PUBLIC NOTICE D05PN-10-2020 - NAVCEN...HDR Engineering Inc. N37 N38 N39 N40 N44 N45 N46 N51 N53 N54...
Transcript of PUBLIC NOTICE D05PN-10-2020 - NAVCEN...HDR Engineering Inc. N37 N38 N39 N40 N44 N45 N46 N51 N53 N54...
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PUBLIC NOTICE D05PN-10-2020
All interested parties are notified that an application dated August 19, 2020, has been received
from the Virginia Department of Transportation by the Commander, Fifth Coast Guard District,
for approval of the location and with plans for modification of an existing highway fixed bridge
over a navigable waterway of the United States.
WATERWAY AND LOCATION: Willoughby Bay, mile 1.5, at Norfolk, VA.
CHARACTER OF WORK: The proposed project is to modify the existing fixed highway bridge
– I-64/US 60 (Hampton Roads Beltway/Willoughby Bay) Bridge which spans across the
northeast portion of the Willoughby Bay at Norfolk, VA. The project will involve widening the
existing two-lane eastbound and westbound structures into two four-lane structures. This will be
done by constructing an additional vehicular lane on each side of the existing eastbound structure
and constructing an additional vehicular lane on each side of the existing westbound structure.
The purpose of the project is to relieve congestion at the I-64 HRBT in a manner that improves
accessibility, transit, emergency evacuation, and military and goods movement along the primary
transportation corridors in the Hampton Roads region, including I-64, I-664, I-564, and VA 164
corridors.
MINIMUM NAVIGATIONAL CLEARANCES:
Existing
Proposed
Vertical Clearance:
25 feet above mean high water
Vertical Clearance:
25 feet above mean high water
Horizontal Clearance: (normal to axis of the
channel)
50 feet between the bridge protective system
Horizontal Clearance: (normal to axis of the
channel)
50 feet between the bridge protective system
North American Vertical Datum of 1988 (NAVD88)
Commander United States Coast Guard Fifth Coast Guard District
431 Crawford Street Portsmouth, VA 23704-5004 Staff Symbol: (dpb) Phone: (757) 398-6557 Fax: (757) 398-6334 Email: [email protected]
16591 7 SEP 2020
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ENVIRONMENTAL CONSIDERATIONS:
The Federal Highway Administration (FHWA) is the lead Federal agency for compliance with
the National Environmental Policy Act (NEPA). The FHWA is acting on behalf of the U. S.
Coast Guard (USCG) for all applicable environmental control laws and Executive Orders. The
FHWA approved the Hampton Roads Crossing Study Environmental Impact Statement (EIS) on
March 1, 2001, and issued a Record of Decision (ROD) dated June 4, 2001, the Hampton Roads
Expansion Project Supplemental Environmental Impact Statement (SEIS) on April 25, 2017, and
issued a Record of Decision (ROD) dated June 12, 2017, and the Hampton Roads Expansion
Project Environmental Assessment (EA) on June 7, 2018, and issued a Finding of No Significant
Impact (FONSI) dated October 23, 2018. The USCG has tentatively determined that the
environmental documentation approved and issued by the FHWA is adequate for USCG bridge
permitting purposes and intends to adopt the bridge-related portions of the EIS(s) and EA and
issue a USCG ROD. Environmental documents are available for review at the above address,
Monday through Friday (except Federal holidays), from 8 a.m. to 4:30 p.m.
The bridge is located in the floodplain. The 100-year flood level is +7.15 feet from datum and
low steel of the bridge in the navigation span is +27.60 feet from datum.
A water quality certificate was issued by the Virginia Department of Environmental Quality via
VWP Individual Permit Number 19-1577 dated June 26, 2020.
The bridge construction site lies inside of a designated Coastal Zone Management area. The
applicant provided the Virginia Department of Environmental Quality with the project location
information and a certification of consistency. The Virginia Department of Environmental
Quality issued a finding on November 5, 2019, that the project is consistent with the state’s
Coastal Zone Management Plan.
Comments received in response to this notice concerning environmental control laws and
Executive Orders will be forwarded to FHWA as lead Federal Agency.
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SOLICITATION OF COMMENTS:
Mariners are requested to provide navigational information, such as the sizes and types of vessels
presently owned and operated on the waterway and nature of navigation (including the extent of
nighttime navigation) on the waterway. Mariners are requested to comment on the navigational
clearances and need for bridge protective systems, clearance gauges, and navigational lighting on
the proposed bridge. Please submit the attached response form.
Interested parties are requested to express their views, in writing, on the proposed bridge project,
giving sufficient detail to establish a clear understanding of their reasons for support of, or
opposition to, the proposed project. Comments will be received for the record at the office of
Commander (dpb), Fifth Coast Guard District, 431 Crawford Street, Portsmouth, VA 23704-
5004 through October 7, 2020.
//s//
HAL R. PITTS
Bridge Program Manager
By direction
This is a Web-searchable copy and is not the official, signed version; however, other than the
signature being omitted, it is a duplicate of the official version.
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I-64/US 60 (Hampton Roads Beltway/Willoughby Bay) Bridge
Willoughby Bay, mile 1.5,
at Norfolk, VA
Public Notice D05PN-10-2020
Response Form
It is requested that anyone having an interest in this proposed project, from the standpoint of
navigation, submit vessel information, comments, and recommendations on this form to the
office of Commander (dpb), Fifth Coast Guard District, 431 Crawford Street, Portsmouth, VA
23704-5004 by October 7, 2020.
Vessel Information Please provide all requested information:
Vessel Type
Use – Commercial and/or Recreational
Vessel Height
Draft
Length
Beam
Tonnage
Mooring Location
Name (Optional): _______________________________________________________________
Address (Optional): _____________________________________________________________
Phone (Optional): _______________________________________________________________
Comments and Recommendations: _______________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
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U. S. ARMY
CORPS OF
ENGINEERS
DISPOSAL AREA
U. S. NAVAL
RESERVATION
NORFOLK
SOUT
HERN
RIVERLAF
AYETTE
Vie
w
Ave.
LittleCreek
Little
CreekRoa
d
NORFOLK
Dr.
Tide
water
Granby
St.
St.
CH
ES
AP
EA
KE
Ocean View
U. S. NAVAL
RESERVATION
BAY
WILLOUGHBY
U. S. ARMY
BASELake
Whitehurst
Ocean
192
60
170
165
194
194
64 460
168
460
165
406
337
564
337
64
60
60
143
250
60
143
664
167
664
351
143
CSX
H A M P T O N
R
O
A
D
S
654
664
HAMPTON
258 415
CIT
Y
OF
NE
WP
OR
T
NE
WS
CIT
Y
OF
HA
MP
TO
N
258258258
152258
134134
Mill Cr.
258
Phoebus
Area
169
169351
351
James V. Bickford
Memorial BridgeBuckroeBeach
2.3
3
2.3
9
2.35
1.09
1.56
4.53
2.4
0
2.9
8
.73
2.7
9
.60
2.1
3
1.72
1.97
Bridge Tunnel
Hampton Roads
Bridge-Tunnel
Monitor - Merrimack Memorial
COLLEGE
COMMUNITY
TIDEWATER
VIRGINIA
SIC S
EMPER TY
RA
NNIS
E
60
W
60
64
1
Flo
od
Ebb
Project Location
GENERAL HIGHWAY MAP
I N D E X T O C O U N T Y L O C A T I O N
0 1 2
MILEVICINITY/LOCATION MAP
WILLOUGHBY BAY BRIDGE
LOCATION MAP
VICINITY MAP
Project Location
1 OF 6Department of Transportation
Application by Commonwealth of Virginia
CITY OF NORFOLK, VA
RIVER MILE 1.5 OVER WILLOUGHBY BAY
I-64/US 60 (HAMPTON ROADS BELTWAY/WILLOUGHBY BAY) 05/29/2020
DATE
10/31/2019
SHEET NUMBER
STRUCTURAL ENGINEER
Virginia Beach, VA
HDR Engineering Inc.
EALIAText Box2-00GENE-ENV-RPT-DHDR-020067
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Interchange
and Woodland Rd.
To Settlers Landing
Interchange
To I-64/I-564
To Segment 4
I-64 EBL LB
I-64 WBL L
Sta.
775
+00
Sta.
785
+00
Sta.
795
+00
Sta.
805
+00
Sta.
815
+00
Sta.
825
+00
Sta.
2620
+00
Sta.
2625
+00
Sta.
2635
+00
Sta.
2645
+00
Sta.
2655
+00
Sta.
2665
+00
Sta.
2670
+00
Bay
Willoughby Station
Norfolk Naval Air
Parcel 3-169
Station
Norfolk Naval Air
Parcel 3-169
(VDOT)
of Virginia
Commonwealth
R.O.W.
(VDOT)
of Virginia
Commonwealth
R.O.W.
ELEVATION
PLAN
PLAN
OVERALL BRIDGE
GENERAL PLAN AND ELEVATION - 1
WILLOUGHBY BAY BRIDGE
Beginning of bridge End of bridge
+4994.17'
@ Span 54
sign structure
New overhead
@ Span 18
sign structure
New overhead
B
Elev. -1.48
water
Mean low
NOT TO SCALE
2 OF 6
Exaggerated vertical scale
Elev. 0.95
water
Mean high
Elev. -0.25
water
Mean sea
See table below for all tidal datums in NAVD88
All water depths are measured from MLW line
All vertical openings are measured from MHW line
Vertical datum: NAVD88
Horizontal datum: NAD83
General Notes:
Elevations
Tidal
(ft)
NAVD88
-1.61
-1.48
-0.25
0.00
0.95
1.15
MLLW
MLW
MSL
NAVD88
MHW
MHHW
DEPARTMENT OF TRANSPORTATION
APPLICATION BY COMMONWEALTH OF VIRGINIA
CITY OF NORFOLK, VA
RIVER MILE 1.5 OVER WILLOUGHBY BAY
I-64/US 60 (HAMPTON ROADS BELTWAY/WILLOUGHBY BAY) 05/29/2020
DATE
10/31/2019
SHEET NUMBER
STRUCTURAL ENGINEER
Virginia Beach, VA
HDR Engineering Inc.
N37
N38
N39N40
N44 N45N46
N51
N52
N53
N54
N55
N56
N57
N58
N59
N60
N61
Ex. VDOT Limited Access R/W per Plans 0064-122-101, C503
Ex. VDOT Limited Access R/W per Plans 0064-122-101, C503
per Plans 0064-122-101, C503
Ex. VDOT Limited Access R/W
RW
Mon.
per Plans 0064-122-101, C503
Ex. VDOT Limited Access R/W
A316.52'
R2411.83'
D7°31'09"
N 70°37'48" W105.24'
S 82°07'18" E 209.23'
S 13
°02'4
3"
WN 76°57'17" W67.19'
N 05°0
6'0
7" E
0.4
3'
S 67°25'03
" W
0.74'
S 76°56'30" E 326.30'
S 83°43'32" E
S 76°39'37" E180.82'
N 83°38'17" E
N 76°57'17" W
N 82°07'18" W324.23'
N 75°12'46" W192.56'
S 82°36'44" E190.90'
A95.20'
R2181.83'
D2°30'00"
Ex Limited Access Line
Ex Limited Access Line
Ex Limited Access Line
Ex Limited Access Line
Ex Limited Access Line
Ex Limited Access Line
Overhead Sign
Overhead Sign
Overhead Sign
Overhead Sign
Overhead Sign
Sign
Sign
I-64 WBL
I-64 EBL
I-64 WBL
I-64 EBL
ta.
2665
+00
ta.
2670
+00
Navigation channel
@ Span 63
navigation opening
Designated
FEET
0 1,000' 2,000
-
DATE
SHEET NUMBER
STRUCTURAL ENGINEER
Virginia Beach, VA
HDR Engineering Inc.
-8
BENT 63A BENT 64 BENT 65BENT 59 BENT 60 BENT 61 BENT 63BENT 62
I-64 WBL
To Ocean View
-0.23%+0.71%
I-64 EBL B
+26.0'
+39.0'
+4994.17'
+30.0'
Existin
g
+44.0'
+65.0'
+65.0'
+39.0'
+26.0'
3.1
7'
Existin
g
+44.0'
To Willoughby Spit
2.0'
Pro
pose
d
26.1
7'
1.6
7'
2.0'
Pro
pose
d
24.6
7'
Length of channel
+
194.9
2'
Spans 62 thru 65
224.92'
Spans 66 thru 68
188.25'
Spans 58 thru 61
250.92'
.
.
horiz.
50.0'
Approx. bay bottom
wid
enin
g
Existing WB bridge
Existing EB bridge
LB
sound barrier
Back of proposed
PLAN
Elev. 0.95
Mean high water
Elev. -1.48
Mean low waterElev. -0.25
Mean sea level
L
Flo
od
Ebb
re
main
brid
ge to
re
main
brid
ge to
WILLOUGHBY BAY
Horizontal Datum: NAD83
Vertical Datum: NAVD88
Note:
Elev. 7.15
100 year
wid
enin
g
FEET
0 100' 200'
clearance
3 OF 6
NAVIGATION OPENING @ SPAN 63
GENERAL PLAN AND ELEVATION - 2
WILLOUGHBY BAY BRIDGE
ELEVATION
Elev. 27.60
Low chord
DEPARTMENT OF TRANSPORTATION
APPLICATION BY COMMONWEALTH OF VIRGINIA
CITY OF NORFOLK, VA
RIVER MILE 1.5 OVER WILLOUGHBY BAY
I-64/US 60 (HAMPTON ROADS BELTWAY/WILLOUGHBY BAY) 05/29/2020
50.0' min
horiz. clr
vert. clearance25.0' min.
to be replaced typ.
fender and lighting system
Existing navigation channel,
L ChannelC
h of
+
194.9
2'
Length of channel
+
194.9
2'
lea
h of
+
194.9
2'
hori
50.0'
annel
horiz.
50.0'clearance
annel
lea
hori
50.0'
-
SCALE: 1/8" = 1'-0"
0' 6' 12' 24'
TYPICAL SPAN
CROSS SECTION - 1
WILLOUGHBY BAY BRIDGE
DEPARTMENT OF TRANSPORTATION
APPLICATION BY COMMONWEALTH OF VIRGINIA
CITY OF NORFOLK, VA
RIVER MILE 1.5 OVER WILLOUGHBY BAY
I-64/US 60 (HAMPTON ROADS BELTWAY/WILLOUGHBY BAY)
4 OF 6
05/29/2020
+26.0'
+70.17'
+39.0' +26.0'
Buff.
+3.0'
L
parapet (BPB-4A)
42" F-shape
parapet (BPB-4A)
42" F-shape Buff.
+3.0'
barrier
Sound HOT lane
part-time
L
WB bridge
Existing
EB bridge
Existing
HOT lane
part-time
1.67'
1.50'
Shoulder
12.0'
Lane
12.0'
Lane
12.0'
Lane
12.0'
Shoulder/
14.0'2.0'
2.0'
Shoulder/
14.0'
Lane
12.0'
Lane
12.0'
Lane
12.0'
Shoulder
12.0'
39.0'
1.67'
+68.67'
MLW -1.48
MHW 0.95MSW -0.25
Horizontal Datum: NAD83Vertical Datum: NAVD88
Note:
Typ.
4'-0"
Approximate bay bottom
concrete pile
square prestressed
(1) Proposed 30"
concrete pile
square prestressed
(2) Proposed 24"
26'-11"
1'-11•"
+22'-1" 6'-0"
3" gap min.
+1'-11•"
6'-0"
25'-5" (Spans 19 - 79)
26'-11" (Spans 1 - 18)
20'-7" (Spans 19 - 79)
22'-1" (Spans 1 - 18)
3" gap min.
concrete pile
square prestressed
(2) Proposed 24"
concrete piles typ.
square prestressed
Existing 24"
concrete pile
square prestressed
(1) Proposed 24"
+3.92'
+12.08' +26.0'
2.0'Lane
11.0'
I-64 WBL BI-64 EBL B
LI-64 WBL B LI-64 EBL B
2.0' 2.0'
+44.0'
Lane
11.0'
Lane
11.0'
Lane
11.0'2.0'
+3.92'
+12.08'+26.0'
+44.0'
railing and overhang
Remove existing
railing and overhang
Remove existing
beam typ.
AASHTO - Type III
Existing
beam typ.
AASHTO - Type III
Existing
PROPOSED ELEMENT REMOVALSEXISTING CROSS-SECTION AND
PROPOSED TYPICAL CROSS SECTION
+30.0'
N.T.S.
+30.0'
N.T.S.
DATE
SHEET NUMBER
STRUCTURAL ENGINEER
Virginia Beach, VA
HDR Engineering Inc.
Elev. 7.15
100 year flood
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SCALE: 1/8" = 1'-0"
0' 6' 12' 24'
5 OF 6
NAVIGATION OPENING @ SPAN 63
CROSS SECTION - 2
WILLOUGHBY BAY BRIDGE
DEPARTMENT OF TRANSPORTATION
APPLICATION BY COMMONWEALTH OF VIRGINIA
CITY OF NORFOLK, VA
RIVER MILE 1.5 OVER WILLOUGHBY BAY
I-64/US 60 (HAMPTON ROADS BELTWAY/WILLOUGHBY BAY) 05/29/2020
MLW -1.48
MHW 0.95MSW -0.25
PROPOSED CROSS SECTION AT SPAN 63
+80.83' +79.17'
Existing WB bridgeExisting EB bridge
parapet (BPB-4A)
42" F-shape
parapet (BPB-4A)
42" F-shape
+34.92'+33.0'
WB bridge
Existing
EB bridge
Existing
concrete piles typ.
square prestressed
Existing 24"
3" gap min. 3" gap min.
concrete piles typ.
square prestressed
Proposed 30"
LI-64 WBL B LI-64 EBL B
railing and overhang
Remove existing railing and overhang
Remove existing
1.50'
Sound barrier
Approximate bay bottom
PROPOSED ELEMENT REMOVALSEXISTING CROSS-SECTION AND
(N.T.S.)+34.67'
(N.T.S.)+34.67"
Horizontal Datum: NAD83Vertical Datum: NAVD88
Notes:
DATE
SHEET NUMBER
STRUCTURAL ENGINEER
Virginia Beach, VA
HDR Engineering Inc.
Elev. 7.15
100 year flood
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NOT TO SCALE
6 OF 6
Vertical datum: NAVD88
Horizontal datum: NAD83
General Notes:
DEPARTMENT OF TRANSPORTATION
APPLICATION BY COMMONWEALTH OF VIRGINIA
CITY OF NORFOLK, VA
RIVER MILE 1.5 OVER WILLOUGHBY BAY
I-64/US 60 (HAMPTON ROADS BELTWAY/WILLOUGHBY BAY)
OVERALL BRIDGE
GENERAL PLAN AND ELEVATION
WILLOUGHBY BAY BRIDGE
05/29/2020
DATE
SHEET NUMBER
STRUCTURAL ENGINEER
Virginia Beach, VA
HDR Engineering Inc.
FEET
0 1,000' 2,000'
TEMPORARY WORK STRUCTURES FORCONSTRUCTION ACCESS
Interchange
and Woodland Rd.
To Settlers Landing
Interchange
To I-64/I-564
To Segment 4
I-64 EBL LB
I-64 WBL L
Sta.
775
+00
Sta.
785
+00
Sta.
795
+00
Sta.
805
+00
Sta.
815
+00
Sta.
825
+00
Sta.
2620
+00
Sta.
2625
+00
Sta.
2635
+00
Sta.
2645
+00
Sta.
2655
+00
Sta.
2665
+00
Sta.
2670
+00
Bay
Willoughby Station
Norfolk Naval Air
Parcel 3-169
Station
Norfolk Naval Air
Parcel 3-169
(VDOT)
of Virginia
Commonwealth
R.O.W.
(VDOT)
of Virginia
Commonwealth
R.O.W.
PLAN
PLAN
Navigation channel
B
work trestle
Temporary work trestle
Temporary
work trestle
Temporary N37
N38
N39N40
N44 N45N46
N51
N52
N53
N54
N55
N56
N57
N58
N59
N60
N61
Ex. VDOT Limited Access R/W per Plans 0064-122-101, C503
Ex. VDOT Limited Access R/W per Plans 0064-122-101, C503
per Plans 0064-122-101, C503
Ex. VDOT Limited Access R/W
RW
Mon.
per Plans 0064-122-101, C503
Ex. VDOT Limited Access R/W
A316.52'
R2411.83'
D7°31'09"
N 70°37'48" W105.24'
S 82°07'18" E 209.23'
S 13
°02'4
3"
WN 76°57'17" W67.19'
N 05°0
6'0
7" E
0.4
3'
S 67°25'03
" W
0.74'
S 76°56'30" E 326.30'
S 83°43'32" E
S 76°39'37" E180.82'
N 83°38'17" E
N 76°57'17" W
N 82°07'18" W324.23'
N 75°12'46" W192.56'
S 82°36'44" E190.90'
A95.20'
R2181.83'
D2°30'00"
Ex Limited Access Line
Ex Limited Access Line
Ex Limited Access Line
Ex Limited Access Line
Ex Limited Access Line
Ex Limited Access Line
Overhead Sign
Overhead Sign
Overhead Sign
Overhead Sign
Overhead Sign
Sign
Sign
I-64 WBL
I-64 EBL
I-64 WBL
I-64 EBL
Temporary
y jump trestles
platform
work
Temporary
platform
work
Temporary
D05DPB-10-20.pdfHRBT WBB Bridge Drawings for PN D05PN-10-20.pdf202-02A_002202-02A_003202-02A_004202-02A_005USCG - 202-02A_006