Kitty Hawk Design Revision 08012022

N
91
2
0
0
0
N
86
2
0
0
0
E 29
8
7
0
0
0
E 29
3
7
0
0
0
N
91
2
0
0
0
N
86
2
0
0
0
E 29
8
7
0
0
0
E 29
3
7
0
0
0
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

5
:
0
5
p
m

-

f
d
e
l
o
r
r
i
o

CO
V
E
R

S
H
E
E
T
FD AS

N
O
T
E
D
CV-1
1
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
NORTH DARE COUNTY BEACHES
TOWN OF KITTY HAWK
RENOURISHMENT PROJECT
DARE COUNTY, NORTH CAROLINA
INDEX TO SHEETS
1
2
3-4
5-11
12-16
17
18
COVER SHEET
CONTROL DATA
OVERALL PLAN VIEWS
BEACH FILL PLAN VIEWS
BEACH FILL PROFILES
BORROW AREA A PLAN VIEW
BORROW AREA A CROSS-SECTIONS
LOCATION MAP
N
ATLANTIC
OCEAN
BORROW
AREA A
CURRITUCK
SOUND
KITTY
HAWK
BAY
TOWN OF
SOUTHERN
SHORES
TOWN OF
KITTY
HAWK
TOWN OF
KILL DEVIL
HILLS
CHARLOTTE
GREENSBORO
RALEIGH
JACKSONVILLE OUTER
PAMI
L
I
C
O
SOUN
D
SOUTH CAROLINA
VIRGINIA
CAPE HATTERAS
CAPE
LOOKOUT
NORT
H

C
A
R
O
L
I
N
A
ATLANTIC
OCEAN
CURRITUCK
SOUND
DARE
COUNTY
PROJECT
LOCATION
CURRITUCK
COUNTY
PAMILICO
SOUND
CAPE
FEAR
ATLANTIC
OCEAN
BANK
S
TALLAHASSEE
GRAPHIC SCALE IN FT
1600080000
8
.
3
'

S
T
A
T
U
T
E

M
I
L
E
S
TOWN
OF
DUCK
6.
2
'

S
T
A
T
U
T
E

M
I
L
E
S
1
1
.
0
'

S
T
A
T
U
T
E

M
I
L
E
S
PROJECT
LIMITS
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
_
C
D
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

4
:
3
5
p
m

-

f
d
e
l
o
r
r
i
o
CO
N
T
R
O
L

D
A
T
A
FD AS

N
O
T
E
D
CD-1
2
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
VERTICAL CONTROL DATA
BENCHMARK CONTROL POINTS
1.COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983
(NAD83).
2.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88).
3.SURVEYS FOR PAYMENT (BEFORE AND AFTER DREDGE) SHALL COMMENCE AT
THE COORDINATES SHOWN AND CONTINUE A MINIMUM DISTANCE OF 250 FT.
SEAWARD OF THE CONSTRUCTION TOE OF FILL ALONG THE AZIMUTH
PROVIDED.
4.EACH STATION DESIGNATED AS A PAYMENT PROFILE SHALL BE SURVEYED BY
THE CONTRACTOR BEFORE AND AFTER BEACH PLACEMENT FOR THE PURPOSE
OF CALCULATING PAYMENT QUANTITIES. NO SUBSTITUTES IN PAY PROFILE
STATIONS OR AZIMUTHS SHALL BE CONSIDERED.
NOTES:
ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88). THE APPROXIMATE RELATION BETWEEN NAVD88 AND OTHER
DATUMS AT NOAA TIDAL BENCHMARK 8651370 (DUCK, FRF PIER) FOR
THE PROJECT ARE AS FOLLOWS:
MEAN HIGHER HIGH WATER 1.50 FEET
MEAN HIGH WATER 1.18 FEET
NAVD88 0.00 FEET
MEAN SEA LEVEL -0.42 FEET
NGVD29 -0.96 FEET
MEAN LOW WATER -2.05 FEET
MEAN LOWER LOW WATER -2.19 FEET
FW0050 2,970,021.75 871,368.17 30.85 DISK
FW0061 2,977,204.86 859,358.84 9.17 DISK
DK3521 2,979,783.79 854,412.25 11.64 DISK
ID EASTING NORTHING ELEV. DESC.
TOWN OF KITTY HAWK
BEACH RENOURISHMENT PAY PROFILES
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
ATLANTIC
OCEAN
TOWN OF KITTY HAWK
18
9
+
8
7
17
9
+
8
8
16
0
+
0
0
14
9
+
9
9
13
8
+
2
8
13
0
+
3
3
11
9
+
9
9
10
9
+
9
9
10
0
+
0
0
89
+
5
7
80
+
1
5
70
+
0
3
60
+
5
0
50
+
2
8
16
9
+
7
0
VIRGINIA DARE TRAIL NORTH
B
E
A
C
O
N

D
R
W
K
I
T
T
Y

H
A
W
K

R
D
18
4
+
9
0
N 85
4
0
0
0
N
N 87
0
0
0
0
N 86
5
0
0
0
N 86
0
0
0
0
N 86
0
0
0
0
N 85
4
0
0
0
N. CROATAN HWY
LANDWARD
DUNE CREST
SEAWARD DUNE
CREST
TOE OF DUNE APPROXIMATE SHIPWRECK
FRAGMENTS LOCATION. SEE
NOTE #4
APPROXIMATE SHIPWRECK
FRAGMENTS LOCATION. SEE
NOTE #4
LANDWARD DUNE
CREST
SEAWARD DUNE
CREST
TOE OF DUNE
17
4
+
7
9
16
5
+
0
0
15
5
+
0
0
14
5
+
0
0
13
5
+
0
0
12
5
+
0
0
11
5
+
0
0
10
5
+
0
0
95
+
0
0
85
+
0
0
75
+
0
0
65
+
0
0
55
+
0
0
45
+
0
0
ST
A
T
I
O
N

1
8
9
+
8
7
SO
U
T
H
E
R
N

P
R
O
J
E
C
T

L
I
M
I
T
2022 MLW (-2.05')
2022 MHW (1.18')
LANDWARD BERM CREST
SEAWARD BERM CREST
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 4, 2021 PLANS
SUBLINE NO. 3
E
29
7
0
0
0
0
E
29
7
5
0
0
0
E
29
8
0
0
0
0
E
29
8
0
0
0
0
E
29
7
5
0
0
0
N 86
5
0
0
0
APPROXIMATE SHIPWRECK
FRAGMENTS LOCATION.
SEE NOTE 4.
SUBLINE NO. 4
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

5
:
0
4
p
m

-

f
d
e
l
o
r
r
i
o

OV
E
R
A
L
L

P
L
A
N

V
I
E
W
FD AS

N
O
T
E
D
OV-1
3
1
8/
1
/
2
0
2
2
DU
N
E

U
P
D
A
T
E
D

B
E
T
W
E
E
N

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
0 500 1000
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME ON-SHORE WITHIN
100 METERS OF THE SHIPWRECK FRAGMENTS.
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
NOTES:
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
MA
T
C
H

L
I
N
E

O
V
-
2
E
29
7
5
0
0
0
TOWN OF
SOUTHERN SHORES
40
+
2
4
30
+
0
6
20
+
0
3
9+
9
9
0+
0
0
SS
-
0
1
SS
-
0
2
E
29
7
0
0
0
0
SS
-
0
3
SS
-
0
4
SS
-
0
5
SS
-
0
6
SS
-
0
7
SS
-
0
8
SS
-
0
9
SS
-
1
0
SS
-
1
1
N 87
5
0
0
0
N 88
0
0
0
0
N 88
0
0
0
0
N 87
0
0
0
0
N 87
0
0
0
0
E
29
7
0
0
0
0
E
29
7
5
0
0
0
E
29
6
5
0
0
0
E
29
6
5
0
0
0
OCEAN BOULEVARD
BY
R
D

S
T
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S
N 87
5
0
0
0
ATLANTIC
OCEAN
5+
0
0
15
+
0
0
25
+
0
0
35
+
0
0
2022 MLW (-2.05')
2022 MHW (1.18')
LANDWARD BERM CREST
SEAWARD BERM CREST
SEAWARD TOE OF FILL
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 4, 2021 PLANS
SUBLINE NO. 5
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

5
:
0
3
p
m

-

f
d
e
l
o
r
r
i
o

OV
E
R
A
L
L

P
L
A
N

V
I
E
W
FD AS

N
O
T
E
D
OV-2
4
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
0 500 1000
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
NOTES:
MA
T
C
H

L
I
N
E

O
V
-
2
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
ATLANTIC
OCEAN
TOWN OF
KILL DEVIL HILLS
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
16
4
+
0
0
16
6
+
0
0
16
7
+
0
0
16
8
+
0
0
16
9
+
0
0
169+7017
1
+
0
0
17
2
+
0
0
17
3
+
0
0
17
4
+
0
0
17
6
+
0
0
17
7
+
0
0
17
8
+
0
0
17
9
+
0
0
179+88
18
1
+
0
0
18
2
+
0
0
18
3
+
0
0
18
4
+
0
0
184+9018
6
+
0
0
18
7
+
0
0
18
8
+
0
0
18
9
+
0
0
189+8719
1
+
0
0
19
2
+
0
0
19
3
+
0
0
WH
I
T
E

S
T
SR

1
2
7
5
TA
T
E
W
A
Y

R
D
WI
L
L
A

L
N
VIRGINIA DARE TRAIL NORTH
WH
I
T
E

S
T
SR

1
2
7
5
TA
T
E
W
A
Y

R
D
SI
B
B
E
R
N

D
R
I
V
E
TO
W
N

O
F

K
I
L
L

D
E
V
I
L

H
I
L
L
S
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
POSEIDON ST
WI
L
L
A

L
N
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
174+79
165+00
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
PROJECT
BASELINE
SEAWARD
TOE OF FILL
LANDWARD
DUNE CREST
SEAWARD DUNE CREST
LANDWARD
BERM CREST
TOE OF DUNE
SEE NOTE #5
SEAWARD
BERM CREST
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 4, 2021
PLANS
2022 MHW (1.18')
2022 MLW (-2.05')
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

4
:
5
9
p
m

-

f
d
e
l
o
r
r
i
o

PL
A
N

V
I
E
W
FD AS

N
O
T
E
D
PV-1
5
1
8/
1
/
2
0
2
2
DU
N
E

U
P
D
A
T
E
D

B
E
T
W
E
E
N

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
MA
T
C
H

L
I
N
E

P
V
-
2
0 100 200
GRAPHIC SCALE IN FT
N
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 185+50 TO 190+80 AND 144+00 TO 164+00.
THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD LIMIT OF FILL".
5.INTERSECTION OF TOE OF DUNE AND EXISTING GRADE WILL BE BASED ON CONDITIONS AT TIME OF
CONSTRUCTION .
6.LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
IN ACCORDANCE WITH NCAC 07K .0212
7.LANDWARD DUNE SLOPE WILL BE THE NATURAL ANGLE OF REPOSE.
NOTES:
ATLANTIC
OCEAN
13
4
+
0
0
13
6
+
0
0
13
7
+
0
0
138+2813
9
+
0
0
14
0
+
0
0
14
1
+
0
0
14
2
+
0
0
14
3
+
0
0
14
4
+
0
0
14
6
+
0
0
14
7
+
0
0
14
8
+
0
0
14
9
+
0
0
149+9915
1
+
0
0
15
2
+
0
0
15
3
+
0
0
15
4
+
0
0
15
6
+
0
0
15
7
+
0
0
15
8
+
0
0
15
9
+
0
0
160+0016
1
+
0
0
16
2
+
0
0
16
3
+
0
0
VIRGINIA DARE TRAIL NORTH -

N
.
C
.

1
2
KI
T
T
Y

H
A
W
K

R
D
SR
1
2
0
0
HALLETT ST
HALLETT ST
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
KI
T
T
Y

H
A
W
K

R
D
SR
1
2
0
0
HU
R
D
L
E

S
T
HALLETT ST
HALLETT ST
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N
AZ
I
M
U
T
H

5
9
.
6
°
155+00
145+00
135+00
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
SUBLINE NO. 3
2022 MHW (1.18')
SEAWARD BERM CREST
SEAWARD TOE OF FILL
2022 MLW (-2.05')
PROJECT
BASELINE
STAGING AREA
APPROXIMATE SHIPWRECK
FRAGMENTS LOCATION. SEE
NOTES 9 AND 10.
CONSTRUCTION
ACCESS
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 4, 2021
PLANS
LANDWARD DUNE CREST
DUNE ELEVATION TRANSITIONS FROM
18 FT. NAVD88 AT STATION 157+00
TO 15 FT. NAVD88 AT STATION 157+50
SEAWARD DUNE CREST
(15 FT NAVD88)
LANDWARD DUNE CREST
SEAWARD DUNE CREST
(18 FT NAVD88)
TOE OF DUNE
SEE NOTE #5
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 185+50 TO 190+80 AND 144+00 TO 164+00.
THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD LIMIT OF FILL".
5.INTERSECTION OF TOE OF DUNE AND EXISTING GRADE WILL BE BASED ON CONDITIONS AT TIME OF
CONSTRUCTION.
6.LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
IN ACCORDANCE WITH NCAC 07K .0212
7.THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS.
BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS.
8.TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS
OF THE SHIPWRECK FRAGMENTS.
9.UPON COMPLETION OF THE TOWN OF KITTY HAWK PROJECT, CONSTRUCTION ACCESSES AND STAGING AREAS
SHALL NO LONGER BE USED AND SHALL BE RESTORED WITHIN 14 DAYS.
10.LANDWARD DUNE SLOPE WILL BE THE NATURAL ANGLE OF REPOSE.
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

4
:
5
8
p
m

-

f
d
e
l
o
r
r
i
o

PL
A
N

V
I
E
W
FD

AS

N
O
T
E
D
PV-2
6
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
MA
T
C
H

L
I
N
E

P
V
-
3
MA
T
C
H

L
I
N
E

P
V
-
1
0 100 200
GRAPHIC SCALE IN FT
N
NOTES:
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
10
4
+
0
0
10
6
+
0
0
10
7
+
0
0
10
8
+
0
0
10
9
+
0
0
109+9911
1
+
0
0
11
2
+
0
0
11
3
+
0
0
11
4
+
0
0
11
6
+
0
0
11
7
+
0
0
11
8
+
0
0
11
9
+
0
0
119+9912
1
+
0
0
12
2
+
0
0
12
3
+
0
0
12
4
+
0
0
12
6
+
0
0
12
7
+
0
0
12
8
+
0
0
12
9
+
0
0
130+33
13
1
+
0
0
13
2
+
0
0
13
3
+
0
0
VIRGINIA DARE TRAIL NORTH -

N
.
C
.

1
2
LINDBERGH AVE
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
VIRGINIA DARE TRAIL NORTH -

N
.
C
.

1
2
HI
S
T
O
R
I
C

S
T
ST
A
R
F
I
S
H

L
A
N
E
SR

1
4
0
0
W
L
I
L
L
I
A
N

S
T
LINDBERGH AVE
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
125+00
115+00
105+00
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
1
.
5
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
1
.
5
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

5
9
.
6
°
2022 MHW (1.18')
2022 MLW (-2.05')
PROJECT
BASELINE
LANDWARD
BERM CREST
SEAWARD
TOE OF FILL
SEAWARD
BERM CREST
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 4, 2021
PLANS
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

4
:
5
5
p
m

-

f
d
e
l
o
r
r
i
o

PL
A
N

V
I
E
W
FD AS

N
O
T
E
D
PV-3
7
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
MA
T
C
H

L
I
N
E

P
V
-
4
0 100 200
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
IN ACCORDANCE WITH NCAC 07K.0212
NOTES:
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
MA
T
C
H

L
I
N
E

P
V
-
2
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
ATLANTIC
OCEAN
TOWN OF KITTY HAWK
74
+
0
0
76
+
0
0
77
+
0
0
78
+
0
0
79
+
0
0
80+15
81
+
0
0
82
+
0
0
83
+
0
0
84
+
0
0
86
+
0
0
87
+
0
0
88
+
0
0
89+5790
+
0
0
91
+
0
0
92
+
0
0
93
+
0
0
94
+
0
0
96
+
0
0
97
+
0
0
98
+
0
0
99
+
0
0
100+0010
1
+
0
0
10
2
+
0
0
10
3
+
0
0
VIRGINIA DARE TRAIL NORTH - N.C. 12
HA
W
K
S

S
T
E
B
A
L
C
H
E
N

S
T
VIRGINIA DARE TRAIL NORTH - N.C. 12
HA
W
K
S

S
T
E
B
A
L
C
H
E
N

S
T
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
1
.
5
°
95+00 85+00 75+00
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
1
.
5
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
2022 MHW (1.18')
2022 MLW (-2.05')
SEAWARD
TOE OF FILL
LANDWARD
BERM CREST
APPROXIMATE SHIPWRECK
FRAGMENTS LOCATION.
SEE NOTES 5 AND 6.
SEAWARD
BERM CREST
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 4, 2021
PLANS
SUBLINE NO. 4
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

4
:
5
5
p
m

-

f
d
e
l
o
r
r
i
o

PL
A
N

V
I
E
W
FD AS

N
O
T
E
D
PV-4
8
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
MA
T
C
H

L
I
N
E

P
V
-
5
MA
T
C
H

L
I
N
E

P
V
-
3
0 100 200
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
IN ACCORDANCE WITH NCAC 07K .0212
5.THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS.
BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS.
6.TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS
OF THE SHIPWRECK FRAGMENTS.
NOTES:
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
ATLANTIC
OCEAN
TOWN OF KITTY HAWK
44
+
0
0
46
+
0
0
47
+
0
0
48
+
0
0
49
+
0
0
50+2851
+
0
0
52
+
0
0
53
+
0
0
54
+
0
0
56
+
0
0
57
+
0
0
58
+
0
0
59
+
0
0
60+5062
+
0
0
63
+
0
0
64
+
0
0
66
+
0
0
67
+
0
0
68
+
0
0
69
+
0
0
70+0371
+
0
0
72
+
0
0
73
+
0
0
BL
E
R
I
O
T

S
T
VIRGINIA DARE TRAIL NORTH - N.C. 12
LU
K
E

S
T
EC
K
N
E
R

S
T
BL
E
R
I
O
T

S
T
E
W
I
L
K
I
N
S

S
T
LINDBERGH AVE
65+00 55+00 45+00
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
SEAWARD TOE OF FILL
SEAWARD BERM CREST
LANDWARD
BERM CREST
PROJECT
BASELINE
APPROXIMATE SHIPWRECK
FRAGMENTS LOCATION.
SEE NOTES 5 AND 6.
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 4, 2021
PLANS
2022 MHW (1.18')
2022 MLW (-2.05')
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

4
:
4
8
p
m

-

f
d
e
l
o
r
r
i
o

PL
A
N

V
I
E
W
FD AS

N
O
T
E
D
PV-5
9
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
MA
T
C
H

L
I
N
E

P
V
-
6
MA
T
C
H

L
I
N
E

P
V
-
4
0 100 200
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
IN ACCORDANCE WITH NCAC 07K .0212
5.THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS.
BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS.
6.TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS
OF THE SHIPWRECK FRAGMENTS.
NOTES:
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
ATLANTIC
OCEAN
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20+0321
+
0
0
22
+
0
0
23
+
0
0
24
+
0
0
26
+
0
0
27
+
0
0
28
+
0
0
29
+
0
0
30+0631
+
0
0
32
+
0
0
33
+
0
0
34
+
0
0
36
+
0
0
37
+
0
0
38
+
0
0
39
+
0
0
40+2441
+
0
0
42
+
0
0
43
+
0
0
VIRGINIA DARE TRAIL NORTH - N.C. 12
FO
N
C
K

S
T
MA
Y
N
A
R
D

S
T
LINDBERGH AVE
FO
N
C
K

S
T
MA
Y
N
A
R
D

S
T
BE
N
N
E
T
T

S
T
LINDBERGH AVE
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
35+00
25+00
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
2
°
SUBLINE NO. 5
2022 MHW (1.18')
2022 MLW (-2.05')
PROJECT
BASELINE
LANDWARD
BERM CREST
SEAWARD TOE OF FILL
SEAWARD BERM CREST
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 4, 2021 PLANS
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

4
:
4
6
p
m

-

f
d
e
l
o
r
r
i
o

PL
A
N

V
I
E
W
FD AS

N
O
T
E
D
PV-6
10
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
MA
T
C
H

L
I
N
E

P
V
-
7
MA
T
C
H

L
I
N
E

P
V
-
5
0 100 200
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
IN ACCORDANCE WITH NCAC 07K .0212

NOTES:
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
ATLANTIC
OCEAN
TOWN OF SOUTHERN SHORES
TOWN OF KITTY HAWK
-1
4
+
0
0
-1
3
+
0
0
-1
2
+
0
0
-1
1
+
0
0
SS-01-9
+
0
0
-8
+
0
0
-7
+
0
0
-6
+
0
0
-5
+
0
0
-4
+
0
0
-3
+
0
0
-2
+
0
0
-1
+
0
0
0+00
1+
0
0
2+
0
0
3+
0
0
4+
0
0
6+
0
0
7+
0
0
8+
0
0
9+
0
0
9+9911
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
PELICAN WATCH WAY
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
TO
W
N

O
F

S
O
U
T
H
E
R
N

S
H
O
R
E
S
VIR
G
I
N
I
A

D
A
R
E

T
R
A
I
L
NOR
T
H

-

N
.
C
.

1
2
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
BY
R
D

S
T
15+00
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
5+00
CO
N
S
T
R
U
C
T
I
O
N

A
Z
I
M
U
T
H

6
2
.
6
°
SEAWARD BERM CREST
PROJECT
BASELINESTAGING
AREA
LANDWARD
BERM CREST
SEAWARD TOE OF FILL
SEE NOTE #6
CONSTRUCTION
ACCESS CONSTRUCTION
ACCESS
KITTY HAWK PIER2022 MHW (1.18')
2022 MLW (-2.05')
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 4, 2021 PLANS
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

4
:
4
5
p
m

-

f
d
e
l
o
r
r
i
o

PL
A
N

V
I
E
W
FD

AS

N
O
T
E
D
PV-7
11
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
MA
T
C
H

L
I
N
E

P
V
-
6
0 100 200
GRAPHIC SCALE IN FT
N
LEGEND:
1+80 BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4.LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
IN ACCORDANCE WITH NCAC 07K .0212
5.UPON COMPLETION OF THE TOWN OF KITTY HAWK PROJECT, CONSTRUCTION ACCESSES AND STAGING AREAS
SHALL NO LONGER BE USED AND SHALL BE RESTORED WITHIN 14 DAYS.
6.TRANSITION BETWEEN KITTY HAWK PROJECT AND SOUTHERN SHORES PROJECT WILL BE DETERMINED AT THE TIME
OF CONSTRUCTION.
NOTES:
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 0+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 5+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 9+99
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 15+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 20+03
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 25+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 30+06
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 35+00
-20
-15
-10
-5
0
5
10
15
20
-20
-15
-10
-5
0
5
10
15
20
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 40+24
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G

2
+
4
9
.
5
RN
G

1
+
9
6
.
1
RN
G

2
+
1
9
.
6
RN
G

2
+
0
3
.
7
RN
G

2
+
0
4
.
2
RN
G

2
+
2
5
.
1
RN
G

2
+
0
0
.
8
RN
G

3
+
2
5
.
4
RN
G

3
+
3
8
.
5
RN
G

3
+
4
6
.
3
RN
G

3
+
2
0
.
7
EL. 6.0'
EL. 6.0'
EL. 6.0'EL. 6.0'
EL. 6.0'
EL. 6.0'EL. 6.0'
EL. 6.0'
EL. 6.0'
RN
G

4
+
7
6
.
2
RN
G

4
+
8
8
.
4
RN
G

4
+
7
8
.
6
RN
G

4
+
6
0
.
7
RN
G

3
+
2
9
.
6
RN
G

4
+
9
7
.
6
RN
G

3
+
1
9
.
6
RN
G

3
+
2
7
.
3
RN
G

5
+
2
5
.
3
RN
G

3
+
0
2
.
5
RN
G

5
+
0
9
.
5
RN
G

3
+
3
6
.
1
RN
G

5
+
0
0
.
1
RN
G

4
+
6
7
.
0
10
1
10
1
10
1
10
1
10
1
10
1
10
1
10
1
10
1
RN
G

2
+
1
9
.
9
RN
G

2
+
5
3
.
5
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
X
S
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

4
:
4
3
p
m

-

f
d
e
l
o
r
r
i
o

BE
A
C
H

F
I
L
L

P
R
O
F
I
L
E
S
FD AS

N
O
T
E
D
XS-1
12
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
LEGEND:
EXISTING GRADE, MAY 31, 2022
DESIGN TEMPLATE
MEAN HIGH WATER LINE (MHW)
MEAN LOW WATER LINE (MLW)
TOLERANCE
0 10 20
VERTICAL GRAPHIC SCALE IN FT
0 100 200
HORIZONTAL GRAPHIC SCALE IN FT
NOTES:
1.ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
2.SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC.
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 135+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 138+28
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 145+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 149+99
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 155+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 160+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 165+00
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 169+70
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 174+79
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G

1
+
5
8
.
7
RN
G

1
+
5
2
.
7
RN
G

2
+
8
0
.
1
RN
G

1
+
0
6
.
9
EL. 6.0'
EL. 6.0'
EL. 6.0'
RN
G

3
+
7
9
.
2
RN
G

2
+
8
5
.
7
RN
G

3
+
9
5
.
7
RN
G

3
+
8
9
.
7
10
1
10
1
10
1
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G

2
+
8
6
.
8
EL. 6.0'
EL. 6.0'
EL. 6.0'
RN
G

5
+
2
6
.
9
RN
G

3
+
3
2
.
7
RN
G

5
+
1
2
.
7
RN
G

4
+
4
8
.
8
10
1
10
1
10
1
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G

1
+
8
5
.
2
RN
G

3
+
3
1
.
0
RN
G

1
+
6
9
.
6
EL. 6.0'
EL. 6.0'
EL. 6.0'
RN
G

5
+
1
2
.
6
RN
G

3
+
2
5
.
9
RN
G

5
+
0
3
.
9
RN
G

5
+
2
2
.
0
10
1
10
1
10
1
RN
G

2
+
6
6
.
2
RN
G

3
+
3
7
.
4
RN
G

3
+
2
4
.
6
3
1
3
1
RN
G

1
+
3
2
.
9
3
1
RN
G

1
+
0
7
.
0
RN
G

0
+
7
9
.
8
RN
G

1
+
5
4
.
9
RN
G

0
+
9
6
.
9
RN
G

0
+
7
1
.
0
EL. 15.0'
EL. 18.0'
EL. 18.0'
EL. 18.0'
3
1
RN
G

0
+
7
0
.
9
RN
G

1
+
0
6
.
8
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
X
S
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

4
:
3
8
p
m

-

f
d
e
l
o
r
r
i
o

BE
A
C
H

F
I
L
L

P
R
O
F
I
L
E
S
FD AS

N
O
T
E
D
XS-4
15
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
LEGEND:
EXISTING GRADE, MAY 31, 2022
DESIGN TEMPLATE
MEAN HIGH WATER LINE (MHW)
MEAN LOW WATER LINE (MLW)
TOLERANCE
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
0 10 20
VERTICAL GRAPHIC SCALE IN FT
0 100 200
HORIZONTAL GRAPHIC SCALE IN FT
NOTES:
1.ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
2.SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC.
3.THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 185+50 TO 190+80 AND 144+00 TO
164+00 FOR A TOTAL OF 2,530 LINEAR FEET. THE KITTY HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE OF
THE EXISTING STRUCTURES AS BEST AS PRACTICAL OR THE EXISTING SEAWARD FACE OF THE DUNE,
WHICHEVER IS FARTHER SEAWARD.
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 179+88
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 184+90
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 189+87
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
0 100 200 300 400 500 600 700 800
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G

1
+
6
6
.
0
RN
G

1
+
8
7
.
4
RN
G

3
+
2
1
.
9
RN
G

3
+
3
8
.
2
EL. 6.0'
EL. 6.0'
EL. 6.0'
RN
G

4
+
9
5
.
2
RN
G

3
+
2
5
.
3
RN
G

4
+
8
4
.
3
RN
G

4
+
6
7
.
9
10
1
10
1
10
1
RN
G

1
+
6
8
.
8
3
1
RN
G

1
+
2
5
.
0
RN
G

1
+
1
3
.
3
RN
G

1
+
5
2
.
0
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
0
7
2
7
2
0
2
2

U
p
d
a
t
e
\
K
H
_
D
u
n
e
_
0
7
-
2
7
-
2
0
2
2

U
p
d
a
t
e
-
X
S
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

4
:
3
6
p
m

-

f
d
e
l
o
r
r
i
o

BE
A
C
H

F
I
L
L

P
R
O
F
I
L
E
S
FD AS

N
O
T
E
D
XS-5
16
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
LEGEND:
EXISTING GRADE, MAY 31, 2022
DESIGN TEMPLATE
MEAN HIGH WATER LINE (MHW)
MEAN LOW WATER LINE (MLW)
TOLERANCE
0 10 20
VERTICAL GRAPHIC SCALE IN FT
0 100 200
HORIZONTAL GRAPHIC SCALE IN FT
NOTES:
1.ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
2.SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC.
3.THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 185+50 TO 190+80 AND 144+00 TO
164+00 FOR A TOTAL OF 2,530 LINEAR FEET. THE KITTY HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE OF
THE EXISTING STRUCTURES AS BEST AS PRACTICAL OR THE EXISTING SEAWARD FACE OF THE DUNE,
WHICHEVER IS FARTHER SEAWARD.
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
1
2
3
4
5
6
7 8 9
10
11
12
13
14
15
16 17
18
19
20
21
22
23
24
25
26
27
28
ATLANTIC
OCEAN
A'
A
N 847000
N 852000
N 842000 N 842000
N 847000
N 852000
E
3
0
1
5
0
0
0
E
3
0
2
0
0
0
0
E
3
0
2
5
0
0
0
E
3
0
1
5
0
0
0
DCVC-14-01
DCVC-14-02
DCVC-14-03
DCVC-14-13
DCVC-14-40\A
DCVC-14-41\A
DCVC-14-42\A
DCVC-14-43
DCVC-14-44\A
DCVC-14-45\A
DCVC-14-46\A
DCVC-14-47
DCVC-14-48
DCVC-14-50
DCVC-14-51
DCVC-14-52\A
DCVC-14-53
DCVC-14-54
DCVC-14-55\A
DCVC-14-56
DCVC-14-57\A
DCVC-14-58
DCVC-14-59
DCVC-14-60
DCVC-14-61
DCVC-14-63
DCVC-14-64
DCVC-14-65
DCVC-14-66
DCVC-14-67
DCVC-14-68
DCVC-14-69
DCVC-14-70
DCVC-14-71
DCVC-14-95
DCVC-14-96\A
DCVC-14-97\A
DCVC-14-98A
DCVC-14-99\A
DCVC-14-100\A
B
B'
29
30
31
32
33
34
35
36
37
38
DCVC-14-04
DCVC-14-05
DCVC-14-06
DCVC-14-07
DCVC-14-08
DCVC-14-09
DCVC-14-10
DCVC-14-11
DCVC-14-12
DCVC-14-14
DCVC-14-36
DCVC-14-37\A
DCVC-14-38
DCVC-14-39DCVC-14-49\A
DCVC-14-62
39
40
E
3
0
2
0
0
0
0
E
3
0
2
5
0
0
0
-68.0'
-65.0'
-58.5'
-65.5'
-63.0'
-66.0'
-60 -60
-60
-60
-60-58
-60-6
2
-60
-5
0
-60-5
0
-5
0
-5
0
-60
-60
-60
-6
0
-60
-60
-6
0
-60
-60
-60-60
-60
BORROW AREA COORDINATE TABLE
POINT ID
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
EASTING
3019370.9
3017204.5
3017798.4
3016995.7
3016928.0
3017357.5
3018654.8
3018932.5
3019568.9
3018120.0
3018069.8
3017289.0
3017302.1
3018139.0
3017637.6
3018653.3
3019763.8
3020753.7
3021081.7
3020569.7
3021352.1
3021047.1
3022507.8
3022106.3
3021784.4
3020836.5
3021646.9
3020574.6
3019847.3
3019168.0
3019995.4
3020095.7
3019106.0
3020217.4
3019742.8
3019120.7
3019748.5
3018069.8
3020197.4
3019050.6
NORTHING
854970.6
853123.7
852448.2
851633.8
851150.8
850708.4
850392.9
850596.0
849757.4
848511.3
846700.6
846700.2
843966.8
842988.7
840084.1
839011.8
838967.9
838966.2
844430.1
845124.3
846205.8
846601.5
847829.8
849556.7
850590.2
851593.4
852335.9
853476.8
852740.9
853414.4
854247.1
849063.5
848168.8
847888.2
845124.3
843430.3
843429.8
844635.9
846629.9
846678.1
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
K
H
-
K
D
H
-
S
S
-
2
0
2
1
_
B
A
-
A
_
P
V
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

4
:
3
3
p
m

-

f
d
e
l
o
r
r
i
o

BO
R
R
O
W

A
R
E
A

A

P
L
A
N

V
I
E
W
FD

AS

N
O
T
E
D
BA-A
17
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
GRAPHIC SCALE IN FT
200010000
N
BORROW
AREA A
VOLUME =
12,218,000 C.Y.
LEGEND:
MAXIMUM AFTER DREDGE ELEVATION (FT. NAVD88)
BATHYMETRIC CONTOUR
TAR CULTURAL RESOURCE AVOIDANCE AREA (NO
DREDGE ZONE/NO ANCHOR)
CPE-NC 2014 VIBRACORES
CPE-NC 2014 MAGNETIC ANOMALIES
CPE-NC 2014 SIDESCAN SONAR ANOMALIES
BORROW AREA COORDINATE ID (SEE TABLE)
TOWN OF SOUTHERN SHORES ALLOWABLE
DREDGE AREA VOLUME = 3,548,000 C.Y.
-66.0'
-64
1.COORDINATES ARE IN FEET BASED ON NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM,
NORTH AMERICAN DATUM OF 1983 (NAD83).
2.BATHYMETRIC SURVEY PERFORMED MAY 19 - 22,
2021 BY McKIM & CREED.
3.ELEVATIONS ARE IN FEET BASED ON THE NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
4.THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS
SHOWN ARE THE MAXIMUM DEPTHS ALLOWED
WITHIN THE BORROW AREA PER THE PERMITS AND
BASED ON THE AD SURVEY.
5.THE CONTRACTOR MAY DISTURB UP TO 2 FEET
BENEATH THE MAXIMUM AFTER DREDGE
ELEVATION WITH THEIR EQUIPMENT (MAXIMUM
DISTURBANCE ELEVATION).
6.THE MATERIAL USED TO CONSTRUCT THE
TEMPLATE AS SHOWN IN THE PLANS FOR THE
TOWN OF SOUTHERN SHORES SHALL COME
SOLELY FROM THE AREA OUTLINED WITHIN
BORROW AREA A, REFERENCED AS THE
“SOUTHERN SHORES ALLOWABLE DREDGE AREA.”
NO OTHER PORTIONS OF BORROW AREA A MAY BE
USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN
THE PLANS FOR THE TOWN OF SOUTHERN SHORES.
SEE TECHNICAL PROVISIONS 8.
NOTES:
37
-64
SOUTHERN SHORES
ALLOWABLE
DREDGE AREA
VOLUME =
3,548,000 C.Y.
MAXIMUM AD EL.
= -65.0' NAVD
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG SECTION (FEET)
SECTION A-A'
-100
-80
-60
-40
-20
-100
-80
-60
-40
-20
0+00 20+00 40+00 60+00 80+00 100+00 120+00 140+00 160+00 170+00
MAXIMUM AD EL.
= -58.5' NAVD
MAXIMUM AD EL.
= -63.0' NAVD
MAXIMUM AD EL.
= -68.0' NAVD
B-B'
DCVC-14-68
DCVC-14-66
DCVC-14-66
ED
G
E

O
F

B
O
R
R
O
W

A
R
E
A
ED
G
E

O
F

B
O
R
R
O
W

A
R
E
A
DC
V
C
-
1
4
-
1
2
DC
V
C
-
1
4
-
9
7
\
A
DC
V
C
-
1
4
-
7
0
DC
V
C
-
1
4
-
1
0
0
\
A
DC
V
C
-
1
4
-
5
0
DC
V
C
-
1
4
-
4
1
\
A
DC
V
C
-
1
4
-
3
6
DC
V
C
-
1
4
-
5
2
\
A
DC
V
C
-
1
4
-
0
4
DC
V
C
-
1
4
-
6
1
DC
V
C
-
1
4
-
6
4
DC
V
C
-
1
4
-
6
5
A A'
MAXIMUM DISTURBANCE
EL. = -67.0' NAVD
MAXIMUM DISTURBANCE
EL. = -60.5' NAVD MAXIMUM DISTURBANCE
EL. = -65.0' NAVD MAXIMUM DISTURBANCE
EL. = -70.0' NAVD
MAY 19-22, 2021 BATHYMETRY
BY McKIM & CREED
EL
E
V
A
T
I
O
N

(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG SECTION (FEET)
SECTION B-B'
-100
-80
-60
-40
-20
-100
-80
-60
-40
-20
0+00 20+00 40+00 60+00
MAY 19-22, 2021 BATHYMETRY
BY MCKIM & CREED
MAXIMUM AD EL.
= -58.5' NAVD
A-A'
MAXIMUM AD EL.
= -63.0' NAVD
DC
V
C
-
1
4
-
4
5
\
A
DC
V
C
-
1
4
-
5
6
ED
G
E

O
F

B
O
R
R
O
W

A
R
E
A
ED
G
E

O
F

B
O
R
R
O
W

A
R
E
A
DC
V
C
-
1
4
-
0
5
B B'
MAXIMUM AD EL.
= -65.5' NAVDMAXIMUM
DISTURBANCE
EL. = -65.0'
NAVD
MAXIMUM
DISTURBANCE
EL. = -60.5' NAVD
MAXIMUM
DISTURBANCE
EL. = -67.5' NAVD
APKW
KW
AP 6/
2
6
/
2
0
2
2
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
Dr
a
w
n

b
y
:
De
s
i
g
n
e
d

b
y
:
DRAWING NO.
Da
t
e
:
Pl
o
t

S
c
a
l
e
:
Re
v
i
e
w
e
d

b
y
:
Ch
e
c
k
e
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Co
m
m
.

N
o
.
:
No
.
Da
t
e
De
s
c
r
i
p
t
i
o
n
SHEET OF 18
TO
W
N

O
F

K
I
T
T
Y

H
A
W
K
BE
A
C
H

R
E
N
O
U
R
I
S
H
M
E
N
T

P
R
O
J
E
C
T
DA
R
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
Re
f
e
r
e
n
c
e

F
i
l
e
s
:
RE
V
I
S
I
O
N
S
COA
S
T
A
L

PRO
T
E
C
T
I
O
N

ENG
I
N
E
E
R
I
N
G
OF

NOR
T
H

CAR
O
L
I
N
A
,
INC
.
40
3
8

M
A
S
O
N
B
O
R
O

L
O
O
P

R
D
.
WI
L
M
I
N
G
T
O
N
,

N
C

2
8
4
0
9
PH
.

(
9
1
0
)
3
9
9
-
1
9
0
5
EN
G
I
N
E
E
R
I
N
G

L
I
C
E
N
S
E

C
E
R
T
I
F
I
C
A
T
E

#
:

C
-
2
3
3
1
HORIZONTAL GRAPHIC SCALE IN FT
200010000
VERTICAL GRAPHIC SCALE IN FT
20100
P:
\
P
r
o
j
e
c
t
s
\
U
S
A
\
N
C
\
D
a
r
e

C
o
u
n
t
y
\
_
C
O
U
N
T
Y
\
2
0
2
1
_
D
a
r
e

C
o
u
n
t
y

P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

S
e
r
v
i
c
e
s
\
C
A
D
\
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n

U
p
d
a
t
e
s
\
K
H
\
K
H
-
K
D
H
-
S
S
-
2
0
2
1
_
B
A
-
A
_
X
S
.
d
w
g

-

A
u
g

0
3
,

2
0
2
2

@

5
:
1
7
p
m

-

f
d
e
l
o
r
r
i
o

BO
R
R
O
W

A
R
E
A

A

C
R
O
S
S
-
S
E
C
T
I
O
N
S
FD AS

N
O
T
E
D
XS-6
18
1
8/
1
/
2
0
2
2
DU
N
E
S

U
P
D
A
T
E
D

B
E
T
W
E
E
N

S
T
A
.

1
4
4
+
0
0

A
N
D

1
6
4
+
0
0
1.ELEVATIONS ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88).
2.BATHYMETRIC SURVEY PERFORMED MAY 19 - 22, 2021 BY MCKIM & CREED.
3.THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS SHOWN ARE THE MAXIMUM
DEPTHS ALLOWED WITHIN THE BORROW AREA PER THE PERMITS AND
BASED ON THE AD SURVEY.
4.THE CONTRACTOR MAY DISTURB UP TO 2 FEET BENEATH THE MAX AD
ELEVATION WITH THEIR EQUIPMENT (MAXIMUM DISTURBANCE ELEVATION).
5.CORES MAY NOT FALL DIRECTLY ON THE CROSS SECTION LINE, BUT ARE
LOCATED SUFFICIENTLY CLOSE TO CONTAIN SIMILAR MATERIAL.
6.WIDTH OF LAYERS IS REPRESENTATIVE ONLY. ACTUAL MATERIAL MAY VARY.
NOTES: