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Environmental Assessment of the Proposed Replacement of the Newark Bay Turnpike Extension Bridge
BID #: D01-209-2024
ISSUED: 5/9/2024
DUE: 6/11/2024
VALUE: TBD
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Executive Summary
This document pertains to the proposed replacement of the Newark Bay-Hudson County Extension between interchanges 14 and 14A, including the Vincent R. Casciano Memorial Newark Bay Bridge. The New Jersey Turnpike Authority (NJTA) has submitted a U.S. Coast Guard bridge permit application and a draft National Environmental Policy Act Environmental Assessment for the project. The proposal aims to replace the existing bridge with two new bridges, improving navigational clearances, sea-level resiliency, structural integrity, and safety for both commuter and marine traffic. Key aspects of the project include maintaining the existing navigational clearances and coordinating with various agencies to address potential environmental and historical impacts.
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Document Text
--- Document: Environmental Assessment of the Proposed Replacement of the Newark Bay Turnpike Extension Bridge Document ---
All Interested Parties:
A U.S. Coast Guard bridge permit application and a draft National
Environmental Policy Act Environmental Assessment from the New Jersey
Turnpike Authority (NJTA) has been received by the Commander, First Coast
Guard District for approval of the location and plans for the replacement of the
Newark Bay-Hudson County Extension between interchanges 14 and 14A,
including the Vincent R. Casciano Memorial. The proposed replacement of the
Newark Bay Bridge across Newark Bay, Mile 3.8, is between Newark, Essex
County and Bayonne, Hudson County, New Jersey.
Further, the Department of the Army (USACE) has received an application from
the NJTA for section 408 permission for certain work at or near the Newark Bay
Federal Channel. The bridge’s clearances will remain unchanged. The vertical
clearance remains 135 feet at Mean High Water (MHW) (Datum NAV88) and the
navigational channel’s horizontal clearance will remain 500 feet and 611.65 feet
between fenders.
PUBLIC NOTICE-D01-209-2024-Newark Bay-Newark Bay Bridge dated, May
9, 2024, has been published on the USCG Navigation Center website at
http://www.navcen.uscg.gov/?pageName=pnBridges&Active=1®ion=1.
The public notice contains a detailed description of the proposed bridge project and
includes location maps and bridge drawings with navigational clearances and
USACE drawings. The public notice may additionally be obtained by email
request to: SM-D1Boston-Bridges-PublicNotices@uscg.mil.
Interested parties are requested to express their views, in writing, on the proposed
bridge project including its possible impacts to the environment and
navigation. Comments will be received for the record at the email address noted
above or to Donna.D.Leoce@uscg.mil through June 11, 2024.
Translated copies of this public notice into Spanish, Portuguese, Polish, Hindi,
Tagalog, and Arabic have additionally been posted on the USCG Navigational
Center’s website.
http://www.navcen.uscg.gov/?pageName=pnBridges&Active=1®ion=1
09 MAY 2024
PUBLIC NOTICE D01-209-2024
PROPOSED REPLACEMENT OF THE NEWARK BAY-HUDSON COUNTY
EXTENSION BETWEEN INTERCHANGES 14 AND 14A (EXTENSION) INCLUDING
THE VINCENT R. CASCIANO MEMORIAL, NEWARK BAY BRIDGE (NBB) ACROSS
NEWARK BAY, MILE 3.8, BETWEEN NEWARK, ESSEX COUNTY AND BAYONNE,
HUDSON COUNTY, NEW JERSEY
All interested parties are notified that a U.S. Coast Guard (USCG) bridge permit application, and a draft
National Environmental Policy Act (NEPA) Environmental Assessment from the New Jersey Turnpike
Authority (NJTA) have been received by the Commander, First Coast Guard District, for approval of the
enclosed plans to replace a bridge over a navigable waterway of the United States.
Further, the Department of the Army (USACE) has received an application from the NJTA for a Section
408 permission for certain work at or near the Newark Bay Channel Federal Navigation Project, as
described in this public notice and shown on attached plans. The purpose of this public notice is to elicit
comments from the public, government, and marine community regarding the proposed action.
WATERWAY AND LOCATION: The proposed replacement of the bridge would be constructed over
the Newark Bay, mile 3.8, between Newark, Essex County and Bayonne, Hudson County, New Jersey.
More specifically, the western terminus of the proposed action is Interchange 14 in Newark where the
Extension intersects with the NJ Turnpike (I-95) mainline roadway, Interstate Route 78 and U.S. Routes 1
and 9. The eastern terminus of the proposed action is Interchange 14A in Jersey City and Bayonne where
the Extension intersects with NJ Routes 440 and 185 and local streets.
CHARACTER OF THE WORK: The NJTA proposes to replace all roadway bridges and viaducts,
including the NBB, while widening the roadway between Interchanges 14 and 14A from the existing two-
way traffic lanes in each direction to carry four travel lanes in each direction. Specifically, the existing
NBB will be replaced with two compliant bridges with one bridge carrying four travel lanes in the
eastbound direction and the other bridge carrying four travel lanes in the westbound direction. One of the
replacement bridges will be constructed off-line immediately to the north and carry westbound roadway
traffic. The other replacement bridge will be replaced on approximately the same alignment as the
existing NBB and will carry eastbound roadway traffic.
The proposed project will improve the navigational clearances of the Newark Bay Bridge, improve sea
level resiliency, improve the long-term integrity of the Extension’s structures, and improve the safety of
commuter and marine traffic. The horizontal navigational clearance of 550feet and vertical clearance of
135feet Mean High Water (MHW) remain unchanged.
The NJTA has agreed to remove the existing piers 2-feet below the mudline, except that existing piers W1
& E1 will remain for integration with the fender design. The northwest corner of pier E1 will be dredged
to the limit of the USACE maintained Newark Bay North Reach navigational channel to a depth of 2-feet
below the authorized channel depth of 35-feet MLLW. The approximate volume of concrete to be
removed is 20-cubic yards and 1.75-linear feet of 7 steel piers. All proposed foundations would be drilled
shafts. A temporary bridge will not be required for this project.
Commander
First Coast Guard District
Battery Park Bldg.
1 South Street
New York, NY 10004-1466
Staff Symbol: (dpb)
Email: SMB-D1Boston-Bridges-
PublicNotices@uscg.mil
2
MINIMUM NAVIGATIONAL CLEARANCES:
The proposed replacement bridge will have clearances as described in the table below. These clearances
are no change from current clearances over this section of the waterway at or near this mile. Vertical
clearance is from low member elevation to mean high water (MHW).
EXISTING CLEARANCES UNCHANGED FOR PROPOSED PROJECT
Horizontal Clearances:
Vertical Clearance:
Navigational Channel: 500-feet
Between Fenders: 611.65-feet
135-feet MHW
132.6-feet MLW
NAVD1988
ENVIRONMENTAL CONSIDERATIONS: The USCG is the lead federal agency for satisfying the
requirements of the National Environmental Policy Act (NEPA) as amended. The USCG has tentatively
determined that the proposed action will not have a significant impact for purposes of NEPA under the
criteria given in the Coast Guard’s NEPA implementation instruction. As a result, the USCG plans to
issue a “Finding of No Significant Impact” (FONSI) for the proposed project, unless significant impacts
are revealed by this public notification and public information events.
A Draft Environmental Assessment (EA) was issued in February 2024. Environmental documents are
posted on-line at https://www.njta.com/capitalprojects/newark_bay_hudson_county
Copies of the Draft EA for comment are additionally available for viewing at the following locations:
Newark Public Library/ 5 Washington Street Newark, New Jersey, 07102
Bayonne Public Library/ Story Court Temporary Branch at 16 W 4th Street, Bayonne, 07002
Jersey City Public Library/ Earl A. Morgan Branch , 1841 John F. Kennedy Boulard, Jersey City 07305
Please visit the program website Newark Bay Hudson County Extension Improvements Program
(njta.com) for more information and upcoming public informational events.
The proposed replacement bridge is located in a floodplain. The 100-year flood elevation varies between
14-feet and 15-feet within the limits of the NBB. A Water Quality Certificate (WQC) The WQC and
Coastal Zone Consistency Determination were issued on April 3, 2024. NJDEP also determined that the
proposed bridge replacement meets the requirements of the State’s Flood Hazard Area Control Act Rules.
The USACE’s authority for this project falls under Section 404 of the Clean Water Act, authorized with a
Nationwide Permit 15. A Section 408 permit application is pending USACE review.
The NJTA performed a Phase I Archaeological Survey and Intensive Historic Architectural Survey for the
proposed bridge project during the environmental review process. The NJTA determined that the
proposed project will have adverse impacts to historic architecture and property listed or eligible for
listing in the National Register of Historic Places (NRHP) or otherwise of archaeological, historical, or
architectural significance. Per Section 106 of the National Historic Preservation Act of 1966, the NJTA,
as the Coast Guard’s designated Federal representative, coordinated with the New Jersey Historic
Preservation Office (NJHPO). Mitigation measures identified in consultation with the NJHPO and other
consulting parties through the development of a Programmatic Agreement will resolve adverse effects
and conclude the Section 106 process. Specific information regarding the Area of Potential Effects (APE)
3
and properties and locations listed in the NRHP in Newark Bay, Morris Canal, City of Bayonne, City of
Newark and City of Jersey City are described in the EA.
Informal consultations initiated with the National Oceanic and Atmospheric Administration, Fish and
Wildlife Administration and the National Marine Fisheries Service are pending. Detailed information
regarding environmental compliance with NEPA is described in the EA regarding applicable Federal
laws, including and not limited to: Endangered Species Act, Marine Mammal Protection Act, Migratory
Bird Treaty Act, Bald and Golden Eagle Act.
SOLICITATION OF COMMENTS: Mariners are requested to comment on the placement of a bridge
protective system and other navigational safety issues, including the need for clearance systems and
extent of nighttime navigation to determine the need for bridge lighting. Boat owners are requested to
provide information about their vessels including type of vessel, length overall, draft, beam, and height
from the waterline to the highest fixed point and to appurtenances (e.g., tuna towers, flying bridges, fixed
antennas and radar units) and other navigational safety issues.
Interested parties are requested to express their views, in writing, on the proposed bridge project including
its possible environmental impacts to include those impacts on minority and/or low-income populations, if
any, giving sufficient detail to establish a clear understanding of the reasons for support of, or opposition
to, the proposed work. Comments regarding this Public Notice will be received for the record at the address
above or by e-mail to SMB-D1Boston-Bridges-PublicNotices@uscg.mil through June 11. All
comments of an environmental nature such as those regarding wildlife refuges, waterfowl refuges, public
parks, historic sites, wetlands, floodplain issues, air, water quality, etc. will be appropriately
considered. Comments regarding matters under the jurisdiction of the USACE will be forwarded to the
USACE. It is requested that this information be brought to the attention of any person having an interest
who may not have received a copy of this public notice.
Plans of the proposed project, a location map and USACE figures are included in this public notice.
Translated copies of this public notice into Spanish, Portuguese, Polish, Hindi, Tagalog, and Arabic have
additionally been posted on the USCG Navigational Center’s website.
http://www.navcen.uscg.gov/?pageName=pnBridges&Active=1®ion=1.
Donna. A. Fisher
Bridge Program Manager
U.S. Coast Guard
By direction
Interchange 14
Interchange 14A
0
1
2
0.5
Miles
SOURCES:
ESRI, USGS MAP SERVICE. WSP 2022.
NEW JERSEY TURNPIKE AUTHORITY
NEWARK BAY-HUDSON COUNTY EXTENSION PROGRAM
PROJECT 1 - INTERCHANGES 14 TO 14A
NEWARK BAY BRIDGE REPLACEMENT AND ASSOCIATED IMPROVEMENTS
NEWARK BAY MP 3.8
BETWEEN NEWARK, ESSEX COUNTY AND BAYONNE, HUDSON COUNTY
NEW JERSEY
VICINITY MAP
CONSULTANTS:
GANNETT FLEMING, INC.
WSP USA, INC.
DATE: APRIL 26, 2024
Interchange 14
Interchange 14A
440
Doremus Ave
Upper Bay Bridge
JFK Blvd
440
Newark Bay
North Reach
Channel
Newark Bay
Bridge
FLOOD
EBB
Bayonne
Newark
Jersey City
0
1,000
2,000
500
Feet
Project Location
Connecticut
New Jersey
New York
Pennsylvania
0
20
40
10
Miles
VICINITY MAP
PROJECT SITE MAP
Approximate Limits of Newark Bay Bridge
SHEET: 1 OF 8
0
200'
200'
100'
400'
SCALE: 1" = 200'
CADD FILE: IP_PWP:d1463018\T3820_N2.01_GP01A_CG.sht
PLOT DATE: 25-APR-2024
13:20
DATE:
OF
SHEET:
W SP USA, INC.
GANNETT FLEMING, INC.
CONSULTANTS:
COAST GUARD BRIDGE PERMIT.
CONCEPTUAL PLANS UTILIZED TO OBTAIN
NOTE:
8
APRIL 26, 2024
NEW JERSEY
BETW EEN NEW ARK, ESSEX COUNTY AND BAYONNE, HUDSON COUNTY
NEW ARK BAY MP 3.8
NEW ARK BAY BRIDGE REPLACEMENT AND ASSOCIATED IMPROVEMENTS
PROJECT 1 - INTERCHANGES 14 TO 14A
NEW ARK BAY - HUDSON COUNTY EXTENSION PROGRAM
50' Wide Access Easement
50' Wide Access Easement
N. J. Plane Coordinate System
NAD83
 PROP. PIER
 PROP. PIER
PLAN
ELEVATION
MATCHLINE A
WB
EB
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
DOREMUS AVE
WARE
HOUSE
PL
{ DOREMUS AVE
{ WARE HOUSE PL
VERT CLR
16.00 MIN
VERT CLR
16.00 MIN
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
{ EXIST. NB-HCE
S68°23'36.7"E
75
RAIL CORP.
CONSOLIDATED
CORP.
HERTZ REALTY
C/O ALTUS GROUP
HERTZ REALTY CORP.
FROST REALTY CO.
LIMIT
LIT INDUSTRIAL
CO.
PIPELINE
COLONIAL
78.00
78.00
1.
2.
NOTES:
SPAN
244.00
SPAN
269.00
SPAN
242.00
SPAN
269.00
SPAN
242.00
SPAN
220.00
SPAN
158.00
SPAN
119.00
SPAN
164.00
SPAN
244.00
SPAN
269.00
SPAN
242.00
SPAN
269.00
SPAN
242.00
SPAN
220.00
SPAN
158.00
SPAN
119.00
SPAN
164.00
LEGEND:
AREA OF REMOVAL
EXIST. NB-HCE BRIDGE
PROP. LIMITS = 9281.00 - (EXIST. LIMITS = 9560.25)
EXIST. & PROP. G/L
LANE
12.00
LANE
12.00
(NOT IN PERMIT)
NEWARK VIADUCT
2 LANES
24.00
2 LANES
24.00
NEWARK
CITY OF
SEE NOTES ON GENERAL PLAN AND ELEVATION - 3.
LINEAR FEET IN DECIMAL FORMAT.
ALL DIMENSIONS AND DISTANCES ARE IN US
ELEVATIONS BASED ON NAVD 88.
ON 2021 BATHYMETRIC SURVEY DATA.
CENTER LINE OF THE EXISTING BRIDGE BASED
EXISTING BOTTOM OF CHANNEL TAKEN AT THE
3.
2084
2083
2082
2081
2080
2079
2078
2077
2076
2075
2074
2073
2072
2071
2070
2069
2068
2067
2066
2065
5084
5083
5082
5081
5080
5079
5078
5077
5076
5075
5074
5073
5072
5071
5070
5069
5068
5067
5066
5065
(TYP)
PROP. BARRIER LINE
Á & PGL
PROP. NB-HCE WB
Á & PGL
PROP. NB-HCE EB
{ W27
{ W26
{ W25
{ W24
{ W22
{ W23
{ W42
{ W40
{ W34
{ W32
{ W41
{ W43
{ W45
{ W30
{ W47
{ W46
{ W46
{ W38
{ W39
{ W37
{ W36
{ W35
{ W33
{ W31
{ W29
{ W28
{ W21
2
GENERAL PLAN AND ELEVATION - 1
U.S. Government Bulkhead Line (T.M.)
U.S. Government Bulkhead Line (T.M.)
80.88' (T.M.)
305' (T.M.)
L=94.25' (T.M.)
R=90' (T.M.)
L=86.36' (T.M.)
R=70' (T.M.)
30' Wide Drainage Easement (T.M.)
30' Wide Drainage Easement (T.M.)
30' Wide Drainage Easement (T.M.)
30' Wide Drainage Easement (T.M.)
60' Wide Access, Drainage & Utility Easement (T.M.)
60' Wide Access, Drainage & Utility Easement (T.M.)
1028.64' (T.M.)
L=206.85' (T.M.)
R=70' (T.M.)
30' Wide Drainage Easement (T.M.)
30' Wide Drainage Easement (T.M.)
711.51' (T.M.)
0
200'
200'
100'
400'
SCALE: 1" = 200'
CADD FILE: IP_PWP:d1463018\T3820_N2.01_GP01B_CG.sht
PLOT DATE: 25-APR-2024
13:20
DATE:
OF
SHEET:
W SP USA, INC.
GANNETT FLEMING, INC.
CONSULTANTS:
COAST GUARD BRIDGE PERMIT.
CONCEPTUAL PLANS UTILIZED TO OBTAIN
NOTE:
8
APRIL 26, 2024
NEW JERSEY
BETW EEN NEW ARK, ESSEX COUNTY AND BAYONNE, HUDSON COUNTY
NEW ARK BAY MP 3.8
NEW ARK BAY BRIDGE REPLACEMENT AND ASSOCIATED IMPROVEMENTS
PROJECT 1 - INTERCHANGES 14 TO 14A
NEW ARK BAY - HUDSON COUNTY EXTENSION PROGRAM
MATCHLINE A
MATCHLINE B
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
PLAN
ELEVATION
WB
EB
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
N. J. Plane Coordinate System
NAD83
{ EXIST. NB-HCE
S68°23'36.7"E
LIMIT
INDUSTRIAL
LIT
FIRMENICH URBAN LAND HOLDING CORP.
RENEWAL CORP.
CHEM-FLEUR URBAN
CITY OF NEWARK
 PROP. PIER
244.00 SPAN
 PROP. PIER
SPAN
250.00
SPAN
260.00
SPAN
242.00
SPAN
250.00
SPAN
265.00
SPAN
265.00
SPAN
235.00
SPAN
264.00
78.00
78.00
244.00 SPAN
 PROP. PIER
SPAN
250.00
SPAN
260.00
SPAN
242.00
SPAN
250.00
SPAN
265.00
SPAN
265.00
SPAN
235.00
SPAN
264.00
1.
2.
NOTES:
LEGEND:
AREA OF REMOVAL
EXIST. NB-HCE BRIDGE
PROP. LIMITS = 9281.00 - (EXIST. LIMITS = 9560.25)
MHW
PROP. G/L
EXIST. &
CITY OF NEWARK
SEE NOTES ON GENERAL PLAN AND ELEVATION - 3.
LINEAR FEET IN DECIMAL FORMAT.
ALL DIMENSIONS AND DISTANCES ARE IN US
ELEVATIONS BASED ON NAVD 88.
ON 2021 BATHYMETRIC SURVEY DATA.
CENTER LINE OF THE EXISTING BRIDGE BASED
EXISTING BOTTOM OF CHANNEL TAKEN AT THE
3.
WAY
FIRMENICH
MHW EL +2.38
MHW EL +2.38
2104
2103
2102
2101
2100
2099
2098
2097
2096
2095
2094
2093
2092
2091
2090
2089
2088
2087
2086
2085
5104
5103
5102
5101
5100
5099
5098
5097
5096
5095
5094
5093
5092
5091
5090
5089
5088
5087
5086
5085
Á & PGL
PROP. NB-HCE EB
Á & PGL
PROP. NB-HCE WB
(TYP)
PROP. BARRIER LINE
{ W20
{ W19
{ W15
{ W16
{ W18
{ W17
{ W13
{ W14
{ W12
{ W11
{ W10
{ W5
{ W6
{ W7
{ W8
{ W9
3
GENERAL PLAN AND ELEVATION - 2
0
200'
200'
100'
400'
SCALE: 1" = 200'
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
BRIDGE PERMIT.
TO OBTAIN COAST GUARD
CONCEPTUAL PLANS UTILIZED
NOTE:
CHANNEL FRAMEWORK. USCG NAVIGATIONAL OPENING BASED ON AS BUILT PLANS.
USACE MAINTAINTED CHANNEL LIMITS BASED ON USACE PROVIDED CADD NATIONAL
DOLPHINS NOT SHOWN IN ELEVATION FOR CLARITY.
ALL PROPOSED FOUNDATIONS ARE DRILLED SHAFTS.
BACKFILL WITH NATIVE MATERIAL.
CONCRETE TO BE REMOVED 20 CY AND 1.75 LINEAR FEET OF 7 STEEL PILES. FILL TO BE
OF USACE CHANNEL AND 2 FEET BELOW 35 FOOT CHANNEL. APPROXIMATE VOLUME OF
NORTHWEST CORNER OF PIER E1. NORTHWEST CORNER OF PIER E1 TO BE REMOVED TO LIMIT
NO DREDGING, FILL, EXCAVATION OR RIP RAP IN NAVIGATIONAL CHANNEL OTHER THAN THE
OPENING.
TEMPORARY BRIDGE REQUIRED. TEMPORARY TRESTLE TO REMAIN OUTSIDE OF NAVIGABLE
NO TEMPORARY STRUCTURES/FALSEWORK REQUIRED IN THE NAVIGATIONAL OPENING. NO
MUDLINE WHERE EXISTING PIERS ARE REMOVED. ALL PROPOSED PIERS ARE DRILLED SHAFTS.
APPROXIMATE FILL OUTSIDE OF NAVIGATIONAL CHANNEL 1513 CY. FILL SHOWN TO EXISTING
ALL EXISTING PIERS TO BE REMOVED TWO FEET BELOW MUDLINE UNLESS OTHERWISE NOTED.
EXISTING PIERS W1 AND E1 TO REMAIN FOR INTEGRATION WITH FENDER DESIGN, EXCEPT AS NOTED.
BASED ON 2021 BATHYMETRIC SURVEY DATA. ELEVATIONS BASED ON NAVD 88.
EXISTING BOTTOM OF CHANNEL TAKEN AT THE CENTER LINE OF THE EXISTING BRIDGE
CADD FILE: IP_PWP:d1463018\T3820_N2.01_GP02_CG.sht
PLOT DATE: 25-APR-2024
13:20
DATE:
OF
SHEET:
W SP USA, INC.
GANNETT FLEMING, INC.
CONSULTANTS:
8
APRIL 26, 2024
NEW JERSEY
BETW EEN NEW ARK, ESSEX COUNTY AND BAYONNE, HUDSON COUNTY
NEW ARK BAY MP 3.8
NEW ARK BAY BRIDGE REPLACEMENT AND ASSOCIATED IMPROVEMENTS
PROJECT 1 - INTERCHANGES 14 TO 14A
NEW ARK BAY - HUDSON COUNTY EXTENSION PROGRAM
N. J. Plane Coordinate System
NAD83
 PROP. PIER
 PROP. MAIN SPAN PIER
 PROP. MAIN SPAN PIER
PROP. PIER
 PROP. PIER
 PROP. MAIN SPAN PIER
 PROP. MAIN SPAN PIER
OPPOSITE PORT NEWARK
DRAW AND U.S. GOVT CHANNEL
AXIS OF EXIST. L.V.R.R.
BAY
NEWARK
STA 122+97.25
STA 123+52.05`
83°18'11.05"
83°57'37.57"
WB
EB
PLAN
ELEVATION
USACE MAINTAINED CHANNEL
LEGEND:
MATCHLINE B
MATCHLINE C
FLOOD
EBB
NEWARK BAY
NEWARK BAY
S68°23'36.7"E
{ EXIST. NB-HCE
APPROACH SPAN
290.00
BACK SPAN
350.00
MAIN SPAN
802.00
BACK SPAN
350.00
APPROACH SPAN
250.00
78.00
78.00
 PROP. PIER
 PROP. PIER
APPROACH SPAN
290.00
BACK SPAN
350.00
MAIN SPAN
802.00
BACK SPAN
350.00
APPROACH SPAN
250.00
PROP. LIMITS = 9281.00 - (EXIST. LIMITS = 9560.25)
AREA OF REMOVAL
EXIST. NB-HCE BRIDGE
(TYP)
FILL
(TYP)
DEMOLISH & FILL
25.3
27.5
24.9
20.8
21.5
22.2
23.0
18.0
30.3
41.6
45.4
37.3
42.3
23.7
42.0
44.1
29.5
44.3
33.0
44.4
41.1
39.4
43.5
35.8
38.5
40.8
39.3
46.9
42.8
39.4
40.8
42.7
44.3
44.9
44.9
44.6
42.3
44.3
46.2
45.7
40.6
39.3
42.4
43.0
45.0
41.6
27.0
38.7
44.4
46.4
29.8
37.3
45.1
41.4
BULKHEAD LINE (T.M.)
&
U.S. GOVERNMENT PIERHEAD
PROP. G/L
EXIST. &
STRUT (TYP)
VESSEL COLLISION
550.00 (APPROX) NAVIGATION OPENING
(TYP)
SHAFT FOUNDATION
SYSTEM - DRILLED
PROP. BRIDGE FENDER
EL -41.1
EL -45.5
EL -45.0
EL -45.0
EL -43.1
EL -41.2
EL -38.0
EL -30.0
EL -13.0
(MEASURED NORMAL TO NAV OPENING)
611.65 HORIZ NAV CLR BTWN FENDERS
500.00 USACE MAINTAINED CHANNEL
(MEASURED NORMAL TO NAV OPENING)
611.65 HORIZ NAV CLR BTWN FENDERS (N AND S BRIDGES)
EL -36.0
(SEE NOTE)
CHANNEL
BOTTOM OF
EXIST. & PROP.
BAY NORTH REACH
USACE CHANNEL NEWARK
 OF CURRENT 500.00
CHANNEL & APPROX
 OF ORIGINAL 400.00
MUDLINE & FILL
REMOVE MIN 2.00 BELOW
CITY OF NEWARK
CITY OF NEWARK
NAVIGATION OPENING EL 143.48
LOW STEEL MEMBER WITHIN
MAINTAINED CHANNEL.
AREA OF EXISTING
(MEASURED FROM TYP SECTION)
LOW POINT FOR CLEARANCE
38.3
43.6
45.1
44.8
38.4
MLW EL -2.84
EL +2.38
MHW
PORT NEWARK
CHANNEL OPPOSITE
DRAW AND U.S. GOVT
AXIS OF EXIST. L.V.R.R.
REACH
NEWARK BAY NORTH
USACE CHANNEL
 OF CURRENT 500.00
CHANNEL & APPROX
 OF ORIGINAL 400.00
(TYP)
PROP. BARRIER LINE
PROP. DECK FASCIA
PROP. DECK FASCIA
Á & PGL
PROP. NB-HCE WB
Á & PGL
PROP. NB-HCE EB
2107
2108
2109
2110
2111
2112
2113
2114
2115
2116
2117
2118
2119
2120
2121
2122
2123
2124
2125
5107
5108
5109
5110
5111
5112
5113
5114
5115
5116
5117
5118
5119
5120
5121
5122
5123
5124
5125
5106
2106
5105
2105
PIER W2
{ EXIST.
PIER W3
{ EXIST.
PIER W1
{ EXIST.
PIER E1
{ EXIST.
PIER E2
{ EXIST.
PIER E4
{ EXIST.
PIER E3
{ EXIST.
NAV CLR
135.00 VERT
STA 129+29.50
{ EXIST. PIER E2
STA 131+00.75
{ EXIST. PIER E3
STA 132+71.25
{ EXIST. PIER E4
STA 126+29.50
{ EXIST. PIER E1
STA 119+59.00
{ EXIST. PIER W1
STA 116+59.00
{ EXIST. PIER W2
STA 114+87.75
{ EXIST. PIER W3
STA 113+17.25
{ EXIST. PIER W4
 PROP. BRIDGE
ENVELOPE
PROP. CLR
EL 15.00
100 YEAR FLOOD
PIER W4
{ EXIST.
MLW EL -2.84
FREEBOARD
ADDITIONAL
6.1
FREEBOARD
ADDITIONAL
6.1
(TYP)
FOUNDATION
SHAFT
SYSTEM - DRILLED
PROP. BRIDGE FENDER
MHW EL +2.38
CHANNEL
USACE MAINTAINED
BEYOND
DEMOLISH & FILL MIN 2 FT
(SEE NOTE 1)
SOUNDINGS (TYP)
4
GENERAL PLAN AND ELEVATION - 3
0
200'
200'
100'
400'
SCALE: 1" = 200'
CADD FILE: IP_PWP:d1463018\T3820_N2.01_GP03A_CG.sht
PLOT DATE: 25-APR-2024
13:20
DATE:
OF
SHEET:
W SP USA, INC.
GANNETT FLEMING, INC.
CONSULTANTS:
COAST GUARD BRIDGE PERMIT.
CONCEPTUAL PLANS UTILIZED TO OBTAIN
NOTE:
8
APRIL 26, 2024
NEW JERSEY
BETW EEN NEW ARK, ESSEX COUNTY AND BAYONNE, HUDSON COUNTY
NEW ARK BAY MP 3.8
NEW ARK BAY BRIDGE REPLACEMENT AND ASSOCIATED IMPROVEMENTS
PROJECT 1 - INTERCHANGES 14 TO 14A
NEW ARK BAY - HUDSON COUNTY EXTENSION PROGRAM
 PROP. PIER
ELEVATION
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
MATCHLINE C
MATCHLINE D
WB
EB
 PROP. PIER
PLAN
N. J. Plane Coordinate System
NAD83
FLOOD
EBB
NEWARK BAY
NEWARK BAY
{ EXIST. NB-HCE
S68°23'36.7"E
290.00 APPROACH SPAN
78.00
78.00
SPAN
242.00
SPAN
265.00
SPAN
250.00
SPAN
260.00
SPAN
250.00
SPAN
260.00
SPAN
250.00
SPAN
262.00
 PROP. PIER
1.
2.
NOTES:
LEGEND:
AREA OF REMOVAL
EXIST. NB-HCE BRIDGE
290.00 APPROACH SPAN
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
SPAN
242.00
SPAN
265.00
SPAN
250.00
SPAN
260.00
SPAN
250.00
SPAN
260.00
SPAN
250.00
SPAN
262.00
(TYP)
FILL
(TYP)
DEMOLISH & FILL
PROP. LIMITS = 9281.00 - (EXIST. LIMITS = 9560.25)
SEE NOTES ON GENERAL PLAN AND ELEVATION - 3.
FEET IN DECIMAL FORMAT.
ALL DIMENSIONS AND DISTANCES ARE IN US LINEAR
NAVD 88.
BATHYMETRIC SURVEY DATA. ELEVATIONS BASED ON
LINE OF THE EXISTING BRIDGE BASED ON 2021
EXISTING BOTTOM OF CHANNEL TAKEN AT THE CENTER
3.
EXIST. & PROP. G/L
STRUT (TYP)
VESSEL COLLISION
MUDLINE & FILL
REMOVE MIN 2.00 BELOW
(TYP)
PROP. BARRIER LINE
Á & PGL
PROP. NB-HCE WB
Á & PGL
PROP. NB-HCE EB
2126
5126
2127
2128
2129
2130
2131
2132
2133
2134
2135
2136
2137
2138
2139
2140
2141
2142
2143
2144
5127
5128
5129
5130
5131
5132
5133
5134
5135
5136
5137
5138
5139
5140
5141
5142
5143
5144
EL 15.00
100 YEAR FLOOD
{ E5
{ E6
{ E7
{ E8
{ E9
{ E10
{ E11
{ E12
{ E13
{ E14
{ E15
MLW EL -2.84
MHW EL +2.38
5
GENERAL PLAN AND ELEVATION - 4
LOT 3
BLOCK 8
BLOCK 8
LOT 2
BLOCK 8
LOT 4
BLOCK 8
LOT 5
BLOCK 8
LOT 6
LOT 2
BLOCK 11
BLOCK 11
LOT 1
BLOCK 13
0
200'
200'
100'
400'
SCALE: 1" = 200'
CADD FILE: IP_PWP:d1463018\T3820_N2.01_GP03B_CG.sht
PLOT DATE: 25-APR-2024
13:21
DATE:
OF
SHEET:
W SP USA, INC.
GANNETT FLEMING, INC.
CONSULTANTS:
COAST GUARD BRIDGE PERMIT.
CONCEPTUAL PLANS UTILIZED TO OBTAIN
NOTE:
8
APRIL 26, 2024
NEW JERSEY
BETW EEN NEW ARK, ESSEX COUNTY AND BAYONNE, HUDSON COUNTY
NEW ARK BAY MP 3.8
NEW ARK BAY BRIDGE REPLACEMENT AND ASSOCIATED IMPROVEMENTS
PROJECT 1 - INTERCHANGES 14 TO 14A
NEW ARK BAY - HUDSON COUNTY EXTENSION PROGRAM
 PROP. PIER
ELEVATION
N. J. Plane Coordinate System
NAD83
MATCHLINE D
 PROP. PIER
WB
EB
PLAN
 PROP. EAST ABUT.
 PROP. EAST ABUT.
{ ROUTE 440 NB
{ ROUTE 440 SB
NEWARK BAY
FLOOD
EBB
S68°23'36.7"E
{ EXIST. NB-HCE
NJDOT
NJDOT
NJDOT
NJTA
NJDOT
LEGEND:
AREA OF REMOVAL
EXIST. NB-HCE BRIDGE
78.00
78.00
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
 PROP. PIER
SPAN
245.26
SPAN
236.00
SPAN
233.00
SPAN
238.00
SPAN
239.00
SPAN
233.00
SPAN
250.00
SPAN
262.00
SPAN
245.26
SPAN
236.00
SPAN
233.00
SPAN
238.00
SPAN
239.00
SPAN
233.00
SPAN
250.00
SPAN
262.00
UNDERCLEARANCE - 16.50 MIN
UNDERCLEARANCE - 16.50 MIN
1.
2.
NOTES:
SEE NOTES ON GENERAL PLAN AND ELEVATION - 3.
FEET IN DECIMAL FORMAT.
ALL DIMENSIONS AND DISTANCES ARE IN US LINEAR
NAVD 88.
BATHYMETRIC SURVEY DATA. ELEVATIONS BASED ON
LINE OF THE EXISTING BRIDGE BASED ON 2021
EXISTING BOTTOM OF CHANNEL TAKEN AT THE CENTER
3.
PROP. LIMITS = 9281.00 - (EXIST. LIMITS = 9560.25)
(T.M.)
BULKHEAD LINE
&
PIERHEAD
U.S. GOVERNMENT
EXIST. & PROP. G/L
2 LANES
SHLDR
VAR
VAR SHLDR
SHLDR
VAR
SH
VAR
SH
VAR
SH VAR
SH VAR
2 LANES
2 LANES
{ ROUTE 440 NB
{ ROUTE 440 SB
2 LANES
VAR SHLDR
GRASS
VAR
STRUT (TYP)
VESSEL COLLISION
GRASS
37.58
MUDLINE & FILL
REMOVE MIN 2.00 BELOW
NJDOT
BLVD IPX, LLC
1241 JFK
MLW EL -2.84
MHW EL +2.38
(TYP)
PROP. BARRIER LINE
2145
2146
2147
2148
2149
2150
2151
2152
2153
2154
2155
2156
2157
2158
2159
2160
2161
2162
2163
2164
5145
5146
5147
5148
5149
5150
5151
5152
5153
5154
5155
5156
5157
5158
5159
5160
5161
5162
5163
5164
EL 15.00
100 YEAR FLOOD
RT 440 SB
RT 440 NB
RT 440 SB
RT 440 NB
{ E16
{ E17
{ E18
{ E19
{ E20
{ E21
{ E22
{ E23
{ E24
{ E25
{ E26
{ E27
{ E28
{ E29
{ E30
{ E31
{ E32
{ E33
{ E ABUT.
MLW EL -2.84
MHW EL +2.38
Á & PGL
PROP. NB-HCE WB
Á & PGL
PROP. NB-HCE EB
6
GENERAL PLAN AND ELEVATION - 5
1.
2.
NOTES:
0
150'
150'
75'
300'
SCALE: 1" = 150'
3.
4.
5.
SEE ADDITIONAL NOTES ON "GENERAL PLAN AND ELEVATION - 3".
AS BUILT PLANS.
CADD LINEWORK. USCG NAVIGATIONAL OPENING BASED ON
USACE MAINTAINTED CHANNEL BASED ON USACE PROVIDED
DOLPHINS NOT SHOWN IN ELEVATION FOR CLARITY.
AASHTO STANDARDS AND COORDINATE WITH PROJECT STAGING.
FENDERS DESIGN AND DETAILING TO MEET ALL APPLICABLE
FACING CONNECTIONS.
COUNTERSUNK BOLTS TO BE UTILIZED FOR ALL NAVIGATION
TO BE ATTACHED TO PROPOSED STRUCTURES.
FOR SUPPORT AND ENERGY DISSIPATION. NO PROPOSED FENDERS
PROPOSED FENDERS TO USE EXISTING MAIN PIER FOUNDATIONS
6.
CADD FILE: IP_PWP:d1463018\T3820_N2.01_PS01_CG.sht
PLOT DATE: 25-APR-2024
13:21
DATE:
OF
SHEET:
W SP USA, INC.
GANNETT FLEMING, INC.
CONSULTANTS:
COAST GUARD BRIDGE PERMIT.
CONCEPTUAL PLANS UTILIZED TO OBTAIN
NOTE:
8
APRIL 26, 2024
NEW JERSEY
BETW EEN NEW ARK, ESSEX COUNTY AND BAYONNE, HUDSON COUNTY
NEW ARK BAY MP 3.8
NEW ARK BAY BRIDGE REPLACEMENT AND ASSOCIATED IMPROVEMENTS
PROJECT 1 - INTERCHANGES 14 TO 14A
NEW ARK BAY - HUDSON COUNTY EXTENSION PROGRAM
N. J. Plane Coordinate System
NAD83
OPPOSITE PORT NEWARK
DRAW AND U.S. GOVT CHANNEL
AXIS OF EXIST. L.V.R.R.
BAY
NEWARK
STA 122+97.25
STA 123+52.05`
83°18'11.05"
83°57'37.57"
PLAN
ELEVATION
FLOOD
EBB
S68°23'36.7"E
{ EXIST. NB-HCE
SPAN PIER
 PROP. MAIN
SPAN PIER
 PROP. MAIN
SPAN PIER
 PROP. MAIN
SPAN PIER
 PROP. MAIN
(TYP)
EXIST. PIER
CONNECTED TO
FENDER SYSTEM
550.00 (APPROX) NAVIGATION OPENING
63.71
22.33
107.90
87.66
(TYP)
SHAFT FOUNDATION
SYSTEM - DRILLED
PROP. BRIDGE FENDER
LEGEND:
MUDLINE & FILL
REMOVE 2.00 BELOW
(MEASURED NORMAL TO NAV OPENING)
611.65 HORIZ NAV CLR BTWN FENDERS
500.00 USACE MAINTAINED CHANNEL
(MEASURED NORMAL TO NAV OPENING)
611.65 HORIZ NAV CLR BTWN FENDERS (N AND S BRIDGES)
EL -41.1
EL -45.5
EL -45.0
EL -45.0
EL -43.1
EL -41.2
EL -38.0
EL -30.0
EL -13.0
EL -36.0
EL 16.50
EL 16.50
BAY NORTH REACH
USACE CHANNEL NEWARK
 OF CURRENT 500.00
CHANNEL & APPROX
 OF ORIGINAL 400.00
Á & PGL
PROP. NB-HCE WB
Á & PGL
PROP. NB-HCE EB
2110
2111
2112
2113
2114
2115
2116
2117
2118
2119
2120
5110
5111
5112
5113
5114
5115
5116
5117
5118
5119
5120
PIER W1
{ EXIST.
PIER E1
{ EXIST.
NAV CLR
135.00 VERT
STA 126+29.50
{ EXIST. PIER E1
STA 119+59.00
{ EXIST. PIER W1
 PROP. BRIDGE
ENVELOPE
PROP. CLR
EL 15.00
100 YEAR FLOOD
MLW EL -2.84
(TYP)
LINE
PROP. BARRIER
FASCIA
PROP. DECK
G/L
EXIST.
(TYP)
SHAFT FOUNDATION
SYSTEM - DRILLED
PROP. BRIDGE FENDER
DEMOLISH & FILL
BOTTOM OF CHANNEL
EXIST. AND PROP.
EL 16.50
EL -3.50
MHW EL +2.38
EL 16.50
EL -3.50
7
BRIDGE PROTECTION SYSTEM DETAILS
2' 4'
1'0
SCALE: „ " = 1'=0"
8'
16'
1.
2.
NOTES:
GENERAL PLAN AND ELEVATION - 3.
CLEARANCE REQUIREMENTS AS NOTED ON SHEET
ANALYSIS. FINAL DIMENSIONS WILL MEET VERTICAL
ALL DIMENSIONS ARE BASED ON PRELIMINARY
US LINEAR FEET IN DECIMAL FORMAT.
ALL DIMENSIONS AND DISTANCES IN
DATE:
OF
SHEET:
W SP USA, INC.
GANNETT FLEMING, INC.
CONSULTANTS:
COAST GUARD BRIDGE PERMIT.
CONCEPTUAL PLANS UTILIZED TO OBTAIN
NOTE:
8
APRIL 26, 2024
NEW JERSEY
BETW EEN NEW ARK, ESSEX COUNTY AND BAYONNE, HUDSON COUNTY
NEW ARK BAY MP 3.8
NEW ARK BAY BRIDGE REPLACEMENT AND ASSOCIATED IMPROVEMENTS
PROJECT 1 - INTERCHANGES 14 TO 14A
NEW ARK BAY - HUDSON COUNTY EXTENSION PROGRAM
2%
5%
(TYP)
PROP. STRUT
SLAB
DECK
FLOORBEAM
2%
PROP. WB Á
PROP. PGL
2%
2%
5%
2%
5%
(TYP)
PROP. STRUT
SLAB
DECK
FLOORBEAM
2%
PROP. EB Á
PROP. PGL
2%
2%
5%
„ " = 1'-0"
TYPICAL SECTION - MAIN SPAN
85.17
72.00
72.00
85.17
8.89
1.97
6.92
6.92
1.97
8.89
(TYP)
1.86
(TYP)
1.86
SHLD
12.00
LANE
12.00
LANE
12.00
LANE
12.00
LANE
12.00
SHLD
12.00
SHLD
12.00
LANE
12.00
LANE
12.00
LANE
12.00
LANE
12.00
SHLD
12.00
(TYP)
3.00
(TYP)
3.00
(TYP)
GIRDER
EDGE
70.83
0.83
0.83
67.75
(LOOKING EAST)
(TYP)
ANCHOR
CABLE
(TYP)
F/O DUCTS
(TYP)
DRAINAGE PIPE
(TYP)
DRAINAGE PIPE
(TYP)
F/O DUCTS
(TYP)
EDGE GIRDER
(TYP)
CABLE ANCHOR
(TYP)
LOWEST STEEL MEMBER
WEST BOUND
EAST BOUND
82.00
82.00
6.58
6.58
6.58
6.58
241.17
OUT TO OUT
(TYP)
3.28
(TYP)
3.28
244.58
OUT TO OUT
2.16
LOW PT OF NAVIGATION
EL 141.10.
CLEARANCE ABOVE MHW
8
TYPICAL SECTION
SecƟon 408 ApplicaƟon Plan Set
New Jersey Turnpike Authority Replacement of Vincent R. Casciano Memorial (Newark Bay) Bridge
over Newark Bay North Reach Channel; City of Newark, Essex County, New Jersey
(NAN-2020-00729-WCO Newark Bay Bridge Replacement)
^_
^_
Interchange 14
Interchange 14A
0
1
2
0.5
Miles
SOURCES:
ESRI, USGS MAP SERVICE. WSP 2022.
³
NEW JERSEY TURNPIKE AUTHORITY
NEWARK BAY-HUDSON COUNTY EXTENSION PROGRAM
PROJECT 1 - INTERCHANGES 14 TO 14A
NEWARK BAY BRIDGE REPLACEMENT AND ASSOCIATED
IMPROVEMENTS (NEWARK BAY MP 3.8) BETWEEN
NEWARK, ESSEX COUNTY AND BAYONNE, HUDSON COUNTY
NEW JERSEY
VICINITY MAP
CONSULTANTS:
GANNETT FLEMING, INC.
WSP USA, INC.
DATE: DEC. 22, 2023
^_
^_
Interchange 14
Interchange 14A
U
V
440
Doremus Ave
Upper Bay Bridge
JFK Blvd
U
V
440
Newark Bay
North Reach
Channel
Newark Bay
Bridge
Bayonne
Newark
Jersey City
³
0
1,000
2,000
500
Feet
Project Location
^_
Connecticut
New Jersey
New York
Pennsylvania
0
20
40
10
Miles
³
VICINITY MAP
PROJECT SITE MAP
Approximate Limits of Newark Bay Bridge
^_
0
200'
200'
100'
400'
SCALE: 1" = 100'
NOTES:
1.
2.
3.
4.
5.
6.
7.
REACH CHANNEL IMPACTS
AVOIDANCE OF NEW ARK BAY NORTH
CONCEPTUAL PLANS DEMONSTRATING
NOTE:
CHANNEL FRAMEWORK.
USACE MAINTAINTED CHANNEL LIMITS BASED ON USACE PROVIDED CADD NATIONAL
DOLPHINS NOT SHOWN IN ELEVATION FOR CLARITY.
ON MINIMUM REMOVAL ANTICIPATED.
CONCRETE TO BE REMOVED 20 CY AND 1.75 LINEAR FEET OF 7 STEEL PILES. QUANTITIES BASED
OF USACE CHANNEL AND 2 FEET BELOW 35 FOOT CHANNEL. APPROXIMATE VOLUME OF
NORTHWEST CORNER OF PIER E1. NORTHWEST CORNER OF PIER E1 TO BE REMOVED TO LIMIT
NO DREDGING, FILL, EXCAVATION OR RIP RAP IN NAVIGATIONAL CHANNEL OTHER THAN THE
MUDLINE WHERE EXISTING PIERS ARE REMOVED. ALL PROPOSED PIERS ARE DRILLED SHAFTS.
APPROXIMATE FILL OUTSIDE OF NAVIGATIONAL CHANNEL 1513 CY. FILL SHOWN TO EXISTING
ALL EXISTING PIERS TO BE REMOVED TWO FEET BELOW MUDLINE UNLESS OTHERWISE NOTED.
EXISTING PIERS W1 AND E1 TO REMAIN FOR INTEGRATION WITH FENDER DESIGN, EXCEPT AS NOTED.
PRELIMINARY ASSESSMENT.
ALL DIMENSIONS AND DISTANCES ARE IN US LINEAR FEET IN DECIMAL FORMAT AND BASED ON
FROM NGVD 1929 TO NAVD 1988, SUBTRACT 1.12 FEET.
BASED ON 2021 BATHYMETRIC SURVEY DATA. ELEVATIONS BASED ON NAVD 88. TO CONVERT
EXISTING BOTTOM OF CHANNEL TAKEN AT THE CENTER LINE OF THE EXISTING BRIDGE
CADD FILE: IP_PWP:d1463018\T3820_N2.01_GP02_NBNR_USACE.sht
PLOT DATE: 26-JAN-2024
08:20
DATE:
OF
SHEET:
W SP USA, INC.
GANNETT FLEMING, INC.
CONSULTANTS:
JAN. 26, 2024
NEW JERSEY
BETW EEN NEW ARK, ESSEX COUNTY AND BAYONNE, HUDSON COUNTY
NEW ARK BAY MP 3.8
NEW ARK BAY BRIDGE REPLACEMENT AND ASSOCIATED IMPROVEMENTS
PROJECT 1 - INTERCHANGES 14 TO 14A
NEW ARK BAY - HUDSON COUNTY EXTENSION PROGRAM
N. J. Plane Coordinate System
NAD83
 PROP. PIER
 PROP. MAIN SPAN PIER
 PROP. MAIN SPAN PIER
PROP. PIER
 PROP. PIER
 PROP. MAIN SPAN PIER
 PROP. MAIN SPAN PIER
BAY
NEWARK
STA 123+52.05`
83°57'37.57"
WB
EB
PLAN
ELEVATION
USACE MAINTAINED CHANNEL
LEGEND:
MATCHLINE B
MATCHLINE C
FLOOD
EBB
S68°23'36.7"E
{ EXIST. NB-HCE
APPROACH SPAN
290.00
BACK SPAN
350.00
MAIN SPAN
802.00
BACK SPAN
350.00
APPROACH SPAN
250.00
78.00
78.00
 PROP. PIER
 PROP. PIER
APPROACH SPAN
290.00
BACK SPAN
350.00
MAIN SPAN
802.00
BACK SPAN
350.00
APPROACH SPAN
250.00
PROP. LIMITS = 9281.00 - (EXIST. LIMITS = 9560.25)
AREA OF REMOVAL
EXIST. NB-HCE BRIDGE
(TYP)
FILL
(TYP)
DEMOLISH & FILL
MHW
MLW
25.3
27.5
24.9
20.8
22.2
23.0
18.0
30.3
41.6
45.4
37.3
42.3
23.7
42.0
44.1
29.5
44.3
33.0
44.4
41.1
39.4
43.5
35.8
38.5
40.8
39.3
46.9
42.8
39.4
40.8
42.7
44.3
44.9
44.9
44.6
42.3
44.3
46.2
45.7
40.6
39.3
42.4
43.0
45.0
41.6
27.0
38.7
44.4
46.4
29.8
37.3
45.1
41.4
BULKHEAD LINE (T.M.)
&
U.S. GOVERNMENT PIERHEAD
PROP. G/L
EXIST. &
STRUT (TYP)
VESSEL COLLISION
(TYP)
SHAFT FOUNDATION
SYSTEM - DRILLED
PROP. BRIDGE FENDER
EL -41.1
EL -45.5
EL -45.0
EL -45.0
EL -43.1
EL -41.2
EL -38.0
EL -30.0
EL -13.0
500.00 USACE MAINTAINED CHANNEL
EL -36.0
(SEE NOTE)
CHANNEL
BOTTOM OF
EXIST. & PROP.
BAY NORTH REACH
USACE CHANNEL NEWARK
 OF CURRENT 500.00
CHANNEL & APPROX
 OF ORIGINAL 400.00
MUDLINE & FILL
REMOVE MIN 2.00 BELOW
CITY OF NEWARK
CITY OF NEWARK
221.78
189.85
37.48
69.39
97.15
101.36
15.66
10.97
LIMITS OF USACE MAINTAINED CHANNEL
OF EASTBOUND BRIDGE)
(SHOWN AT SOUTH FASCIA
MAINTAINED CHANNEL.
AREA OF EXISTING
(MEASURED FROM TYP SECTION)
LOW POINT FOR CLEARANCE
21.5
38.3
43.6
45.1
44.8
38.4
BAY
NEWARK
BAY
NEWARK
(TYP)
PROP. BARRIER LINE
PROP. DECK FASCIA
PROP. DECK FASCIA
Á & PGL
PROP. NB-HCE WB
Á & PGL
PROP. NB-HCE EB
2107
2108
2109
2110
2111
2112
2113
2114
2115
2116
2117
2118
2119
2120
2121
2122
2123
2124
2125
5107
5108
5109
5110
5111
5112
5113
5114
5115
5116
5117
5118
5119
5120
5121
5122
5123
5124
5125
5106
2106
5105
2105
PIER W2
{ EXIST.
PIER W3
{ EXIST.
PIER W1
{ EXIST.
PIER E1
{ EXIST.
PIER E2
{ EXIST.
PIER E4
{ EXIST.
PIER E3
{ EXIST.
STA 129+29.50
{ EXIST. PIER E2
STA 131+00.75
{ EXIST. PIER E3
STA 132+71.25
{ EXIST. PIER E4
STA 126+29.50
{ EXIST. PIER E1
STA 119+59.00
{ EXIST. PIER W1
STA 116+59.00
{ EXIST. PIER W2
STA 114+87.75
{ EXIST. PIER W3
STA 113+17.25
{ EXIST. PIER W4
 PROP. BRIDGE
EL 15.00
100 YEAR FLOOD
PIER W4
{ EXIST.
MLW EL -2.84
(TYP)
FOUNDATION
SHAFT
SYSTEM - DRILLED
PROP. BRIDGE FENDER
MHW EL +2.38
CHANNEL
USACE MAINTAINED
BEYOND
DEMOLISH & FILL MIN 2 FT
(SEE NOTE 1)
SOUNDINGS (TYP)
1
2
NEW ARK BAY NORTH REACH CHANNEL PLAN AND ELEVATION
NOTES:
1.
2.
LEGEND:
ON MAINTAINED CHANNEL
EXISTING ENCROACHMENT
CADD NATIONAL CHANNEL FRAMEWORK.
USACE MAINTAINED CHANNEL LIMITS BASED ON USACE PROVIDED
USACE MAINTAINED CHANNEL.
USACE MAINTAINED CHANNEL AND 2 FEET BELOW THE 35 FT
TO BE REMOVED TO 2 FEET PAST THE LIMIT OF THE 500 FT
MINIMUM REMOVAL OF PIER E1 SHOWN. EXISTING FENDER AND PIER
EXISTING MUDLINE
MUDLINE & FILL TO
REMOVE MIN 2.00 BELOW
0
100'
50'
SCALE: 1" = 40'
100'
CADD FILE: IP_PWP:d1463018\T3820_N2.01_DT01_NBNR_USACE.sht
PLOT DATE: 26-JAN-2024
08:20
DATE:
OF
SHEET:
W SP USA, INC.
GANNETT FLEMING, INC.
CONSULTANTS:
JAN. 26, 2024
NEW JERSEY
BETW EEN NEW ARK, ESSEX COUNTY AND BAYONNE, HUDSON COUNTY
NEW ARK BAY MP 3.8
NEW ARK BAY BRIDGE REPLACEMENT AND ASSOCIATED IMPROVEMENTS
PROJECT 1 - INTERCHANGES 14 TO 14A
NEW ARK BAY - HUDSON COUNTY EXTENSION PROGRAM
N. J. Plane Coordinate System
NAD83
BAY
NEWARK
FLOOD
EBB
A
A
SECTION A-A
PLAN - FENDER REMOVAL AND EXISTING ENCROACHMENT
(TEMPORARY WORK WITHIN MAINTAINED CHANNEL LIMITS)
N. J. Plane Coordinate System
NAD83
BAY
NEWARK
FLOOD
EBB
B
B
SECTION B-B
PLAN - PIER E1 DEMOLITION
(TEMPORARY WORK WITHIN MAINTAINED CHANNEL LIMITS)
N. J. Plane Coordinate System
NAD83
BAY
NEWARK
FLOOD
EBB
C
C
SECTION C-C
SPAN PIER
 PROP. MAIN
PLAN - PROPOSED CONDITION
SECTION C-C
(NO PERMANENT FEATURE WITHIN MAINTAINED CHANNEL LIMITS)
EL 15.00
100 YEAR FLOOD
MHW EL +2.38
MLW EL -2.84
CHANNEL
MAINTAINED
LIMITS OF USACE
(TYP)
PERMIT PLANS
NATIONWIDE
WATER FROM
IMPACT TO TIDAL
LIMITS OF TEMPORARY
NATIONWIDE PERMIT PLANS
WATER FROM
TO TIDAL
IMPACT
LIMITS OF TEMPORARY
CHANNEL
OF
BOTTOM
EXIST. & PROP.
EL 15.00
100 YEAR FLOOD
MHW EL +2.38
MLW EL -2.84
CHANNEL
USACE MAINTAINED
BEYOND
MIN 2 FT
DEMOLISH & FILL
(TYP)
PERMIT PLANS
NATIONWIDE
WATER FROM
IMPACT TO TIDAL
LIMITS OF TEMPORARY
NATIONWIDE PERMIT PLANS
WATER FROM
TO TIDAL
IMPACT
LIMITS OF TEMPORARY
CHANNEL
MAINTAINED
LIMITS OF USACE
CHANNEL
OF
BOTTOM
EXIST. & PROP.
2118
2119
5118
5119
EL 15.00
100 YEAR FLOOD
MHW EL +2.38
(TYP)
FOUNDATION
SHAFT
SYSTEM - DRILLED
PROP. BRIDGE FENDER
MLW EL -2.84
CHANNEL
BOTTOM OF
EXIST. & PROP.
PROP. PIER
(TYP)
SHAFT
PROP. DRILLED
CHANNEL
MAINTAINED
LIMITS OF USACE
CHANNEL
MAINTAINED
LIMITS OF USACE
FENDER
PROP. FACE OF
2
2
PIER E1 MINIMUM REMOVAL PLAN
{ EXIST. PIER E1
{ EXIST. PIER E1, STA. 126+29.50
STRUCTURE
EXISTING
LIMITS OF
MAINTAINED CHANNEL
EXIST. PIER WITHIN
CHANNEL
MAINTAINED
WITHIN
EXIST. FENDER
MAINTAINED CHANNEL
LIMITS OF USACE
{ EXIST. PIER E1
{ EXIST. PIER E1, STA. 126+29.50
STRUCTURE
EXISTING
LIMITS OF
FOR PIER WORK
PROP. COFFERDAM
MAINTAINED CHANNEL
LIMITS OF USACE
FOR PIER WORK
PROP. COFFERDAM
SEE NOTE 1
10'-0"
10'-0"
{ EXIST. PIER E1, STA. 126+29.50
PIER E1
{ EXIST.
STRUCTURE
LIMITS OF PROP.
Newark Bay Bridge
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First Discovered
Apr 1, 2026
Last Info Update
Apr 30, 2026
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