public notice d05pn-10-2020 - navcen...hdr engineering inc. n37 n38 n39 n40 n44 n45 n46 n51 n53 n54...

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

2

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.

3

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.

4

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: _______________________________________________

______________________________________________________________________________

______________________________________________________________________________

______________________________________________________________________________

______________________________________________________________________________

______________________________________________________________________________

______________________________________________________________________________

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

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


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



DATE

10/31/2019

SHEET NUMBER

STRUCTURAL ENGINEER

Virginia Beach, VA


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


per Plans 0064-122-101, C503

Ex. VDOT Limited Access R/W

RW

Mon.

per Plans 0064-122-101, C503


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






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


-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


ELEVATION

Elev. 27.60

Low chord



CITY OF NORFOLK, VA



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




CITY OF NORFOLK, VA


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


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


Elev. 7.15

100 year flood

SCALE: 1/8" = 1'-0"

0' 6' 12' 24'

5 OF 6

NAVIGATION OPENING @ SPAN 63

CROSS SECTION - 2




CITY OF NORFOLK, VA



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


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


Elev. 7.15

100 year flood

NOT TO SCALE

6 OF 6

Vertical datum: NAVD88

Horizontal datum: NAD83

General Notes:



CITY OF NORFOLK, VA


I-64/US 60 (HAMPTON ROADS BELTWAY/WILLOUGHBY BAY)

OVERALL BRIDGE

GENERAL PLAN AND ELEVATION


05/29/2020

DATE

SHEET NUMBER

STRUCTURAL ENGINEER

Virginia Beach, VA


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



per Plans 0064-122-101, C503


RW

Mon.

per Plans 0064-122-101, C503


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"







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

public notice d05pn-10-2020 - navcen...hdr engineering inc. n37 n38 n39 n40 n44 n45 n46 n51 n53 n54...

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