port Jersey Channel
Port Jersey Channel
Chart: US5NYCDF
NOAA ENCs
AND NOTES LISTED ON ALL APPLICABLE
- ACKNOWLEDGE ALL HAZARDS, CAUTIONS,
- ENCs MUST BE DOWNLOADED AT LINK BELOW
DOWNLOADS
- THIS IS A MAP OF SUGGESTED NOAA ENC
- THIS MAP DOES NOT DEPICT NOAA ENC DATA
CHANNEL COORDINATES
PORT JERSEY SHOAL LEGEND
-50FT-50FT
-32FT
-27FT
NOT TO SCALE
0 FT-315 FT 315 FT
TYPICAL CROSS SECTION
-40FT
-30FT
REQUIRED MATERIALALLOWABLE OVERDEPTH
3 3
BASIC WORK - NORTH ENTRANCE
OPTION 1 - SOUTH ENTRANCE
OPTION 2 - CENTRAL REACH DREDGING
OPTION 2 - PVSC CORRIDOR
OPTION 3 - INNER REACH
UH-1
UH-2
UH-3
UH-4
UH-5
UH-6
UH-7
U H
U H
U H
UH-11
UH-12
UH-13
U H
U H
UH-16
U H
UH-18
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH
UH-19
UH-20
UH-21
UH-22
UH-23
UH-24
UH-25
UH-26
UH-27
UH
UH
UH
UH
UH
UH
UH
SANDY HOOK
ROCKAWAY P
ENNIN
SU
LA
JERSEY
NEW
73°53.57'W
73°52.13'W
73°52.13'W
73°49.32'W
73°49.32'W
73°50.73'W
73°50.72'W
73°51.47'W
73°51.47'W
73°52.15'W
73°52.13'W
73°53.57'W
40°22.13'N
40°22.13'N
40°21.60'N
40°21.58'N
40°25.37'N
40°25.37'N
40°22.68'N
40°22.68'N
40°23.22'N
40°23.22'N
40°25.37'N
40°25.38'N
POINT IDLATITUDE (DDM)LONGITUDE(DDM)
HISTORIC AREA REMEDIATION SITE (HARS)
COORDINATES
U
T
Q
O
N
L
I
H
G
F
D
B
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U
Q
T
H
N O
D
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C H
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D
IA
T
IO
N Z
O N
E P
R
IO
R
IT
Y
N
O
LB D
PORT JERSEY CHANNEL
HARS
607069.400
606851.900
611748.000
614836.900
614998.300
615396.200
670373.000
669979.000
667276.500
664241.900
664969.600
665776.800
POINT ID NORTHING (Y)EASTING (X)
PORT JERSEY CHANNEL
NEW YORK & NEW JERSEY HARBOR
J-4
J-5
J-3
JA-1
JA-2
J-5
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-50
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-50
-50
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UH
UH
100' 200'0
S P
C S
ELEVATION:
BENCHMARK:
NSRS BENCHMARK
ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
TIDAL 6 STA 4
7.65'
P 38
21.93'(NAVD 1988) (NAVD 1988)
(PID:KV0611) (PID:KV0333)
M A
T C
H T
O S
H E
E T
* FOR PROJECT SPECIFIC NOTES, REFER TO VH-102.
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
1 2 3 4 5 6 7 8 9 10
P R
O J E
C T
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G
IN
E E
R
P R
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C T
E N
G
IN
E E
R
C H
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F
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C H
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N
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Y
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A
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P R
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A P
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R E
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IE
W E
D
D E
S I G
N E
D
SHEET ID
C O
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A P
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A L
D A
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J
U L
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D
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G
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S
A
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M
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A
P
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H A
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A R
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F A
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M E
M
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E B
A
VH-103
PORT JERSEY LEGEND
UH-1
EXAMPLE
UH
BASIC WORK - NORTH ENTRANCE
OPTION 1 - SOUTH ENTRANCE
OPTION 2 - CENTRAL REACH DREDGING
OPTION 2 - PVSC CORRIDOR
OPTION 3 - INNER REACH
WITH SOLICITATION ON SAM.GOV
PROVIDED AS ATTACHMENT
DATED 22 JULY 2015
REFERENCE: SURVEY NUMBER 4366
POTENTIAL UNDERWATER HAZARD
UH-
UH-
UH-
27UH
-50
-50
-50
-50
-50
-50
-50
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UH
100' 200'0
M A
T C
H T
O S
H E
E T
S P
C
NSRS BENCHMARK
ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
TIDAL 6 STA 4
7.65'
P 38
21.93'(NAVD 1988) (NAVD 1988)
(PID:KV0611) (PID:KV0333)
M A
T C
H T
O S
H E
E T
* FOR PROJECT SPECIFIC NOTES, REFER TO VH-102.
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
1 2 3 4 5 6 7 8 9 10
P R
O J E
C T
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G
IN
E E
R
P R
O J E
C T
E N
G
IN
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R
C H
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F
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C H
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N
C H
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F
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R A
T
IO
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P P
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A
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A P
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R E
V
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W E
D
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S I G
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D
SHEET ID
C O
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R A
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N O
A P
P R
O V
A L
D A
T E
J
U L
Y
T B
D
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B
W
O N
G
D R
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G I N
G L
I M
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S
A
P R
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M
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D N
A
P
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T J
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S E
Y C
H A
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W Y
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K
N E
W J
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S E
Y H
A R
B O
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M A
IN
T
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A N
C E
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G
IN
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A
VH-104
668024.70610198.00S5 667974.70610284.60S4 668050.21610328.20S3 668069.32610311.68S2 668106.12610245.01S1
NORTHING (Y)EASTING (X)
DEEPENING CONTRACT (S-PJ-4)
COORDINATES FROM HARBOR
(E610266.30, N668043.00)
APPROX CENTER OF SHAFT
PVSC NY BAY SHAFT
PVSC NY BAY SHAFT
NO DREDGE AREA DETAIL DRAWING
S1 S2
S3
S4S5
C1 C2
C4
COORDINATES
PVSC UTILITY CENTERLINE
COORDINATES ARE ACCURATE
TO ENSURE LOCATION AND
COORDINATE WITH UTILITY OWNER(S)
- CONTRACTOR IS REQUIRED TO
OPTION 2-CENTRAL REACH DREDGING
CORRIDOR WILL BE AWARDED WITH
- IF EXERCISED, OPTION 2 - PVSC
CENTERLINE OF THE PVSC UTILITY
FROM +/- 45 FT FROM THE
- NO SPUDDING & NO ANCHORING
UTILITY CORRIDOR
PASSAIC VALLEY SEWERAGE COMMISSION (PVSC)
P1
P2
668206.83610062.52C4 668080.14610292.07C3 669069.25609431.36C2 669195.97609201.79C1
NORTHING (Y)EASTING (X)
COORDINATES
PVSC CORRIDOR INTERSECTION
668143.60610177.20P2 669483.20609011.50P1
NORTHING (Y)EASTING (X)
PORT JERSEY LEGEND
668848.91608692.173 668858.00608677.412 668896.52608586.371
NORTHING (Y)EASTING (X)
S-AN-UC
METAL PILES REMOVED DURING
PILE STUBS REMAINING 2' ABOVE MUDLINE.
REMOVED DURING NY & NJ HARBOR DEEPENING S-AN-UC CONTRACT.
METAL PILES (3)
UH-1
EXAMPLE
UH
PVSC UTILITY CORRIDOR
C3
BASIC WORK - NORTH ENTRANCE
OPTION 1 - SOUTH ENTRANCE
OPTION 2 - CENTRAL REACH DREDGING
OPTION 2 - PVSC CORRIDOR
OPTION 3 - INNER REACH
WITH SOLICITATION ON SAM.GOV
PROVIDED AS ATTACHMENT
DATED 22 JULY 2015
REFERENCE: SURVEY NUMBER 4366
POTENTIAL UNDERWATER HAZARD
UH-
UH-
UH-
UH-
UH-
UH-
UH-
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U H
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0UH-
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J-3
-50
-50
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-50
-50
-50
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100' 200'0
M A
T C
H T
O S
H E
E T
S P
C
NSRS BENCHMARK
ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
TIDAL 6 STA 4
7.65'
P 38
21.93'(NAVD 1988) (NAVD 1988)
(PID:KV0611) (PID:KV0333)
M A
T C
H T
O S
H E
E T
* FOR PROJECT SPECIFIC NOTES, REFER TO VH-102.
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
P A
R T
M E
N T
O F
T H
E A
R M
Y
11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
1 2 3 4 5 6 7 8 9 10
P R
O J E
C T
E N
G
IN
E E
R
P R
O J E
C T
E N
G
IN
E E
R
C H
I E
F
T E
C H
N I C
A L
S U
P P
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T S
E C
T I O
N
C H
IE
F
O
P E
R A
T
IO
N S
S U
P P
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T B
R A
N C
H
D A
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S O
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V E
Y
F
IE
L D
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S
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A L
E
S O
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I T
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I O
N
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T R
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T
D A
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D I V
I S
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N
T E
C H
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A L
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T I O
N
C E
N A
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P S
T
U .S
A
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P S
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G I N
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A P
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A P
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R E
V
IE
W E
D
D E
S I G
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D
C O
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R A
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N O
A P
P R
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A L
D A
T E
J
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T B
D
W
D S
B
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O N
G
D R
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G I N
G L
I M
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S
A
P R
I L
M
A Y
D N
A
P
O R
T J
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S E
Y C
H A
N N
E L
N
J
N E
W Y
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K
N E
W J
E R
S E
Y H
A R
B O
R
M A
IN
T
E N
A N
C E
D R
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G
IN
G
J
U L
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O N
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N C
H
F
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T
R
F E
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R
F A
L L
A R
M E
M
O S
E B
A
VH-105
PORT JERSEY SHOAL LEGEND
15 JANUARY THRU 31 MAY
NO DREDGING FROM
DREDGE WINDOW RESTRICTION AREA
667097.4462611930.2577D2 667550.0587612183.6395D1
NORTHING (Y)EASTING (X)
D1
D2
15 JANUARY THRU 31 MAY
NO DREDGING FROM
DREDGE WINDOW RESTRICTION AREA
BASIC WORK - NORTH ENTRANCE
OPTION 1 - SOUTH ENTRANCE
OPTION 2 - CENTRAL REACH DREDGING
OPTION 2 - PVSC CORRIDOR
OPTION 3 - INNER REACH
D R
E D
G E W
IN
D
O W B
O U
N D
A R
Y
JA-1
JA-2
-50
-50
-50
-50
-50
-50
-50
-50
RED #2 W/ LIGHT
FLOOD
01 MAY 2024
GREEN #1 W/ LIGHT
EBB
01 MAY 2024
.8
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M A
T C
H T
O S
H E
E T
S P
C S
100' 200'0
ELEVATION:
BENCHMARK:
NSRS BENCHMARK
ELEVATION:
BENCHMARK:
LOCAL CONTROL DATA
TIDAL 6 STA 4
7.65'
P 38
21.93'(NAVD 1988) (NAVD 1988)
(PID:KV0611) (PID:KV0333)* FOR PROJECT SPECIFIC NOTES, REFER TO VH-102.
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D E
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A
VH-106
PORT JERSEY SHOAL LEGEND
15 JANUARY THRU 31 MAY
NO DREDGING FROM
DREDGE WINDOW RESTRICTION AREA
BASIC WORK - NORTH ENTRANCE
OPTION 1 - SOUTH ENTRANCE
OPTION 2 - CENTRAL REACH DREDGING
OPTION 2 - PVSC CORRIDOR
OPTION 3 - INNER REACH
| 5439-Port Jersey_cOVER |
| 5439-Port Jersey_SH 1 |
| 5439-Port Jersey_SH 2 |
| 5439-Port Jersey_SH 3 |
| 5439-Port Jersey_SH 4 |
| 5439-Port Jersey_SH 5 |
File details come from the government source that posted it. Updated .