HomeMy WebLinkAboutAppendix A DrawingsCO
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FD 1/
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N
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NOT FOR CONSTRUCTION
FOR REGULATORY REVIEW ONLY
NORTH DARE COUNTY BEACHES
TOWN OF DUCK
BEACH NOURISHMENT PROJECT
DARE COUNTY, NORTH CAROLINA
1
2
3-6
7-8
9
10
COVER SHEET
PROJECT OVERVIEW
BEACH FILL PLAN VIEWS
BEACH FILL PROFILES
BORROW AREA A PLAN VIEW & COORDINATE TABLE
BORROW AREA A CROSS SECTIONS
LOCATION MAP
N
GRAPHIC SCALE IN FT
1600080000
TOWN OF
SOUTHERN
SHORES
TOWN OF DUCK
TOWN OF KILL
DEVIL HILLS
TOWN OF
KITTY
HAWK
ATLANTIC
OCEAN
CU
R
R
I
T
U
C
K
S
O
U
N
D
KITTY
HAWK
BAY BORROW
AREA A
PROJECT
FILL AREA
CHARLOTTE
GREENSBORO
RALEIGH
JACKSONVILLE OUTE
R
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
N 83
7
0
0
0
E
29
6
2
0
0
0
E
30
1
2
0
0
0
E
30
3
7
0
0
0
E
30
1
2
0
0
0
E
29
8
7
0
0
0
E
29
6
2
0
0
0
E
29
3
7
0
0
0
N 86
2
0
0
0
N 83
7
0
0
0
N 86
2
0
0
0
N 88
7
0
0
0
N 91
2
0
0
0
N 88
7
0
0
0
N 91
2
0
0
0
E
29
8
7
0
0
0
E
29
3
7
0
0
0
N 93
7
0
0
0
N 81
2
0
0
0
PR
O
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2
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FD 1/
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N
O
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D
NOT FOR CONSTRUCTION
FOR REGULATORY REVIEW ONLY
0 4000 8000
GRAPHIC SCALE IN FT
N
1.DATE OF AERIAL PHOTOGRAPHY: MARCH 24, 2017. GOOGLE EARTH.
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 IN THE VICINITY OF THE SHIPWRECK FRAGMENTS.
ATLANTIC
OCEAN
CURRITUCK SOUND
KITTY
HAWK
BAY
TOWN OF
SOUTHERN
SHORES
TOWN OF
KITTY
HAWK
TOWN OF
KILL DEVIL
HILLS
15.3 ST
A
T
U
T
E
M
I
L
E
S
TOWN OF
DUCK
PROJECT LIMITS
NOTES:
D-
1
8
ATLANTIC
OCEAN
DUCK
USACE-CEERD-HF-A.
FIELD RESEARCH FACILITY
1261 DUCK RD.
KITTY HAWK, N.C. 27949
N 90
1
0
0
0
N 90
2
0
0
0
SP
Y
G
L
A
S
S
R
D
NO
R
B
A
N
K
S
D-
1
9
D-
2
0
D-
2
1
N 90
3
0
0
0
SO
U
T
H
E
R
N
PR
O
J
E
C
T
L
I
M
I
T
SPINDRIFT LANE
E 295
9
0
0
0
E 295
8
0
0
0
E 295
8
0
0
0
E 295
9
0
0
0
N 90
2
0
0
0
N 90
3
0
0
0
N 90
1
0
0
0
N
2020 MHW
(EL. 1.18')
2020 MLW
(EL. -2.05')
PROJECT
BASELINE
STAGING
AREA
CONSTRUCTION
ACCESS
SEAWARD
TOE OF DUNE
LANDWARD LIMIT
OF FILL
SEAWARD TOE OF
BEACH FILL
BEACH FILL
BERM CREST
1.DATE OF AERIAL PHOTOGRAPHY:
AUGUST 5, 2020.
2.COORDINATES 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.CONTOURS SHOWN REPRESENT
SURVEY DATA COLLECTED AT 1000
FOOT INTERVALS BY CPE-NC JUNE
2020.
5.THE PROPOSED DUNE WILL TIE
INTO EXISTING CONDITIONS TO
ESTABLISH THE DESIGN
CONFIGURATION OF 20' WIDE AT
ELEVATION 20.0' NAVD88.
6.SAND FENCING MAY BE INSTALLED
BETWEEN THE CREST OF THE
DUNE AND A POINT 10 FT.
SEAWARD OF THE TOE OF DUNE.
7.CONSTRUCTION ACCESS MUST
STAY ON ROADS SHOWN ON THE
PLANS, NO OTHER ADJACENT
ROADS ARE TO BE USED.
8.THE SEAWARD TOE OF BEACH FILL
LINE AS SHOWN, IS NOT FIXED
AND RATHER IS SUBJECT TO
CHANGE BASED ON THE
CONDITIONS OF THE NEARSHORE
BATHYMETRY AT THE TIME OF
CONSTRUCTION.
GRAPHIC SCALE IN FT
2001000
NOTES:
N
BE
A
C
H
F
I
L
L
P
L
A
N
V
I
E
W
PV-1
3
MA
T
C
H
L
I
N
E
S
H
E
E
T
4
LEGEND
2020 MHW (1.18')
2020 MLW ( -2.05)
EXISTING CONTOURS
JUNE 2020
DUNE CREST
-12
--KWKWAP
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#
:
C
-
2
3
3
1
RE
V
I
S
I
O
N
S
FD 1/
1
8
/
2
1
AS
N
O
T
E
D
NOT FOR CONSTRUCTION
FOR REGULATORY REVIEW ONLY
S
S
N
O
W
G
E
E
S
E
D
R
BUFFLEHEAD DR
PI
N
T
A
I
L
D
R
CA
N
V
A
S
B
A
C
K
D
R
ATLANTIC
OCEAN
WO
O
D
D
U
C
K
R
D
WI
D
G
E
O
N
R
D
N
S
N
O
W
G
E
E
S
E
D
R
N 90
4
0
0
0
N 90
5
0
0
0
DUCK
D-
1
7
D-
1
6
SPINDRIFT LANE
E 295
8
0
0
0
E 295
7
0
0
0
E 295
7
0
0
0
E 295
8
0
0
0
N 90
4
0
0
0
N 90
3
0
0
0
N 90
5
0
0
0
2020 MLW
(EL. -2.05')
PROJECT
BASELINE
2020 MHW
(EL. 1.18')
BEACH FILL
BERM CREST
SEAWARD TOE
OF BEACH FILL
SEAWARD
TOE OF DUNE
LANDWARD LIMIT
OF FILL
BE
A
C
H
F
I
L
L
P
L
A
N
V
I
E
W
PV-2
4
MA
T
C
H
L
I
N
E
S
H
E
E
T
5
MA
T
C
H
L
I
N
E
S
H
E
E
T
3
GRAPHIC SCALE IN FT
2001000
NOTES:
1.DATE OF AERIAL PHOTOGRAPHY:
AUGUST 5, 2020.
2.COORDINATES 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.CONTOURS SHOWN REPRESENT
SURVEY DATA COLLECTED AT 1000
FOOT INTERVALS BY CPE-NC JUNE
2020.
5.THE PROPOSED DUNE WILL TIE
INTO EXISTING CONDITIONS TO
ESTABLISH THE DESIGN
CONFIGURATION OF 20' WIDE AT
ELEVATION 20.0' NAVD88.
6.SAND FENCING MAY BE INSTALLED
BETWEEN THE CREST OF THE
DUNE AND A POINT 10 FT.
SEAWARD OF THE TOE OF DUNE.
7.CONSTRUCTION ACCESS MUST
STAY ON ROADS SHOWN ON THE
PLANS, NO OTHER ADJACENT
ROADS ARE TO BE USED.
8.THE SEAWARD TOE OF BEACH FILL
LINE AS SHOWN, IS NOT FIXED
AND RATHER IS SUBJECT TO
CHANGE BASED ON THE
CONDITIONS OF THE NEARSHORE
BATHYMETRY AT THE TIME OF
CONSTRUCTION.
N
LEGEND
2020 MHW (1.18')
2020 MLW ( -2.05)
EXISTING CONTOURS
JUNE 2020
DUNE CREST
--KWKWAP
--
Dr
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PH
.
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TO
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C
E
R
T
I
F
I
C
A
T
E
#
:
C
-
2
3
3
1
RE
V
I
S
I
O
N
S
FD 1/
1
8
/
2
1
AS
N
O
T
E
D
NOT FOR CONSTRUCTION
FOR REGULATORY REVIEW ONLY
-12
MA
L
L
A
R
D
D
R
SE
A
T
E
R
N
D
R
E
T
R
I
N
I
T
I
E
D
R
QUARTERDECK DRDI
A
N
N
E
S
T
SP
R
I
G
T
A
I
L
D
R
OL
D
S
Q
U
A
W
D
R
BUFFLEHEAD RDD-
1
5
N 90
6
0
0
0
N 90
7
0
0
0
D-
1
4
D-
1
3
DUCK
N 90
8
0
0
0
E 295
7
0
0
0
E 295
6
0
0
0
295
7
0
0
0
E 295
7
0
0
0
N 90
7
0
0
0
N 90
8
0
0
0
N 90
6
0
0
0
PROJECT
BASELINE
BEACH FILL
BERM CREST
SEAWARD TOE
OF BEACH FILL
LANDWARD LIMIT
OF FILL2020 MLW
(EL. -2.05')
2020 MHW
(EL. 1.18')
SEAWARD
TOE OF DUNE
SEE INSET FOR ADDITIONAL
STAGING AREAS AT INTERSECTION
OF TRINITIE DR AND DUCK RD
N 90
6
0
0
0
E 295
6
0
0
0
CONSTRUCTION
ACCESS
STAGING
AREA
STAGING
AREATR
I
N
I
T
I
E
D
R
DUCK DR
BE
A
C
H
F
I
L
L
P
L
A
N
V
I
E
W
PV-3
5
MA
T
C
H
L
I
N
E
S
H
E
E
T
6
MA
T
C
H
L
I
N
E
S
H
E
E
T
4
GRAPHIC SCALE IN FT
2001000
NOTES:
1.DATE OF AERIAL PHOTOGRAPHY:
AUGUST 5, 2020.
2.COORDINATES 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.CONTOURS SHOWN REPRESENT
SURVEY DATA COLLECTED AT 1000
FOOT INTERVALS BY CPE-NC JUNE
2020.
5.THE PROPOSED DUNE WILL TIE
INTO EXISTING CONDITIONS TO
ESTABLISH THE DESIGN
CONFIGURATION OF 20' WIDE AT
ELEVATION 20.0' NAVD88.
6.SAND FENCING MAY BE INSTALLED
BETWEEN THE CREST OF THE
DUNE AND A POINT 10 FT.
SEAWARD OF THE TOE OF DUNE.
7.CONSTRUCTION ACCESS MUST
STAY ON ROADS SHOWN ON THE
PLANS, NO OTHER ADJACENT
ROADS ARE TO BE USED.
8.THE SEAWARD TOE OF BEACH FILL
LINE AS SHOWN, IS NOT FIXED
AND RATHER IS SUBJECT TO
CHANGE BASED ON THE
CONDITIONS OF THE NEARSHORE
BATHYMETRY AT THE TIME OF
CONSTRUCTION.
N
LEGEND
2020 MHW (1.18')
2020 MLW ( -2.05)
EXISTING CONTOURS
JUNE 2020
DUNE CREST
--KWKWAP
--
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
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
.
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
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
10
TO
W
N
O
F
D
U
C
K
BE
A
C
H
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
:
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
RE
V
I
S
I
O
N
S
FD 1/
1
8
/
2
1
AS
N
O
T
E
D
NOT FOR CONSTRUCTION
FOR REGULATORY REVIEW ONLY
-12
SO
U
N
D
S
E
A
A
V
E
OC
E
A
N
B
A
Y
B
L
V
D
AC
O
R
N
O
A
K
A
V
E
ELM CT
CA
R
R
O
L
L
D
R
NO
R
T
H
E
R
N
PR
O
J
E
C
T
L
I
M
I
T
10
N 90
8
0
0
0
N 90
9
0
0
0
D-
1
2
D-
1
1
D-
1
0
SKIMMER WAY
N 91
0
0
0
0
FL
I
G
H
T
D
R
OC
E
A
N
P
I
N
E
S
D
R
WALTER AND ALICE KIRK
138 SHEARWATER WAY
KITTY HAWK, N.C. 27949
STAGING
AREA
STAGING
AREA
E 295
6
0
0
0
E 295
5
0
0
0
E 295
5
0
0
0
E 295
6
0
0
0
N 90
9
0
0
0
N 90
8
0
0
0
N 91
0
0
0
0
2020 MLW
(EL. -2.05')
2020 MHW
(EL. 1.18')
PROJECT
BASELINE
BEACH FILL
BERM CREST
SEAWARD TOE
OF BEACH FILL
LANDWARD LIMIT
OF FILL
SEAWARD
TOE OF DUNE
CONSTRUCTION
ACCESS
CONSTRUCTION
ACCESS
BE
A
C
H
F
I
L
L
P
L
A
N
V
I
E
W
PV-4
6
MA
T
C
H
L
I
N
E
S
H
E
E
T
5
GRAPHIC SCALE IN FT
2001000
NOTES:
1.DATE OF AERIAL PHOTOGRAPHY:
AUGUST 5, 2020.
2.COORDINATES 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.CONTOURS SHOWN REPRESENT
SURVEY DATA COLLECTED AT 1000
FOOT INTERVALS BY CPE-NC JUNE
2020.
5.THE PROPOSED DUNE WILL TIE
INTO EXISTING CONDITIONS TO
ESTABLISH THE DESIGN
CONFIGURATION OF 20' WIDE AT
ELEVATION 20.0' NAVD88.
6.SAND FENCING MAY BE INSTALLED
BETWEEN THE CREST OF THE
DUNE AND A POINT 10 FT.
SEAWARD OF THE TOE OF DUNE.
7.CONSTRUCTION ACCESS MUST
STAY ON ROADS SHOWN ON THE
PLANS, NO OTHER ADJACENT
ROADS ARE TO BE USED.
8.THE SEAWARD TOE OF BEACH FILL
LINE AS SHOWN, IS NOT FIXED
AND RATHER IS SUBJECT TO
CHANGE BASED ON THE
CONDITIONS OF THE NEARSHORE
BATHYMETRY AT THE TIME OF
CONSTRUCTION.
N
LEGEND
2020 MHW (1.18')
2020 MLW ( -2.05)
EXISTING CONTOURS
JUNE 2020
DUNE CREST
--KWKWAP
--
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
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
.
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
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
10
TO
W
N
O
F
D
U
C
K
BE
A
C
H
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
:
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
RE
V
I
S
I
O
N
S
FD 1/
1
8
/
2
1
AS
N
O
T
E
D
NOT FOR CONSTRUCTION
FOR REGULATORY REVIEW ONLY
-12