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CS
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NORTH DARE COUNTY BEACHES
TOWN OF KILL DEVIL HILLS
BEACH RENOURISHMENT PROJECT
DARE COUNTY, NORTH CAROLINA
INDEX TO SHEETS
1
2
3
4-8
9-11
12
13
COVER SHEET
CONTROL DATA
OVERALL PLAN VIEW
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
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HILLS
CHARLOTTE
GREENSBORO
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S
TALLAHASSEE
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CD-1
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TOWNS OF KILL DEVIL HILLS
BEACH RENOURISHMENT PAY PROFILES
APKW
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3
1
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
KILL DEVIL HILLS
18
9
+
8
7
17
9
+
8
8
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A
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N
3
2
5
+
6
6
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4
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0
19
4
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0
19
9
+
9
3
20
9
+
7
4
21
4
+
8
7
22
0
+
0
0
22
4
+
9
2
22
9
+
8
3
23
5
+
1
3
24
0
+
4
2
24
5
+
1
2
24
9
+
8
2
25
4
+
9
9
26
0
+
1
7
26
4
+
8
3
26
9
+
4
9
27
4
+
6
5
27
9
+
8
1
28
4
+
9
0
28
9
+
9
9
29
4
+
9
6
29
9
+
9
2
30
4
+
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2
30
9
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1
31
4
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6
6
SO
U
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N
P
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C
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I
T
N 85
7
0
0
0
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+
8
4
E
29
8
5
0
0
0
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29
8
5
0
0
0
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29
9
0
0
0
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29
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0
0
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29
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29
8
0
0
0
0
N
E
N 85
2
0
0
0
N 84
7
0
0
0
N 84
7
0
0
0
N 85
2
0
0
0
STAGING AREA
A
S
H
V
I
L
L
E
D
R
.
5T
H
S
T
E
H
E
L
G
A
S
T
S CROATAN HWY
N VIRGINIA DARE TR
LANDWARD DUNE
CREST
SEAWARD DUNE
CREST
TOE OF DUNE
STAGING AREA
CONSTRUCTION ACCESS
TO
W
N
O
F
K
I
L
L
D
E
V
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L
H
I
L
L
S
TO
W
N
O
F
K
I
T
T
Y
H
A
W
K
SEAWARD TOE OF FILL
APRIL 14, 2022
MLW (-2.05')
APRIL 14, 2022 MHW (1.18')STAGING AREA
CONSTRUCTION ACCESS
LANDWARD LIMIT OF FILL
SEAWARD BERM CREST
AVALON PIER
APPROXIMATE SHIPWRECK
FRAGMENTS LOCATIONS.
SEE NOTE #4
P:
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FD AS
N
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3
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
APRIL 14, 2022 MEAN HIGH WATER (1.18')
APRIL 14, 2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
SUBLINE LOCATION
NOTES:
APKW
KW
AP 5/
1
7
/
2
0
2
2
Dr
a
w
n
b
y
:
De
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:
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.
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.
:
No
.
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INC
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40
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I
F
I
C
A
T
E
#
:
C
-
2
3
3
1
SUBLINE NO. 1
(STATION 295+50)
SUBLINE NO. 2
(STATION 223+50)
SEAWARD TOE OF FILL
AS SHOWN ON
FEBRUARY 15, 2021 PLANS
N VIRGINIA DARE TR
CO
R
A
L
D
R
LA
N
D
I
N
G
D
R
LO
W
E
L
L
A
V
E
TA
N
Y
A
D
R
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
°
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
2
°
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
2
°
ST
A
T
I
O
N
3
2
5
+
6
6
SO
U
T
H
E
R
N
P
R
O
J
E
C
T
L
I
M
I
T
29
7
+
0
0
29
8
+
0
0
29
9
+
0
0
299+9230
1
+
0
0
30
2
+
0
0
30
3
+
0
0
30
4
+
0
0
304+8230
6
+
0
0
30
7
+
0
0
30
8
+
0
0
30
9
+
0
0
309+7131
1
+
0
0
31
2
+
0
0
31
3
+
0
0
31
4
+
0
0
314+9231
6
+
0
0
31
7
+
0
0
31
8
+
0
0
31
9
+
0
0
32
1
+
0
0
32
2
+
0
0
32
3
+
0
0
32
4
+
0
0
32
5
+
0
0
325+66
PROJECT
BASELINE
LANDWARD
LIMIT OF FILL
A
S
H
V
I
L
L
E
D
R
.
BE
A
C
H
A
C
C
E
S
S
STAGING AREA
CONSTRUCTION
ACCESS
32
0
+
0
0
SEAWARD TOE OF FILL
SEAWARD BERM CRESTAPRIL 14, 2022
MLW (-2.05')
APRIL 14,2022
MHW (1.18')
APPROXIMATE SHIPWRECK
FRAGMENTS LOCATION.
SEE NOTES #4 AND #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
D
H
\
K
H
-
K
D
H
-
S
S
-
2
0
2
2
_
u
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g
-
M
a
y
1
7
,
2
0
2
2
@
1
2
:
3
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-1
4
MA
T
C
H
L
I
N
E
P
V
-
2
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.THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS.
BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS.
5.TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS
OF THE SHIPWRECK FRAGMENTS.
6.UPON COMPLETION OF THE TOWN OF KILL DEVIL HILLS PROJECT, CONSTRUCTION ACCESSES AND STAGING AREAS
SHALL NO LONGER BE USED AND SHALL BE RESTORED WITHIN 14 DAYS.
NOTES:
APKW
KW
AP 5/
1
7
/
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 13
TO
W
N
O
F
K
I
L
L
D
E
V
I
L
H
I
L
L
S
B
E
A
C
H
RE
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
LEGEND:
1+80 BASELINE STATION
APRIL 14, 2022 MEAN HIGH WATER (1.18')
APRIL 14, 2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
STAGING AREA
SEAWARD TOE OF FILL
AS SHOWN ON
FEBRUARY 15, 2021 PLANS
N VIRGINIA DARE TR
E
1
S
T
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
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
°
26
7
+
0
0
26
8
+
0
0
269+4927
1
+
0
0
27
2
+
0
0
27
3
+
0
0
27
4
+
0
0
274+6527
6
+
0
0
27
7
+
0
0
27
8
+
0
0
27
9
+
0
0
279+8128
1
+
0
0
28
2
+
0
0
28
3
+
0
0
28
4
+
0
0
284+9028
6
+
0
0
28
7
+
0
0
28
8
+
0
0
28
9
+
0
0
289+9929
1
+
0
0
29
2
+
0
0
29
3
+
0
0
29
4
+
0
0
294+96
29
6
+
0
0
PROJECT
BASELINE
SEAWARD TOE OF FILL
SEAWARD BERM CREST
APRIL 14, 2022
MLW (-2.05')
APRIL 14, 2022 MHW (1.18')
LANDWARD LIMIT OF FILL
APPROXIMATE SHIPWRECK
FRAGMENTS LOCATION.
SEE NOTES #4 AND #5
SUBLINE NO. 1
(STATION 295+50)
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
D
H
\
K
H
-
K
D
H
-
S
S
-
2
0
2
2
_
u
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g
-
M
a
y
1
7
,
2
0
2
2
@
1
2
:
3
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-2
5
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
APKW
KW
AP 5/
1
7
/
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 13
TO
W
N
O
F
K
I
L
L
D
E
V
I
L
H
I
L
L
S
B
E
A
C
H
RE
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
LEGEND:
1+80 BASELINE STATION
APRIL 14, 2022 MEAN HIGH WATER (1.18')
APRIL 14, 2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
SUBLINE LOCATION
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 CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS.
BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS.
5.TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS
OF THE SHIPWRECK FRAGMENTS.
NOTES:
SEAWARD TOE OF FILL
AS SHOWN ON
FEBRUARY 15, 2021 PLANS
N VIRGINIA DARE TR
5T
H
S
T
4T
H
S
T
AV
A
L
O
N
D
R
NEW BERN ST
E
D
U
R
H
A
M
S
T
E
G
R
E
E
N
S
B
O
R
O
S
T
RO
C
K
Y
M
O
U
N
T
S
T
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
0
.
5
°
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
0
.
5
°
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
1
.
9
°
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
1
.
9
°
TOWN OF
KILL DEVIL HILLS
23
7
+
0
0
23
8
+
0
0
23
9
+
0
0
240+4224
1
+
0
0
24
2
+
0
0
24
3
+
0
0
24
4
+
0
0
245+1224
6
+
0
0
24
7
+
0
0
24
8
+
0
0
24
9
+
0
0
249+8225
1
+
0
0
25
2
+
0
0
25
3
+
0
0
25
4
+
0
0
254+9925
6
+
0
0
25
7
+
0
0
25
8
+
0
0
25
9
+
0
0
260+1726
1
+
0
0
26
2
+
0
0
26
3
+
0
0
26
4
+
0
0
264+8326
6
+
0
0
PROJECT
BASELINE
SEAWARD
TOE OF FILL
SEAWARD
BERM CREST
APRIL 14, 2022 MLW (-2.05')
APRIL 14, 2022 MHW (1.18')
LANDWARD
LIMIT OF FILL
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
1
.
9
°
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
1
.
9
°
STAGING AREA
CONSTRUCTION ACCESS
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
D
H
\
K
H
-
K
D
H
-
S
S
-
2
0
2
2
_
u
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g
-
M
a
y
1
7
,
2
0
2
2
@
1
2
:
3
4
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
6
MA
T
C
H
L
I
N
E
P
V
-
4
MA
T
C
H
L
I
N
E
P
V
-
2
0 100 200
GRAPHIC SCALE IN FT
N
LEGEND:
1+80 BASELINE STATION
APRIL 14, 2022 MEAN HIGH WATER (1.18')
APRIL 14, 2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
STAGING AREA
APKW
KW
AP 5/
1
7
/
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 13
TO
W
N
O
F
K
I
L
L
D
E
V
I
L
H
I
L
L
S
B
E
A
C
H
RE
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.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.UPON COMPLETION OF THE TOWN OF KILL DEVIL HILLS PROJECT, CONSTRUCTION ACCESSES AND
STAGING AREAS SHALL NO LONGER BE USED AND SHALL BE RESTORED WITHIN 14 DAYS.
NOTES:
SEAWARD TOE OF FILL
AS SHOWN ON
FEBRUARY 15, 2021 PLANS
E
C
H
O
W
A
N
S
T
E
P
A
L
M
E
T
T
O
S
T
SE
A
V
I
L
L
A
G
E
L
N
E
S
O
T
H
E
L
S
T
E
W
A
L
K
E
R
S
T
E
H
A
Y
M
A
N
B
L
V
D
E
A
R
C
H
D
A
L
E
S
T
N VIRGINIA DARE TR
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
0
.
5
°
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
0
.
5
°
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
0
.
5
°
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
0
.
5
°
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
0
.
5
°
CO
N
S
T
R
U
C
T
I
O
N
A
Z
I
M
U
T
H
6
0
.
5
°
20
7
+
0
0
20
8
+
0
0
20
9
+
0
0
209+7421
1
+
0
0
21
2
+
0
0
21
3
+
0
0
21
4
+
0
0
214+8721
6
+
0
0
21
7
+
0
0
21
8
+
0
0
21
9
+
0
0
220+0022
1
+
0
0
22
2
+
0
0
22
3
+
0
0
22
4
+
0
0
224+92
22
6
+
0
0
22
7
+
0
0
22
8
+
0
0
22
9
+
0
0
229+83
23
1
+
0
0
23
2
+
0
0
23
3
+
0
0
23
4
+
0
0
235+1323
6
+
0
0
SEAWARD TOE OF FILL
SEAWARD BERM CREST
APRIL 14, 2022 MLW (-2.05')
APRIL 14, 2022 MHW (1.18')
PROJECT
BASELINE
LANDWARD
LIMIT OF FILL
AVALON PIER
E
W
I
L
K
I
N
S
I
O
N
S
T
E
C
H
O
W
A
N
S
T
SUBLINE NO. 2
(STATION 223+50)
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
D
H
\
K
H
-
K
D
H
-
S
S
-
2
0
2
2
_
u
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g
-
M
a
y
1
7
,
2
0
2
2
@
1
2
:
3
2
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
7
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
APKW
KW
AP 5/
1
7
/
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 13
TO
W
N
O
F
K
I
L
L
D
E
V
I
L
H
I
L
L
S
B
E
A
C
H
RE
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.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).
NOTES:
LEGEND:
1+80 BASELINE STATION
APRIL 14, 2022 MEAN HIGH WATER (1.18')
APRIL 14, 2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
SUBLINE LOCATION
SEAWARD TOE OF FILL
AS SHOWN ON
FEBRUARY 15, 2021 PLANS
ATLANTIC
OCEAN
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
°
E
H
E
L
G
A
S
T
E
A
R
C
H
S
T
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
°
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
19
4
+
0
0
194+9019
6
+
0
0
19
7
+
0
0
19
8
+
0
0
19
9
+
0
0
199+9320
1
+
0
0
20
2
+
0
0
20
3
+
0
0
20
4
+
0
0
204+8420
6
+
0
0
PROJECT
BASELINE
APRIL 14, 2022 MLW (-2.05')
APRIL 14, 2022 MHW (1.18')
STAGING AREA
CONSTRUCTION ACCESS
SEAWARD
BERM CREST
SEAWARD
TOE OF FILL
LANDWARD
DUNE CREST
SEAWARD DUNE CREST
LANDWARD
LIMIT OF FILL
TOE OF DUNE
SEE NOTE #7
TA
T
E
W
A
Y
R
D
WI
L
L
A
L
N
VIRGINIA DARE TRAIL NORTH -
N
.
C
.
1
2
TA
T
E
W
A
Y
R
D
SI
B
B
E
R
N
D
R
I
V
E
RAYMOND AVE
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
WI
L
L
A
L
N
SE
A
WI
N
G
C
T
SE
A
GA
T
E
C
T
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
D
H
\
K
H
-
K
D
H
-
S
S
-
2
0
2
2
_
u
p
d
a
t
e
-
C
S
_
P
V
.
d
w
g
-
M
a
y
1
7
,
2
0
2
2
@
1
2
:
3
0
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
8
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
APKW
KW
AP 5/
1
7
/
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 13
TO
W
N
O
F
K
I
L
L
D
E
V
I
L
H
I
L
L
S
B
E
A
C
H
RE
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.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 146+00 TO 154+00.
THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD LIMIT OF FILL".
5.UPON COMPLETION OF THE TOWN OF KILL DEVIL HILLS PROJECT, CONSTRUCTION ACCESSES AND STAGING AREAS
SHALL NO LONGER BE USED AND SHALL BE RESTORED WITHIN 14 DAYS.
6.INTERSECTION OF TOE OF DUNE AND EXISTING GRADE WILL BE BASED ON CONDITIONS AT TIME OF
CONSTRUCTION .
7.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
APRIL 14, 2022 MEAN HIGH WATER (1.18')
APRIL 14, 2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
STAGING AREA
SEAWARD TOE OF FILL
AS SHOWN ON
FEBRUARY 15, 2021 PLANS
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 199+93
-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'
RN
G
1
+
5
8
.
9
RN
G
2
+
8
8
.
7
EL. 6.0'
RN
G
4
+
8
8
.
7
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 194+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'
RN
G
1
+
6
6
.
6
RN
G
2
+
9
0
.
7
EL. 6.0'
RN
G
4
+
4
5
.
7
10
1
RN
G
1
+
6
8
.
9
RN
G
3
+
0
2
.
4
EL. 6.0'
RN
G
4
+
2
3
.
9
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 209+74
-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'
RN
G
2
+
0
7
.
3
RN
G
3
+
0
1
.
3
EL. 6.0'
RN
G
4
+
5
3
.
3
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 204+84
-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'
RN
G
1
+
8
1
.
6
RN
G
2
+
9
4
.
7
EL. 6.0'
RN
G
4
+
6
9
.
3
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 220+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: 229+83
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
3
+
0
2
.
2
RN
G
2
+
5
6
.
7
RN
G
4
+
1
5
.
4
EL. 6.0'
EL. 6.0'
RN
G
5
+
6
8
.
4
RN
G
3
+
9
2
.
2
RN
G
5
+
4
7
.
2
10
1
10
1
DISTANCE ALONG PROFILE (FEET)
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 224+92
-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'
RN
G
2
+
4
8
.
3
RN
G
3
+
9
5
.
9
EL. 6.0'
RN
G
5
+
7
3
.
9
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 214+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'
RN
G
2
+
4
3
.
9
RN
G
3
+
3
1
.
0
EL. 6.0'
RN
G
5
+
2
8
.
0
10
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
D
H
\
K
H
-
K
D
H
-
S
S
-
2
0
2
2
_
u
p
d
a
t
e
_
X
S
.
d
w
g
-
M
a
y
1
7
,
2
0
2
2
@
1
:
0
4
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
9
LEGEND:
EXISTING GRADE, APRIL 2022
DESIGN TEMPLATE
APRIL 14, 2022 MEAN HIGH WATER LINE (MHW)
APRIL 14, 2022 MEAN LOW WATER LINE (MLW)
TOLERANCE
APKW
KW
AP 5/
1
7
/
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 13
TO
W
N
O
F
K
I
L
L
D
E
V
I
L
H
I
L
L
S
B
E
A
C
H
RE
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 APRIL 14, 2022 BY TI COASTAL.
3.THE KILL DEVIL HILLS DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 185+50 TO 190+80. THE KILL
DEVIL HILLS 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: 235+13
-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'
RN
G
2
+
5
6
.
1
RN
G
4
+
2
9
.
8
EL. 6.0'
RN
G
5
+
6
8
.
9
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 240+42
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
2
+
7
8
.
7
RN
G
4
+
2
8
.
9
EL. 6.0'
RN
G
6
+
2
3
.
9
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 245+12
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
3
+
1
6
.
2
RN
G
4
+
6
6
.
2
EL. 6.0'
RN
G
6
+
4
4
.
2
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 249+82
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 260+17
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
4
+
0
4
.
4
RN
G
3
+
8
5
.
4
RN
G
4
+
9
0
.
1
EL. 6.0'
EL. 6.0'
RN
G
6
+
5
2
.
2
RN
G
7
+
2
4
.
9
RN
G
5
+
7
3
.
9
10
1
10
1
DISTANCE ALONG PROFILE (FEET)
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 254+99
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
3
+
9
2
.
4
RN
G
5
+
4
3
.
7
EL. 6.0'
RN
G
6
+
9
6
.
7
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 269+49
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
4
+
0
0
.
6
RN
G
5
+
3
0
.
6
EL. 6.0'
RN
G
6
+
4
7
.
7
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 274+65
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 264+83
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
4
+
2
8
.
2
RN
G
5
+
2
9
.
2
EL. 6.0'
RN
G
6
+
2
6
.
7
10
1
RN
G
3
+
9
0
.
9
RN
G
5
+
4
7
.
1
EL. 6.0'
RN
G
6
+
6
8
.
6
10
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
D
H
\
K
H
-
K
D
H
-
S
S
-
2
0
2
2
_
u
p
d
a
t
e
_
X
S
.
d
w
g
-
M
a
y
1
7
,
2
0
2
2
@
1
2
:
5
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-2
10
LEGEND:
EXISTING GRADE, APRIL 2022
DESIGN TEMPLATE
APRIL 14, 2022 MEAN HIGH WATER LINE (MHW)
APRIL 14, 2022 MEAN LOW WATER LINE (MLW)
TOLERANCE
APKW
KW
AP 5/
1
7
/
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 13
TO
W
N
O
F
K
I
L
L
D
E
V
I
L
H
I
L
L
S
B
E
A
C
H
RE
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 APRIL 14, 2022 BY TI COASTAL.
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 279+81
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
100 200 300 400 500 600 700 800 900
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
4
+
6
6
.
2
RN
G
5
+
6
0
.
2
EL. 6.0'
RN
G
6
+
7
0
.
5
10
1
DISTANCE ALONG PROFILE (FEET)
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 284+90
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
MLW = EL. -2.05'
MHW = EL. 1.18'
EL. 6.0'
10
1
RN
G
6
+
7
1
.
0
RN
G
5
+
6
0
.
8
RN
G
4
+
5
6
.
7
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 289+99
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
4
+
6
9
.
9
RN
G
5
+
6
8
.
8
EL. 6.0'
RN
G
6
+
6
6
.
9
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 299+92
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
300 400 500 600 700 800 900 1000 1100
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
5
+
7
3
.
1
RN
G
6
+
7
3
.
9
EL. 6.0'
RN
G
7
+
8
8
.
2
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 304+82
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
300 400 500 600 700 800 900 1000 1100
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 294+96
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
200 300 400 500 600 700 800 900 1000
RN
G
5
+
2
9
.
3
RN
G
6
+
1
3
.
1
RN
G
7
+
2
2
.
1
EL. 6.0'
10
1
EL. 6.0'
10
1
MLW = EL. -2.05'
MHW = EL. 1.18'
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
7
+
1
2
.
0
RN
G
5
+
7
4
.
7
RN
G
8
+
3
3
.
0
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 314+92
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
400 500 600 700 800 900 1000 1100 1200
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
6
+
2
8
.
8
RN
G
7
+
4
1
.
7
EL. 6.0'
RN
G
8
+
4
0
.
7
10
1
EL
E
V
A
T
I
O
N
(
N
A
V
D
-
F
E
E
T
)
DISTANCE ALONG PROFILE (FEET)
PROFILE: 309+71
-15
-10
-5
0
5
10
15
20
25
-15
-10
-5
0
5
10
15
20
25
400 500 600 700 800 900 1000 1100 1200
MLW = EL. -2.05'
MHW = EL. 1.18'
RN
G
5
+
9
8
.
0
RN
G
7
+
1
7
.
0
EL. 6.0'
RN
G
8
+
5
1
.
0
10
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
D
H
\
K
H
-
K
D
H
-
S
S
-
2
0
2
2
_
u
p
d
a
t
e
_
X
S
.
d
w
g
-
M
a
y
1
7
,
2
0
2
2
@
1
2
:
5
1
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-3
11
LEGEND:
EXISTING GRADE, APRIL 2022
DESIGN TEMPLATE
APRIL 14, 2022 MEAN HIGH WATER LINE (MHW)
APRIL 14, 2022 MEAN LOW WATER LINE (MLW)
TOLERANCE
APKW
KW
AP 5/
1
7
/
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 13
TO
W
N
O
F
K
I
L
L
D
E
V
I
L
H
I
L
L
S
B
E
A
C
H
RE
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 APRIL 14, 2022 BY TI COASTAL.
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
-60-62
-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 5/
1
2
/
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 13
TO
W
N
O
F
K
I
L
L
D
E
V
I
L
H
I
L
L
S
B
E
A
C
H
RE
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
-
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BA-A
12
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
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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
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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
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DISTANCE ALONG SECTION (FEET)
SECTION B-B'
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-80
-60
-40
-20
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-80
-60
-40
-20
0+00 20+00 40+00 60+00
MAY 19-22, 2021 BATHYMETRY
BY MCKIM & CREED
MAXIMUM AD EL.
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A-A'
MAXIMUM AD EL.
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MAXIMUM AD EL.
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NAVD
MAXIMUM
DISTURBANCE
EL. = -60.5' NAVD
MAXIMUM
DISTURBANCE
EL. = -67.5' NAVD
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HORIZONTAL GRAPHIC SCALE IN FT
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VERTICAL GRAPHIC SCALE IN FT
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13
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: