DRAFT_Sandbridge_Plans_65percent_-_SBB.2024-11-22.PS.pdf

PDF 34 MB Posted Jan 8, 2026

Attached to: Sandbridge Beach Renourishment Project
Solicitation number: W9123626Z1AW4ID
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

About this file

Written by GovTribe AI · Jan 8, 2026

These draft technical drawings are for the Sandbridge Beach Erosion Control and Hurricane Protection Project, a beach nourishment initiative by the U.S. Army Corps of Engineers Norfolk District scheduled for 2025 in Virginia Beach, Virginia. The project involves dredging approximately 1,485,758 cubic yards of sand from Borrow Area A, which has depths ranging from -35 to -67 feet mean lower low water (MLLW), to renourish approximately 6.65 miles of Sandbridge Beach, with a planned beach berm elevation of +7.5 feet NAVD88.

The comprehensive set of technical drawings (labeled G001-CB407 and B-001 to B-102) includes detailed plans for beach renourishment grading, borrow area dredging, berm sections, baseline horizontal alignment, and geological boring logs. The project is currently at 65% design stage, with coordinates referenced to the Virginia State Grid (South Zone) and North American Datum of 1983. The U.S. Army Corps of Engineers anticipates soliciting a standalone firm fixed-price construction contract estimated at $23 million, targeting firms capable of performing hopper dredging under NAICS code 237990, with a small business size standard of $37 million.

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FINAL_Industry Day Slides_FY27 Sandbridge Beach Renouishment_29JAN2026.pptx	PPTX presentation	Feb 13, 2026
Attendance Industry Day Sandbridge.pdf	PDF	Feb 13, 2026
QA Industry Day Sandbridge.pdf	PDF	Feb 13, 2026
DRAFT_Sandbridge_Specs_65percent-w-attachments.pdf	PDF	Jan 8, 2026
DRAFT_Sandbridge_DDR_65percent-with-attachments.pdf	PDF	Jan 8, 2026

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CB101

CB102

CB103

CB104

CB105

CB106 EBB

FLOOD

SANDBRIDGE RD

DAM NECK RD

E H

W Y

SB-A29

SB-A28

SB-A27

SB-A26

SB-A25

SB-A24

SAN

PIPER

ATLAN

TIC

O C

EAN

RUDEE INLET

BORROW

AREA B

BORROW

AREA A

SB-A22

SB-A18

SB-A17

SB-A16

SB-A15

SB-A11

SB-A07

SB-B16

SB-B12

SB-B07

SB-B06

S AVE

SANDBRIDGE RD

EBB

FLOOD

42 40

IDG

E-T

(LO

TIO

N A

XIM

EBBFLOOD

EBB

FLOOD

EBBFLOOD

EBB

FLOOD

EBBFLOOD

EBB

FLOOD

EBBFLOOD

EBB

FLOOD

GREEN BUOY

NO. 11 (FL G)

(MB)

RED BUOYNO. 12 (FL R)(MB)

RED BUOYNO. 14 (FL R)(MB)

GREEN BUOYNO. 13 (FL G)(MB)

EBBFLOOD

EBB

FLOOD

PROTECTIVE COVER AREA

THIMBLE SHOAL CHANNEL

C H

VIRGINIA BEACH

CHESAPEAKE

ATLANTIC OCEAN

CHESAPEAKE BAY

ATLANTIC OCEAN

ATLANTIC

OCEAN

C L

CHESAPEAKE BAY

I 264

N LA

NDSTOWN R

SANDBRIDGE RD

DAM NECK RD

E H

W Y

STATE HWY 165

STATE H

Y 615

I 64

INDIAN RIVER RD

ATLANTIC

AVE

STATE

HWY 170

R350

R125'

SB-A29

SB-A28

SB-A27

SB-A26

SB-A25

SB-A24

SAN

PIPER

OLD PUNGO FERRY RD

W N

K R

U S H

W Y 60

ATLAN

TIC

O C

EAN

RUDEE INLET

BORROW

AREA B

BORROW

AREA A

SB-A22

SB-A18

SB-A17

SB-A16 SB-A15

SB-A11

SB-A07

SB-B16

SB-B12

SB-B07

SB-B06

REG

ULUS AVE

SANDBRIDGE RD

STATE H

Y 615

EBBFLOOD

THIMBLE SHOAL CHANNEL

ATLANTIC OCEAN

CHANNEL

42 40

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

NORFOLK DISTRICT

SANDBRIDGE BEACH EROSION CONTROL

AND HURRICANE PROTECTION PROJECT

PLANS FOR BEACH NOURISHMENT 2025

VIRGINIA BEACH, VIRGINIA

+VOLUME X

+AEC_MAN_SOLICNUM

+AEC_MAN_CONTRNUM

2024-11-22

O :\B

C H

\A C

U R

\S \S

G E\

-1 1-

- T

D W

G 6:

_B &W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

US Army Corps of Engineers ®

G001

C O

S H

T, IN

F D

S, VI

Y, A N

D L

O C

N M

E 2%

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M .L

Z- R

. W

U H

B-101

VICINITY MAP

SCALE: 1" = 4 MILES

LOCATION MAP

SCALE: 1" = 2 MILES

NORTH NORTH

PROJECT

LOCATION

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL

RECOMMENDATION AND APPROVAL OF ALL DRAWINGS IN

THIS SET AS INDICATED ON INDEX TO DRAWINGS.

NORFOLK, VIRGINIA

DEPARTMENT OF THE ARMY

NORFOLK DISTRICT, CORPS OF ENGINEERS

CHIEF, NAVIGATION SUPPORT BRANCHCHIEF, DESIGN SECTION

CHIEF, OPERATIONS BRANCH

APPROVED:REVIEWED:

SUBMITTED: APPROVED:

CHIEF, SURVEY SECTION

CB107 & B-102

INDEX OF DRAWINGS

Sheet Number Sheet Title

G001 COVER SHEET, INDEX OF DRAWINGS, VICINITY, AND LOCATION MAP

G002 GENERAL NOTES, DATUM DIAGRAM, AND LEGEND

CB101 BEACH RENOURISHMENT GRADING PLAN (1)

CB102 BEACH RENOURISHMENT GRADING PLAN (2)

CB103 BEACH RENOURISHMENT GRADING PLAN (3)

CB104 BEACH RENOURISHMENT GRADING PLAN (4)

CB105 BEACH RENOURISHMENT GRADING PLAN (5)

CB106 BEACH RENOURISHMENT GRADING PLAN (6)

CB107 BORROW AREA PLAN FOR DREDGING

CB401 BEACH RENOURISHMENT BERM SECTIONS (1)

CB402 BEACH RENOURISHMENT BERM SECTIONS (2)

CB403 BEACH RENOURISHMENT BERM SECTIONS (3)

CB404 BEACH RENOURISHMENT BERM SECTIONS (4)

CB405 BEACH RENOURISHMENT BERM SECTIONS (5)

CB406 BEACH RENOURISHMENT BERM SECTIONS (6)

CB407 BEACH RENOURISHMENT BERM SECTIONS (7)

CB601 BEACH BERM BASELINE HORIZONTAL ALIGNMENT

B-001 GENERAL NOTES

B-101 BORROW AREA

B-102 BORROW AREA A

BB-301 SCHNABEL BORING LOGS

BB-302 SCHNABEL BORING LOGS (CONTD.)

BB-303 SCHNABEL BORING LOGS (CONTD.)

BB-304 SCHNABEL BORING LOGS (CONTD.)

BB-305 SCHNABEL BORING LOGS (CONTD.)

BB-306 SCHNABEL BORING LOGS (CONTD.)

D R

DRAFT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

O :\B

C H

\A C

U R

\S \S

G E\

-1 1-

- T

D W

G 6:

_B &W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

G002

N O

S, D

U M

G R

U E

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

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M . L

Z- R

/J . W

GENERAL CIVIL ENGINEERING

NOTES:

1. THE CONTRACTOR SHALL CONFINE HIS WORK TO THE LIMIT OF

CONTRACT AREA AVAILABLE (OCEANWARD OF THE

CONSTRUCTION BASELINE AND BETWEEN NORTH/SOUTH LIMITS

OF THE CONTRACT). THIS AREA DOES NOT GENERALLY INCLUDE

ACCESS, STORAGE, AND STAGING AREAS.

2. ACCESS ROUTES TO THE SITE ARE BY PUBLIC RIGHTS-OF-WAY.

THE CONTRACTOR SHALL COORDINATE ACCESS TO THE WORK,

STORAGE, AND STAGING AREA LOCATIONS WITH THE

CONTRACTING OFFICER AND THE NON-FEDERAL SPONSOR

PROJECT MANAGER. THE CONTRACTOR SHALL RESTORE THE

ACCESS AREAS TO THEIR ORIGINAL CONDITION AFTER WORK IN

THE AREA IS COMPLETE. THIS WORK INCLUDES REPLACEMENT

OF FENCING, SIGNAGE, AND OTHER MISC. ITEMS.

3. STAGING AREAS SHALL BE AS INDICATED. STAGING AREAS

SHALL BE FENCED AND SHALL BE MAINTAINED BY THE

CONTRACTOR. (SEE SPECIFICATIONS SECTION: "SPECIAL WORK

CONDITIONS"). STAGING AREAS SHALL BE CLEARED OF DEBRIS

AND CONTRACTOR INSTALLED AMENITIES AT THE COMPLETION

AND ACCEPTANCE OF WORK IN THE AREA.

4. UNLESS OTHERWISE APPROVED BY THE CONTRACTING

OFFICER, EXCESS EQUIPMENT MAY ONLY BE STORED IN

APPROVED STORAGE/STAGING AREAS OR TEMPORARY AREAS

IN THE IMMEDIATE VICINITY OF THE BEACHFILL PLACEMENT

SITE. THE CONTRACTING OFFICER RESERVES THE RIGHT TO

LIMIT SUCH AREAS AS DEEMED NECESSARY. OPERATION OF

GRADING AND OTHER CONSTRUCTION EQUIPMENT WILL NOT BE

PERMITTED OUTSIDE THE WORK AREA LIMITS EXCEPT FOR

INGRESS AND EGRESS OF THE SITE AT APPROVED LOCATIONS.

THE STACKING OF DISCHARGE PIPES IN LAYERS EXCEEDING

TWO PIPES HIGH SHALL BE PROHIBITED IN ANY OF THE

STORAGE OR STAGING AREAS INCLUDING THE TEMPORARY

AREAS.

5. ALL EXISTING SIGNS, FENCES, OR OTHER STRUCTURES WITHIN

THE WORK LIMITS SHALL BE PROTECTED AND/OR REMOVED

AND LATER REPLACED BY THE CONTRACTOR AS DIRECTED BY

THE CONTRACTING OFFICER IN ACCORDANCE WITH THE

SPECIFICATIONS AND STANDARDS FOR THE CITY OF VIRGINIA

BEACH.

6. FOR CONSTRUCTION BASELINE TYPICAL CROSS-SECTIONS SEE

SHEETS CB401 TO CB407.

7. A PRELIMINARY ASSESSMENT (HTRW) REPORT FOR THE BEACH

FILL SITE IS ON FILE IN THE NORFOLK DISTRICT FOR THE

CONTRACTOR'S REVIEW. THE REPORT TITLED "PRELIMINARY

ASSESSMENT (HTRW), FEASIBILITY PHASE BEACH EROSION

CONTROL AND HURRICANE PROTECTION SANDBRIDGE BEACH,

VIRGINIA BEACH, VIRGINIA" PREPARED BY RANDALL C. BORN,

P.E.

8. FILL SHALL NOT BE PLACED WITHIN 10 FT. OF EXISTING

BUILDINGS, COTTAGES, SUPPORT PILINGS, AND DECK

STRUCTURES. THE CONTRACTOR SHALL NOT OPERATE

EQUIPMENT ON PRIVATE PROPERTY.

9. ELEVATIONS (IN FEET) REFERRED TO THE NORTH AMERICAN

VERTICAL DATUM OF 1988. SUBSTANTIAL CHANGES TO BEACH

ELEVATIONS AND STRUCTURES HAVE OCCURRED.

10. BEACH AREAS IDENTIFIED ON THESE PLANS SHALL BE FILLED

TO ELEVATION +7.5 NAVD 88. THIS WILL REQUIRE INCIDENTAL

FILL PLACEMENT WESTWARD OF THE CONSTRUCTION BASELINE

(SEE DETAIL SHTS.).

11. CONTRACTOR SHALL PREPARE AND SUBMIT A PLAN, TO BE

APPROVED BY THE COR, TO PREVENT FLOW OR PONDING OF

DREDGE EFFLUENT WEST OF THE CONSTRUCTION BASELINE

ONTO UN-BULKHEADED PRIVATELY OWNED PROPERTIES OR

PRIVATELY OWNED PROPERTIES WITH COLLAPSED BULKHEADS.

12. CONSTRUCTION BASELINE SHOWN ON SHEETS CB101 TO CB106

AND CONSTRUCTION BASELINE HORIZONTAL COORDINATE

TABLE ON CB601.

13. THE CONTRACTOR WILL TAKE APPROPRIATE PRECAUTIONS TO

NOT DAMAGE THE LITTLE ISLAND PARK PIER STRUCTURE WHEN

IT IS NECESSARY TO WORK WITHIN THE VICINITY OF THE PIER.

ANY DAMAGE TO THE PIER STRUCTURE, DUE TO NEGLIGENCE

BY THE CONTRACTOR, WILL BE REPAIRED OR REPLACED AT THE

CONTRACTOR'S EXPENSE.

GENERAL SURVEY NOTES:

1. TOPOGRAPHIC INFORMATION SHOWN REFLECTS THE

CONDITIONS EXISTING AT THE TIME OF THE SURVEY.

TOPOGRAPHY AND CONDITIONS HAVE CHANGED

CONSIDERABLY SINCE THE SURVEY WAS CONDUCTED.

2. COORDINATES ARE IN U.S. SURVEY FOOT REFERRED TO THE

VIRGINIA STATE GRID (SOUTH ZONE) AND ARE BASED ON NAD 83

HORIZONTAL DATUM.

3. ELEVATIONS ARE IN FEET REFERRED TO THE NORTH AMERICAN

VERTICAL DATUM OF 1988.

GENERAL UTILITY NOTES:

1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND

WERE DERIVED FROM EXISTING UTILITY DRAWINGS PROVIDED

BY EACH OF THE INDIVIDUAL UTILITY COMPANIES.

2. OVERHEAD UTILITIES PARALLELING SANDFIDDLER ROAD,

ELECTRIC, TELEPHONE AND CABLE TV ARE GENERALLY STRUNG

FROM POLE TO POLE AND HAVE BEEN IDENTIFIED WITH AN "OH".

THE TOTAL NUMBER OF WIRES STRUNG FROM POLE TO POLE

ARE INDICATED BY THE NUMBER OF SLASHES.

3. EXISTING TOPOGRAPHIC FEATURES SUCH AS VALVES, METERS,

SERVICE ENTRANCE LOCATIONS, ETC. WERE FIELD VERIFIED

AND ARE SHOWN HEREON.

4. LOCATIONS ALONG THE OCEANFRONT WHERE BULKHEADS ARE

BEING REPLACED EXPERIENCE ELEVATION CHANGES DAILY.

5. AERIAL PHOTOGRAPHY CAPTURED IN MARCH 2004 FOR THE

CITY OF VIRGINIA BEACH.

BORROW AREA DREDGE VOLUMES

LOCATION AVAILABLE MATERIAL (CY)

BORROW AREA A 1,485,758.0

D R

-30

-25-25

-25

-20 -20

-20-20

-15 -15 -15 -15

-10 -10 -10 -10

-5

-2

-29

-28

-27

-26

-26-2

-26

-24-24

-24

-23 -23

-23

-22 -22

-21

-21 -21

-19

-19-19-19

-18 -18 -18 -18-17 -17 -17 -17

-16 -16 -16 -16

-14 -14 -14 -14 -13 -13 -13 -13 -12

-12 -12 -12 -11 -11 -11 -11

-9 -9 -9 -9 -8 -8 -8 -8 -7 -7 -7 -7

-6-6-6

-6 -6

-6

-4 -3-2-1

10 11 12 13 14 15

7.57 77.57.577.5

-5 -6 -4

-2 -3

0 -1

-5 -4 -3

-2 -1 0 1 2 3 4

-5 -4 -3

-2 -10

-5-3 -4 -2

-10

R/W R/W R/W

R/W

R /W

R/W

R/W R/W R/W

L1L2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20L21L22L23L24

O :\B

C H

\A C

U R

\S \S

G E\

-1 1-

- T

D W

G 6:

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB101

H R

U R

T G

N (1

E 2%

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

400'0 200'

12236000.000 12237000.000

12240000.000 12241000.000

D R

-25

-25-25

-20

-15 -15 -15

-10-10 -10

-27 -27

-27

-26

-26 -26

-24

-24 -24

-23

-22

-21

-19

-18 -18

-18 -17

-17 -17-16

-16 -16

-14 -14 -14-13 -13 -13-12 -12 -12-11 -11 -11 -9-9 -9-8 -8-8

-7 -6

8 8

7.577.57.5

-5 -4

-3 -2

-1

-8 -7

-6 -5 -3 -4

-2-1

-10 -9 -8

-7 -6-5

-4 -3 -2

-1

5 6 77.5

-6

R /W

/WR

/W R

L21L22L23L24L25L26L27L28L29L30L31L32L33L34L35 L36

L37L38L39L40

L42

L43L44L45L46L47L48

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\A C

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\S \S

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-1 1-

- T

D W

G 6:

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB102

H R

U R

T G

N (2

E 2%

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

N O

400'0 200'

12234000.0 12235000.0

12238000.0 12239000.0

D R

-30 -30

-25

-25-25

-20

-15

-10-10 -10

-29

-28

-27

-26

-26 -26

-24-24

-24 -24

-24

-23

-23 -22

-22

-22 -21

-21

-19

-19 -18

-18

-17

-16

-14

-14 -13

-13

-13 -12

-12 -12

-11 -11

-11

-9-9 -9 -8 -8

-8

-7 -7

-7 -6

10911

10 8

7.5 77.5

77.5

-4 -3

-2 -1

-8 -7 -5-6

-4 -3 -2 -1 0 1 2 34

-6-5 -4

-3 -2

-1

677.5

L45L46L47L48L49L50L51L52L53L54L55L56L57L58L59L60L61L62L63L64L65L66L67L68L69

O :\B

C H

\A C

U R

\S \S

G E\

-1 1-

- T

D W

G 6:

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB103

H R

U R

T G

N (3

E 2%

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

400'0 200'

12233000.0 12234000.0

12237000.0 12238000.0

D R

-30

-25

-20-20

-20

-15 -15 -15

-10-10-10

-5

-29

-28

-27

-26

-24

-23

-22

-22 -21

-21

-19-19 -19 -18

-18 -18

-17 -17 -17

-16 -16 -16

-14 -14 -14 -13 -13 -13 -12 -12 -12 -11 -11 -11

-9-9-9 -8-8-8 -7 -7 -7

-6-6-6

8 8

77.577.577.5

-5 -5 -4-3 -2-10

677.5

-4 -3

-2 -1

0 1 2 3

4 5

-5 -4

-3 -2

-1

L66L67L68L69L70L71L72L73L74L75L76L77L78L79L80L81L82L83L84L85L86L87L88L89L90L91L92L93

O :\B

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\A C

U R

\S \S

G E\

-1 1-

- T

D W

G 6:

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB104

H R

U R

T G

N (4

E 2%

N O

N T

N O

, V

_C O

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-1 1-

_S O

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C O

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O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

N O

400'0 200'

12235000.0 12236000.0

D R

-25

-20 -20

-15 -15

-10-10

-5

-28

-27

-26

-24

-23

-22 -22

-21 -21

-19 -19

-18 -18

-17 -17

-16 -16

-14 -14-13 -13-12 -12-11 -11 -9-9 -8-8 -7-7 -6

9 9

91011

16 15

8 8

7.5 7.577.5

-6 -5

-4 -3

-2 -1

-7 -6

-7 -8

-7 -6

-4 -3

-2 -1

R/W

R/WR/W

R/W

L89L90L91L92L93L94L95L96L97L98L99L100L101L102L103L104L105L106L107L108L109L110L111L112L113L114L115

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\A C

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\S \S

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-1 1-

- T

D W

G 6:

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB105

H R

U R

T G

N (5

E 2%

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

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O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

N O

400'0 200'

12230000.0

12233000.0 12234000.0

D R

-30

-25

-20-20 -20

-15 -15 -15

-10-10 -10

-5-5 -5

-31

-29

-28

-27

-26

-24

-24 -24

-23-23

-23

-23 -23

-22 -22

-22

-21-21 -21

-19-19 -19 -18

-18 -18-17 -17 -17-16 -16 -16

-14 -14 -14-13 -13 -13-12 -12 -12-11 -11 -11

-9-9 -9 -8-8-8

-7 -7 -6 -6

-4-3-2-1

1011 10

9 9

77.57.57.5

-7 -9

-8

-5 -4

-3 -1-2

0 1 2 3

5 6 7

-5 -3

-4 -2 -1

1 2 3 4 5

R/W

R/W R/W

R /W

R/W

R/W R/W

R/W

R/W R/W R/W R/WR/WR/W

L107L108L109L110L111L112L113L114L115L116L117L118L119L120L121L122L123L124L125L126L127L128

O :\B

C H

\A C

U R

\S \S

G E\

-1 1-

- T

D W

G 6:

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB106

H R

U R

T G

N (6

E 2%

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

400'0 200'

12228000.0 12229000.0

12232000.0 12233000.0

D R

SB-A29

SB-A28

SB-A27

SB-A26

SB-A25

SB-A24

ATLAN

TIC

O C

EAN

SB-A22

SB-A18

SB-A17

SB-A16 SB-A15

SB-A11

SB-A07

21 N 3430761.82 E 12272334.76

N 3426750.10 E 12274517.80N 3426702.20

E 12256793.20

NO DREDGING

WITHIN THIS AREA

EBB

FLOOD

CURRENT PROJECT DREDGING

LIMITS OF BORROW AREA "A"

SHEET LEGEND

PROPOSED DREDGE PIPELINE CORRIDOR

NO DREDGING AREA

PROJECT DREDGING LIMITS

NOTE:

1. REFER TO SHEET B-001 FOR CONSTRUCTION BASELINE COORDINATES.

N 3429020.62 E 12255943.24

N 3427194.59 E 12256612.35

PROPOSED DREDGE PIPELINE CORRIDOR FORAREA A

42 40

R500'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

O :\B

C H

\A C

U R

\S \S

G E\

-1 1-

D W

G 6:

_B &W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB107

R O

W A

F O

R D

E 2%

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

PLAN

NORTH

0 2000'1000'

12144000.00012148000.00012152000.00012156000.00012160000.00012164000.00012168000.00012172000.00012176000.00012180000.00012184000.00012188000.00012192000.00012196000.00012200000.00012204000.00012208000.00012212000.00012216000.00012220000.00012224000.00012228000.00012232000.00012236000.00012240000.00012244000.00012248000.00012252000.00012256000.00012260000.00012264000.00012268000.00012272000.00012276000.00012280000.00012284000.00012288000.00012292000.00012296000.00012300000.00012304000.00012308000.00012312000.00012316000.00012320000.00012324000.00012328000.000

D R

5+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

10+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

15+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

20+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

25+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

30+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

35+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

40+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

45+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

AREA A

:\B R

H \A

\C U

R R

-1

.P S\

- T

W G

C _B

&W .S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB401

H R

U R

R M

N S

U E

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

D R

50+00

-10

0 50 100 150 200 250 300 350 4000-50

55+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

60+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

65+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

70+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

75+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

80+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

85+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

90+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

-8 .5

AREA A

:\B R

H \A

\C U

R R

-1

.P S\

- T

W G

C _B

&W .S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB402

H R

U R

R M

N (2

R M

N S

U E

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

D R

95+00

-10

0 50 100 150 200 250 300 350 4000-50

100+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

105+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

110+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

115+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

120+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

125+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

130+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

135+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

AREA A

:\B R

H \A

\C U

R R

-1

.P S\

- T

W G

C _B

&W .S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB403

H R

U R

R M

N S

U E

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

D R

140+00

-10

0 50 100 150 200 250 300 350 4000-50

145+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

150+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

155+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

160+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

165+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

170+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

175+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

180+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

O :\B

C H

\A C

U R

\S \S

G E\

-1 1-

- T

D W

G 6:

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB404

H R

U R

R M

N S

U E

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

D R

185+00

-10

0 50 100 150 200 250 300 350 4000-50

190+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

195+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

200+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

205+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

210+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

215+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

220+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

225+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

O :\B

C H

\A C

U R

\S \S

G E\

-1 1-

- T

D W

G 6:

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB405

H R

U R

R M

N S

U E

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

D R

230+00

-10

0 50 100 150 200 250 300 350 4000-50

235+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

240+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

245+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

250+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

255+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

260+00

-20

-10

0 50 100 150 200 250 300 350 4000-50

265+00

-30

-20

-10

-30

-20

-10

0 50 100 150 200 250 300 350 4000-50

270+00

-20

-10

-20

-10

0 50 100 150 200 250 300 350 4000-50

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

G R

K O

O :\B

C H

\A C

U R

\S \S

G E\

-1 1-

- T

D W

G 6:

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB406

H R

U R

R M

N S

U E

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

D R

272+70.89

-10

0 50 100 150 200 250 300 350 4000-50

TOTAL VOLUME: BERM 7.5'

STATION

2+80.56

5+00.00

10+00.00

15+00.00

20+00.00

25+00.00

30+00.00

35+00.00

40+00.00

45+00.00

50+00.00

55+00.00

60+00.00

65+00.00

70+00.00

75+00.00

80+00.00

85+00.00

90+00.00

95+00.00

100+00.00

105+00.00

110+00.00

115+00.00

120+00.00

125+00.00

130+00.00

135+00.00

140+00.00

145+00.00

150+00.00

155+00.00

160+00.00

165+00.00

170+00.00

175+00.00

180+00.00

185+00.00

190+00.00

195+00.00

200+00.00

205+00.00

210+00.00

215+00.00

220+00.00

225+00.00

230+00.00

235+00.00

240+00.00

245+00.00

250+00.00

255+00.00

260+00.00

265+00.00

270+00.00

272+70.89

FILL AREA

0.00

1376.27

1548.72

1496.49

1267.60

1571.41

1459.02

1646.72

1617.11

1614.61

1805.51

1678.29

1906.86

1670.19

1798.03

1802.28

1821.98

1715.92

1466.05

1659.55

1416.64

1597.14

1457.08

1406.98

1616.10

1678.18

1570.03

1497.17

1416.24

1477.95

1527.77

1490.58

1533.91

1500.37

1542.98

1466.29

1417.33

1577.38

1474.31

1522.83

1609.01

1482.72

1472.55

1562.75

1649.58

1543.65

1736.13

1785.60

1573.81

1460.87

1289.16

1465.52

1565.08

1605.53

1467.68

0.00

FILL VOL

0.00

5592.77

26551.31

28775.25

24585.35

27035.40

27831.99

28756.78

30549.91

29613.35

31367.84

32527.96

32885.18

33457.43

32113.21

33594.03

32966.15

32758.33

29900.40

28761.04

28483.24

27905.38

28279.78

26519.07

26759.02

31366.67

30873.28

28400.01

26313.73

26798.06

27830.82

28231.54

27740.36

28095.19

27720.73

28865.35

26117.04

27728.81

28256.45

28013.40

28998.53

28627.14

27135.65

28104.55

29743.80

28344.16

31418.34

32833.33

31105.63

27823.36

26043.82

25278.13

27812.80

29552.29

28700.43

7135.98

CUMULATIVE FILL VOL

0.00

5592.77

32144.08

60919.33

85504.68

112540.08

140372.07

169128.85

199678.77

229292.12

260659.95

293187.91

326073.09

359530.52

391643.73

425237.76

458203.91

490962.25

520862.65

549623.68

578106.92

606012.30

634292.08

660811.15

687570.17

718936.84

749810.12

778210.12

804523.85

831321.91

859152.73

887384.27

915124.63

943219.82

970940.54

999805.90

1025922.93

1053651.74

1081908.19

1109921.59

1138920.12

1167547.26

1194682.91

1222787.46

1252531.26

1280875.42

1312293.76

1345127.09

1376232.72

1404056.08

1430099.90

1455378.03

1483190.83

1512743.11

1541443.54

1548579.52

CUMULATIVE CUT VOL

0.00

NET VOLUME

0.00

-5592.77

-32144.08

-60919.33

-85504.68

-112540.08

-140372.07

-169128.85

-199678.77

-229292.12

-260659.95

-293187.91

-326073.09

-359530.52

-391643.73

-425237.76

-458203.91

-490962.25

-520862.65

-549623.68

-578106.92

-606012.30

-634292.08

-660811.15

-687570.17

-718936.84

-749810.12

-778210.12

-804523.85

-831321.91

-859152.73

-887384.27

-915124.63

-943219.82

-970940.54

-999805.90

-1025922.93

-1053651.74

-1081908.19

-1109921.59

-1138920.12

-1167547.26

-1194682.91

-1222787.46

-1252531.26

-1280875.42

-1312293.76

-1345127.09

-1376232.72

-1404056.08

-1430099.90

-1455378.03

-1483190.83

-1512743.11

-1541443.54

-1548579.52

O :\B

C H

\A C

U R

\S \S

G E\

-1 1-

- T

D W

G 6:

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB407

H R

U R

R M

N S

U E

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

D R

BEACH BERM BASE LINE : HORIZONTAL ALIGNMENT

NUMBER

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

L51

L52

L53

L54

L55

L56

L57

L58

L59

L60

BEARING

N22° 02' 19.5"W

N22° 48' 58.2"W

N20° 00' 22.6"W

N19° 17' 21.9"W

N19° 41' 28.9"W

N22° 57' 28.2"W

N68° 39' 00.9"E

N19° 22' 33.7"W

N15° 57' 12.6"W

N19° 35' 07.8"W

N21° 04' 30.0"W

N21° 43' 21.7"W

N35° 57' 42.9"W

N19° 40' 24.2"W

N18° 16' 31.2"W

N19° 37' 56.4"W

N20° 31' 07.3"W

N21° 34' 17.6"W

N19° 11' 44.4"W

N19° 45' 37.3"W

N18° 40' 01.6"W

N18° 06' 16.3"W

N19° 43' 13.3"W

N19° 34' 32.9"W

N16° 20' 59.7"W

N13° 23' 37.0"W

N17° 56' 19.4"W

N19° 23' 52.3"W

N19° 43' 03.3"W

N16° 13' 32.7"W

N12° 46' 28.6"W

N18° 58' 49.6"W

N18° 59' 46.9"W

N20° 21' 05.1"W

N20° 02' 14.6"W

S59° 09' 57.7"E

N17° 15' 55.2"W

N17° 11' 02.0"W

N17° 16' 09.8"W

N20° 10' 20.3"W

N76° 28' 00.8"W

N19° 43' 50.5"W

N38° 43' 37.2"E

N18° 42' 19.7"W

N19° 53' 13.5"W

N18° 38' 42.1"W

N16° 23' 49.0"W

N19° 29' 05.8"W

N18° 23' 50.1"W

N19° 45' 29.8"W

N19° 40' 36.8"W

N19° 39' 28.5"W

N18° 54' 46.9"W

N12° 09' 55.6"W

N18° 17' 06.8"W

N17° 10' 58.2"W

N21° 41' 09.1"W

N21° 54' 49.2"W

N22° 27' 17.1"W

N21° 08' 58.1"W

DISTANCE

311.65'

189.61'

342.27'

157.74'

380.10'

119.96'

0.20'

320.45'

179.77'

150.77'

349.46'

152.69'

65.53'

284.52'

218.21'

282.09'

193.95'

306.11'

92.48'

407.73'

24.80'

474.93'

301.14'

199.07'

237.94'

82.32'

180.54'

415.85'

83.98'

72.57'

125.01'

303.53'

486.94'

13.34'

16.21'

1.58'

485.36'

259.58'

240.69'

430.93'

30.38'

105.00'

29.83'

431.82'

404.11'

95.42'

335.68'

165.49'

356.51'

143.17'

157.72'

342.39'

250.11'

251.97'

295.90'

203.91'

173.14'

317.32'

10.51'

9.64'

START COORDINATES (N, E)

3420313.91, 12239199.99

3420602.79, 12239083.05

3420777.56, 12239009.53

3421099.18, 12238892.43

3421248.06, 12238840.32

3421605.93, 12238712.25

3421716.39, 12238665.45

3421716.46, 12238665.64

3422018.76, 12238559.32

3422191.61, 12238509.91

3422333.66, 12238459.37

3422659.75, 12238333.70

3422801.59, 12238277.19

3422854.63, 12238238.71

3423122.54, 12238142.93

3423329.75, 12238074.50

3423595.44, 12237979.72

3423777.09, 12237911.74

3424061.76, 12237799.19

3424149.10, 12237768.78

3424532.82, 12237630.94

3424556.32, 12237623.00

3425007.74, 12237475.41

3425291.21, 12237373.80

3425478.78, 12237307.10

3425707.09, 12237240.12

3425787.18, 12237221.05

3425958.94, 12237165.44

3426351.18, 12237027.33

3426430.23, 12236999.00

3426499.91, 12236978.72

3426621.82, 12236951.08

3426908.85, 12236852.36

3427369.27, 12236693.86

3427381.78, 12236689.22

3427397.01, 12236683.66

3427396.20, 12236685.02

3427859.69, 12236540.96

3428107.68, 12236464.28

3428337.52, 12236392.82

3428742.02, 12236244.22

3428749.12, 12236214.68

3428847.96, 12236179.24

3428871.23, 12236197.90

3429280.24, 12236059.41

3429660.25, 12235921.95

3429750.66, 12235891.44

3430072.69, 12235796.68

3430228.70, 12235741.48

3430566.99, 12235628.97

3430701.73, 12235580.57

3430850.23, 12235527.46

3431172.67, 12235412.28

3431409.28, 12235331.21

3431655.59, 12235278.11

3431936.55, 12235185.28

3432131.36, 12235125.04

3432292.24, 12235061.06

3432586.64, 12234942.63

3432596.35, 12234938.62

END COORDINATES (N, E)

3420602.79, 12239083.05

3420777.56, 12239009.53

3421099.18, 12238892.43

3421248.06, 12238840.32

3421605.93, 12238712.25

3421716.39, 12238665.45

3421716.46, 12238665.64

3422018.76, 12238559.32

3422191.61, 12238509.91

3422333.66, 12238459.37

3422659.75, 12238333.70

3422801.59, 12238277.19

3422854.63, 12238238.71

3423122.54, 12238142.93

3423329.75, 12238074.50

3423595.44, 12237979.72

3423777.09, 12237911.74

3424061.76, 12237799.19

3424149.10, 12237768.78

3424532.82, 12237630.94

3424556.32, 12237623.00

3425007.74, 12237475.41

3425291.21, 12237373.80

3425478.78, 12237307.10

3425707.09, 12237240.12

3425787.18, 12237221.05

3425958.94, 12237165.44

3426351.18, 12237027.33

3426430.23, 12236999.00

3426499.91, 12236978.72

3426621.82, 12236951.08

3426908.85, 12236852.36

3427369.27, 12236693.86

3427381.78, 12236689.22

3427397.01, 12236683.66

3427396.20, 12236685.02

3427859.69, 12236540.96

3428107.68, 12236464.28

3428337.52, 12236392.82

3428742.02, 12236244.22

3428749.12, 12236214.68

3428847.96, 12236179.24

3428871.23, 12236197.90

3429280.24, 12236059.41

3429660.25, 12235921.95

3429750.66, 12235891.44

3430072.69, 12235796.68

3430228.70, 12235741.48

3430566.99, 12235628.97

3430701.73, 12235580.57

3430850.23, 12235527.46

3431172.67, 12235412.28

3431409.28, 12235331.21

3431655.59, 12235278.11

3431936.55, 12235185.28

3432131.36, 12235125.04

3432292.24, 12235061.06

3432586.64, 12234942.63

3432596.35, 12234938.62

3432605.34, 12234935.14

BEACH BERM BASE LINE : HORIZONTAL ALIGNMENT

NUMBER

L61

L62

L63

L64

L65

L66

L67

L68

L69

L70

L71

L72

L73

L74

L75

L76

L77

L78

L79

L80

L81

L82

L83

L84

L85

L86

L87

L88

L89

L90

L91

L92

L93

L94

L95

L96

L97

L98

L99

L100

L101

L102

L103

L104

L105

L106

L107

L108

L109

L110

L111

L112

L113

L114

L115

L116

L117

L118

L119

L120

BEARING

N22° 23' 41.8"W

N19° 18' 09.4"W

N18° 06' 15.2"W

N18° 50' 53.7"W

N18° 33' 46.2"W

N18° 57' 39.0"W

N17° 51' 43.8"W

N20° 33' 44.6"W

N19° 33' 51.9"W

N19° 28' 28.4"W

N17° 56' 08.2"W

N18° 00' 38.2"W

N18° 47' 02.6"W

N17° 05' 59.7"W

N18° 31' 43.6"W

N20° 39' 45.0"W

N15° 36' 08.1"W

N19° 03' 31.8"W

N21° 53' 39.8"W

N19° 16' 23.6"W

N14° 24' 03.5"W

N18° 14' 17.4"W

N16° 54' 52.9"W

N17° 58' 53.9"W

N17° 14' 09.7"W

N17° 35' 14.1"W

N17° 07' 46.1"W

N19° 11' 54.1"W

N16° 25' 28.5"W

N09° 58' 00.7"W

N19° 52' 33.4"W

N19° 26' 10.9"W

N20° 10' 27.2"W

N17° 49' 38.5"W

N18° 47' 11.4"W

N16° 36' 20.4"W

N18° 18' 06.9"W

N17° 16' 25.5"W

N15° 07' 56.1"W

N18° 24' 55.1"W

N20° 10' 22.0"W

N11° 05' 17.7"W

N17° 03' 41.1"W

N18° 44' 07.7"W

N17° 12' 43.5"W

N18° 07' 00.0"W

N18° 24' 56.0"W

N20° 19' 07.8"W

N19° 07' 11.6"W

N17° 05' 16.4"W

N17° 24' 42.8"W

N21° 13' 03.0"W

N21° 30' 50.5"W

N19° 55' 58.7"W

N19° 57' 57.0"W

N21° 31' 49.1"W

N35° 21' 14.0"W

N18° 30' 55.1"W

N17° 14' 12.4"W

N15° 03' 30.5"W

DISTANCE

490.46'

234.59'

265.80'

407.86'

92.09'

89.12'

411.40'

441.66'

58.07'

58.72'

309.50'

115.99'

15.80'

253.43'

247.28'

183.11'

318.11'

346.25'

153.18'

176.04'

124.31'

200.44'

309.75'

190.47'

107.87'

392.49'

193.53'

305.26'

367.83'

35.62'

98.39'

191.41'

308.10'

184.94'

315.46'

281.07'

219.61'

323.40'

75.14'

101.49'

352.59'

104.59'

44.70'

44.24'

456.40'

182.03'

318.14'

333.80'

166.10'

297.31'

203.99'

211.62'

286.00'

328.28'

172.26'

282.86'

40.65'

178.13'

279.75'

87.89'

START COORDINATES (N, E)

3432605.34, 12234935.14

3433058.81, 12234748.28

3433280.21, 12234670.73

3433532.86, 12234588.14

3433918.84, 12234456.37

3434006.14, 12234427.06

3434090.42, 12234398.10

3434481.99, 12234271.92

3434895.51, 12234116.79

3434950.23, 12234097.34

3435005.59, 12234077.77

3435300.05, 12233982.46

3435410.36, 12233946.59

3435425.31, 12233941.51

3435667.54, 12233866.99

3435902.01, 12233788.41

3436073.34, 12233723.79

3436379.73, 12233638.24

3436706.99, 12233525.17

3436849.13, 12233468.05

3437015.30, 12233409.95

3437135.71, 12233379.03

3437326.08, 12233316.30

3437622.43, 12233226.18

3437803.60, 12233167.37

3437906.63, 12233135.41

3438280.77, 12233016.82

3438465.72, 12232959.82

3438754.00, 12232859.43

3439106.82, 12232755.43

3439141.90, 12232749.27

3439234.43, 12232715.81

3439414.93, 12232652.12

3439704.13, 12232545.86

3439880.19, 12232489.24

3440178.84, 12232387.65

3440448.19, 12232307.33

3440656.69, 12232238.37

3440965.50, 12232142.34

3441038.03, 12232122.72

3441134.32, 12232090.66

3441465.28, 12231969.07

3441567.92, 12231948.96

3441610.65, 12231935.84

3441652.55, 12231921.63

3442088.51, 12231786.58

3442261.51, 12231729.98

3442563.35, 12231629.48

3442876.39, 12231513.57

3443033.32, 12231459.16

3443317.51, 12231371.80

3443512.15, 12231310.76

3443709.42, 12231234.17

3443975.50, 12231129.29

3444284.11, 12231017.37

3444446.02, 12230958.55

3444709.14, 12230854.74

3444742.30, 12230831.22

3444911.21, 12230774.65

3445178.39, 12230691.76

END COORDINATES (N, E)

3433058.81, 12234748.28

3433280.21, 12234670.73

3433532.86, 12234588.14

3433918.84, 12234456.37

3434006.14, 12234427.06

3434090.42, 12234398.10

3434481.99, 12234271.92

3434895.51, 12234116.79

3434950.23, 12234097.34

3435005.59, 12234077.77

3435300.05, 12233982.46

3435410.36, 12233946.59

3435425.31, 12233941.51

3435667.54, 12233866.99

3435902.01, 12233788.41

3436073.34, 12233723.79

3436379.73, 12233638.24

3436706.99, 12233525.17

3436849.13, 12233468.05

3437015.30, 12233409.95

3437135.71, 12233379.03

3437326.08, 12233316.30

3437622.43, 12233226.18

3437803.60, 12233167.37

3437906.63, 12233135.41

3438280.77, 12233016.82

3438465.72, 12232959.82

3438754.00, 12232859.43

3439106.82, 12232755.43

3439141.90, 12232749.27

3439234.43, 12232715.81

3439414.93, 12232652.12

3439704.13, 12232545.86

3439880.19, 12232489.24

3440178.84, 12232387.65

3440448.19, 12232307.33

3440656.69, 12232238.37

3440965.50, 12232142.34

3441038.03, 12232122.72

3441134.32, 12232090.66

3441465.28, 12231969.07

3441567.92, 12231948.96

3441610.65, 12231935.84

3441652.55, 12231921.63

3442088.51, 12231786.58

3442261.51, 12231729.98

3442563.35, 12231629.48

3442876.39, 12231513.57

3443033.32, 12231459.16

3443317.51, 12231371.80

3443512.15, 12231310.76

3443709.42, 12231234.17

3443975.50, 12231129.29

3444284.11, 12231017.37

3444446.02, 12230958.55

3444709.14, 12230854.74

3444742.30, 12230831.22

3444911.21, 12230774.65

3445178.39, 12230691.76

3445263.26, 12230668.92

BEACH BERM BASE LINE : HORIZONTAL ALIGNMENT

NUMBER

L121

L122

L123

L124

L125

L126

L127

L128

BEARING

N19° 36' 46.4"W

N21° 11' 53.2"W

N23° 14' 50.4"W

N30° 23' 01.0"W

N21° 04' 14.0"W

N16° 35' 05.6"W

N18° 17' 37.0"W

N21° 17' 49.9"W

DISTANCE

133.85'

120.18'

161.17'

57.30'

161.80'

178.08'

323.89'

187.72'

START COORDINATES (N, E)

3445263.26, 12230668.92

3445389.35, 12230623.99

3445501.40, 12230580.53

3445649.49, 12230516.92

3445698.92, 12230487.94

3445849.90, 12230429.77

3446020.57, 12230378.94

3446328.09, 12230277.27

END COORDINATES (N, E)

3445389.35, 12230623.99

3445501.40, 12230580.53

3445649.49, 12230516.92

3445698.92, 12230487.94

3445849.90, 12230429.77

3446020.57, 12230378.94

3446328.09, 12230277.27

3446502.98, 12230209.09

O :\B

C H

\A C

U R

\S \S

G E\

-1 1-

- T

D W

G 6:

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

CB601

H B

E H

O R

U E

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

D R

C H

G E-

(L O

R O

GREEN BUOY

NO. 11 (FL G)(MB)

RED BUOY

NO. 12 (FL R)(MB)

C H

VIRGINIA BEACH

ATLANTIC OCEAN

OCEAN

I 264

N LA

NDSTOWN R

SANDBRIDGE RD

DAM NECK RD

E H

W Y

STATE HWY 165

STATE H

Y 615

INDIAN RIVER RD

ATLANTIC

AVE

SANDPIPER RD

W N

K R

U S H

W Y 60

RUDEE INLET

LOCATION OF WORK

BORROW

AREA B

BORROW

AREA A

S AVE

SANDBRIDGE RD

THIMBLE SHOAL CHANNEL

ATLANTIC OCEAN

CHANNEL O

:\B

C H

\A C

U R

\S \S

G E\

-1 1-

D W

G 6:

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

B-001

N O

(B O

R R

O W

A R

E 2%

N O

N T

N O

, V

_C O

N U

-1 1-

_S O

N U

E R

O N

C O

O L

H U

R R

O N

P R

C T

R B

H N

O U

H M

H , V

-1

.P S

M . L

Z- R

/J . W

GRAPHIC SCALE

2 0 2 4

SCALE MILES

LOCATION MAP

NOTES

DENOTES ARCHAEOLOGICAL REMOTE SENSING TARGET, WITH 200' RADIUS BUFFER.

LEGEND

SURVEY OF SANDBRIDGE BORROW AREA WAS DONE BY SCHNABEL ENGINEERING.

COORDINATES OF BORROW AREAS

LOCATION EAST (X) NORTH (Y)

A A

12,252,203.90 3,439,204.80 12,272,334.76 3,430,761.82

A 12,274,517.80 3,426,750.10 A 12,256,793.20 3,426,702.20 B 12,257,202.90 3,457,517.78 B B B

12,247,671.33 3,451,993.91 12,249,033.90 3,448,060.10 12,264,590.47 3,444,392.36

THE LAST BEACH NOURISHMENT AT SANDBRIDGE TOOK PLACE IN 2013.

DATUM DIAGRAM

(SCALE: 1"=1')

(BOX 1)

EAST (X) NORTH (Y)

12,256,303.99 3,431,458.98 12,257,647.39 3,431,698.07 12,258,507.99 3,432,781.98 12,260,010.99 3,432,798.98

BORROW AREA: THIS PROJECT WILL DREDGE MATERIAL FROM THE

BOEM-DESIGNATED SANDBRIDGE SHOAL BORROW AREA A. BORROW AREA A

WAS LAST DREDGED IN 2013, BY BOTH THE US NAVY AND USACE FOR SEPARATE

RENOURISHMENT PROJECTS. THE CONTRACTOR SHALL ONLY DREDGE IN THE

DESIGNATED AREAS IDENTIFIED IN THE PLANS, TO THE DREDGE ELEVATIONS

NOTED IN THE PLANS. DREDGE ELEVATIONS ARE NOTED IN FT, MLLW.

MEAN LOWER LOW WATER (MLLW), NATIONAL TIDAL DATUM EPOCH

(NTDE) OF 1983-2001, AS DETERMINED BY THE NATIONAL OCEAN

SERVICE (NOS) AT DUCK, NORTH CAROLINA, AND WAS TRANSFERRED

TO THE WORK SITE USING A TIDAL ZONING PLAN FURNISHED BY NOS.

SOUNDINGS ARE IN FEET REFERRED TO NOS MLLW AND WERE CONDUCTED

ON AUGUST 13TH, AUGUST 14TH, AND AUGUST 15TH 2018.

COORDINATES ARE REFERRED TO THE VIRGINIA STATE PLANE

COORDINATE SYSTEM, SOUTH ZONE IN U.S. SURVEY FEET, AND ARE

BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83).

DENOTES BORING LOCATIONS ELEVATIONS ON TOP OF

BORING LOGS DO NOT REFLECT AS IS ELEVATIONS IN AREAS

OF PAST SAND MINING. ELEVATIONS ON LOGS ARE

REFERENCED TO MLW.

PLAN

NORTH

DREDGING LIMITS WITHIN A

12,259,289.99 3,431,441.98 12,257,886.63 3,431,258.25 12,257,036.99 3,430,020.98

(BOX 2)

EAST (X) NORTH (Y)

DREDGING LIMITS WITHIN A

(AVOIDANCE AREAS)

EAST (X) NORTH (Y)

12,256,303.99 3,431,458.98 12,257,647.39 3,431,698.07 12,258,507.99 3,432,781.98

ANOMOLIES WITHIN A

12260010.99 3432798.98

12260587.60 3431578.29

12260431.16 3431578.29

12260431.16 3431177.77

12261589.46 3431180.77

12261589.46 3431259.73

12262199.99 3431407.98

12261428.99 3430037.98

12260000.00 3430125.78

12259289.99 3431441.98

D R

EBB

FLOOD

SB-A29

SB-A28

SB-A27

SB-A26

SB-A25

SB-A24

LIMITS OF BORROW AREA B

ATLAN

TIC

O C

EAN

SANDPIPER RD

BEAC

FILL AR

LIMITS OF BORROW AREA A

CURRENT PROJECT

DREDGING LIMITS OF

BORROW AREA "A"

18SBB-01

18SBB-02 18SBB-03

18SBB-04 18SBB-05

18SBB-06 18SBB-07 18SBB-08 18SBB-09 18SBB-10 18SBB-11

18SBB-12

18SBB-1318SBB-1418SBB-1518SBB-1618SBB-17

18SBB-71

18SBB-70

18SBB-69

18SBB-68

18SBB-67

18SBB-66

18SBB-65

18SBB-64

18SBB-63

18SBB-62

18SBB-61

18SBB-60.5

18SBB-60

18SBB-59 18SBB-58 18SBB-57 18SBB-56 18SBB-55 18SBB-54 18SBB-53 18SBB-52 18SBB-51

18SBB-5018SBB-4918SBB-4818SBB-47

18SBB-46

18SBB-4518SBB-4418SBB-4318SBB-42

18SBB-41 18SBB-40

18SBB-39 18SBB-38 18SBB-37 18SBB-36 18SBB-35 18SBB-34

18SBB-33

18SBB-32

18SBB-31

18SBB-3018SBB-29

18SBB-28

18SBB-27

18SBB-2618SBB-2518SBB-2418SBB-2318SBB-22

18SBB-21 18SBB-20 18SBB-19 18SBB-18

SB-A22

SB-A18

SB-A17

SB-A16 SB-A15

SB-A11

SB-A07

SB-B16

SB-B12

SB-B07

SB-B06

N 3429020.62 E 12255943.24

N 3427194.59 E 12256612.35

N 3428134.33 E 12241251.77

N 3429873.67 E 12240632.57

S AVE

NO DREDGING

WITHIN THIS AREA

N 3430761.82 E 12272334.76

N 3439204.89 E 12252203.90

N 3426750.10 E 12274517.80

N 3426702.20 E 12256793.20

N 3451993.91 E 12247671.33

N 3448060.10 E 12249033.90

N 3457517.78 E 12257202.90

N 3444392.36 E 12264590.47

BACK BAY

SHEET LEGEND

P…

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File details come from the government source that posted it. Updated Jan 8, 2026.