APPENDIX A - CONSTRUCTION PLANS

APPENDIX A
Construction Plans
ONSLOW
JONES
CARTERET
PAMLICO
BEAUFORT
PITT
PENDER
HYDE
LENOIR
CRAVEN
NEW
HANOVER O N

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INLET
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BEAUFORT
INLET
PROJECT AREA
BOGUE
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BRUNSWICK
LONG B A Y
CENTRAL REACHCONTROL POINTS TABLEPOINTAABBCCDDEEFFGGHHJJKKLLMMNNOOPPQQRRSSTTUUWWWXXXYYYZ
NORTHING49222.4248721.6148721.8947721.8947719.7446744.4746769.7446720.2746722.0647722.1048722.1049721.8250256.2250349.3050306.3049980.2049722.3048797.1048722.3248675.7050722.9647721.7150721.0548722.4250221.3049722.4249721.06
EASTING2252645.682252654.132251663.112251662.042253662.042253661.502253161.502252161.502251328.692251395.282251461.862251528.432251564.012251031.102251036.602251157.902251059.402250988.702250924.762250884.902250665.262250661.992252615.402250664.732252565.012250665.032252614.33
A T L A N T I C O C E A N
BRUNSWICK COUNTY
LONG BAY
TUBBS INLET
HOLDEN BEACH OAK ISLAND
CA
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BALD HEAD ISLAND
ONSLOW BAY
OCEAN ISLE
BEACH
SHALLOTTE
INLET
LOCKWOODS
FOLLY INLET CASWELL BEACH
NC 17
SHALLOTTE
SOUTHPORT
VARNAMTOWN
SUNSET BEACH
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VICINITY MAP
NTS
LOCATION MAP
NTS
OAK ISLAND RENOURISHMENT PROJECT 2021/2022
OAK ISLAND, NORTH CAROLINA
TOWN OF OAK ISLAND
4601 E. OAK ISLAND DRIVE
OAK ISLAND, NC 28465
INDEX:OF
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JAY BIRD SHOALS
BORROW AREA,
SEE PROJECT MAP ON
SHEET C-100
CENTRAL REACH
BORROW AREA,
SEE PROJECT MAP ON
SHEET C-100
INDEX:OF
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OF IN A PERMITTED LANDFILL.
RESPONSIBILITY OF THE CONTRACTOR. ALL DEBRIS SHALL BE DISPOSED
EXCAVATED MATERIAL OR DEBRIS. DISPOSAL OF THE MATERIALS IS THE
THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY
CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIAL ARE THE
ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF
CONTRACTORS RESPONSIBILITY.
5.
4.
BID QUANTITIES
1.THE FOLLOWING ESTIMATES OF SAND QUANTITIES REQUIRED FOR THE PROJECT ARE:
658,000 CY
17.
6.
7.
10.ANY EXISTING SIGNS, FENCES, OR OTHER STRUCTURES WITHIN THE WORK LIMITS
SHALL BE PROTECTED AND/OR REMOVED AND LATER REPLACED BY THE
CONTRACTOR AS DIRECTED.
MEAN HIGH WATER (MHW) 1.8
NAVD 88
MEAN TIDE LEVEL (MTL) -0.6
1.8'
0.6'
THE MEAN HIGH WATER ELEVATION AND MEAN LOW WATER ELEVATION SHOWN ON THE BEACH
FILL DRAWINGS AND BELOW ARE BASED ON NOAA TIDAL DATUMS AT THE OAK ISLAND, ATLANTIC
OCEAN, NC STATION.
2.9'
MEAN LOWER WATER (MLW) -2.9
8.STAGING AND ACCESS AREAS SHALL BE MAINTAINED BY THE CONTRACTOR. STAGING AND
ACCESS AREAS SHALL BE CLEARED OF DEBRIS AND CONTRACTOR INSTALLED AMENITIES
AT THE COMPLETION AND ACCEPTANCE OF WORK IN THE AREA. THE CONTRACTOR SHALL
RESTORE THE STAGING AND ACCESS AREAS TO THEIR ORIGINAL CONDITION AFTER WORK
IN THE AREA IS COMPLETE. THIS WORK INCLUDES REPLACEMENT OF FENCING, SIGNS,
SAND FENCE, BEACH VEGETATION, WALKWAYS, DUNES, DUNE VEGETATION, PARKING
FACILITIES, PAVED AREAS AND OTHER MISCELLANEOUS ITEMS. ALL REPLACEMENT
MATERIALS SHALL BE APPROVED BY THE OWNER BEFORE INSTALLATION.
THE STAGING AND ACCESS AREAS SHOWN ON C-103 ARE OWNED BY THE TOWN OF
OAK ISLAND. COORDINATION WITH THE TOWN MANAGER SHALL BE REQUIRED BEFORE
USE. FOR THE STAGING AND ACCESS AREAS, THE POINT OF CONTACT IS:
BASE BID
MR. DAVID KELLY
TOWN MANAGER
TOWN OF OAK ISLAND
4601 EAST OAK ISLAND DRIVE
OAK ISLAND, NC 28465
[phone]
[e-mail]
BEFORE STARTING WORK. NOTIFY OWNER OF DISCREPANCIES.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS3.
1.
THE CONTRACTOR SHALL PLACE THE PERMIT PLACARDS ON THE JOB SITE2.
AND SHALL COMPLY WITH ALL TERMS OF THE PERMITS PERTAINING
TO THE PERFORMANCE OF THE WORK. SEE THE TECHNICAL SPECIFICATIONS.
ALL BEACH FILL AND DREDGING WORK SHALL CONFORM TO THE REQUIREMENTS OF
THESE PLANS AND SPECIFICATIONS.
GENERAL NOTES:
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THESE PLANS ARE INCOMPLETE WITHOUT THE PROJECT TECHNICAL
SPECIFICATIONS. IF THERE ARE CONFLICTS BETWEEN THE PLANS AND
SPECIFICATIONS, THE CONTRACTOR SHALL ALERT THE OWNER AND
ENGINEER. THE TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENCE.
9.UNLESS OTHERWISE APPROVED BY THE OWNER, EXCESS EQUIPMENT MAY ONLY
BE STORED IN APPROVED STORAGE/STAGING AREAS OR TEMPORARY AREAS
IN THE IMMEDIATE VICINITY OF THE BEACHFILL PLACEMENT SITE. THE OWNER
RESERVES THE RIGHT TO LIMIT SUCH AREAS AS DEEMED NECESSARY. OPERATION
OF GRADING AND OTHER CONSTRUCTION EQUIPMENT WILL NOT BE PERMITTED
OUTSIDE THE WORK AREA LIMITS EXCEPT FOR INGRESS AND EGRESS OF THE
SITE AT APPROVED LOCATIONS. THE STACKING OF DISCHARGE PIPES IN LAYERS
EXCEEDING TWO PIPES HIGH SHALL BE PROHIBITED IN ANY OF THE STORAGE
OR STAGING AREAS INCLUDING THE TEMPORARY AREAS.
ALL DREDGING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PERMITTED
DREDGING AREA AS SHOWN IN THE DRAWINGS.
1.
PIPELINE CORRIDOR SHALL BE DELINEATED ON A DRAWING BY THE CONTRACTOR AND
APPROVED BY THE ENGINEER PRIOR TO PLACEMENT.
2.
DREDGING
THE PLANE COORDINATES AND BEARINGS SHOWN FOR THE DREDGING SURVEYS ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN
DATUM 83 (NAD 83).
ALL ELEVATIONS SHOWN ON THE DREDGING DRAWINGS ARE REFERENCED
TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88).
THE BATHYMETRY PRESENTED ON THE DREDGING PLANS FOR CENTRAL REACH
BORROW AREA IS BASED ON A SURVEY COMPLETED IN JUNE 2019 BY GEODYNAMICS
AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME.
11.
12.
13.
A POST-DREDGE SURVEY OF THE BORROW AREA SHALL BE COMPLETED BY AN
INDEPENDENT PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF NORTH
CAROLINA, COORDINATED AND PAID FOR BY THE CONTRACTOR TO STANDARDS OUTLINED IN
THE TECHNICAL SPECIFICATIONS.
3.
BEACH FILL
1.
3.
5.
15.
SAND SHALL BE PLACED WITHIN THESE LIMITS AND GRADE LINES AS PRACTICALLY AS
POSSIBLE. TOLERANCE SHALL BE WITHIN ±0.5 FOOT FOR BERM ELEVATION AND WIDTHS OUT
TO THE MEAN TIDE LEVEL (MTL). PAYMENT WILL BE MADE FOR THE CY/FT SHOWN ON THE
PLANS WITH A TOLERANCE OF ±10%. EVERY ATTEMPT WILL BE MADE BY THE CONTRACTOR
TO FILL WITHIN THE PRESCRIBED TEMPLATE. SEE TECHNICAL SPECIFICATIONS. THE BEACH
FILL SHALL BE PLACED BY REACH GENERALLY FROM EAST TO WEST.
ALL SAND EXCAVATED FROM THE BORROW AREAS SHALL BE TRANSPORTED TO, AND
DEPOSITED ON, THE BEACH BETWEEN THE LINES, GRADES, AND CROSS-SECTIONS SHOWN ON
THE DRAWINGS.
CONTRACTOR SHALL TAKE CARE TO GRADE THE DUNE AND BERM SO THAT PONDING
LANDWARD OF THE CREST IS MINIMIZED. AFTER SURVEY FOR PAYMENT, ANY TROUGH
BETWEEN CONSTRUCTED DUNE AND EMERGENCY DUNE TIE-IN SHOULD BE FILLED AND
LEVELED USING MATERIAL FROM EMERGENCY DUNE. EMERGENCY DUNE DOES NOT HAVE ANY
EXISTING VEGETATION.
THE BATHYMETRY/TOPOGRAPHY PRESENTED ON THE BEACH FILL PLANS AND SECTIONS IS
BASED ON A SURVEY COMPLETED IN MAY 2021 BY TI COASTAL AND CAN ONLY BE CONSIDERED
AS INDICATING THE CONDITIONS AT THAT TIME.
4.THE OWNER MAY MAKE ALTERATIONS IN THE PLAN DIMENSIONS, GRADE OF SLOPES, OR VOLUME
OF FILL PER FOOT OF BEACH IN ORDER TO ACCOUNT FOR CHANGED CONDITIONS SINCE THE TIME
OF THE EXISTING CONDITIONS SURVEY. THE CONTRACTOR SHALL WORK CLOSELY WITH THE
OWNER TO ENSURE THAT THE TOTAL QUANTITY OF SAND ALLOWED UNDER THE CONTRACT IS
PLACED AS EFFECTIVELY AS POSSIBLE.
2.AFTER NOTIFICATION BY THE CONTRACTOR OF THEIR INTENT TO COMMENCE DREDGING AND
SAND PLACEMENT, A CURRENT BEACH SURVEY WILL BE PERFORMED BY THE CONTRACTOR.
THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 4 WEEKS PRIOR TO THE
COMMENCEMENT OF BEACH FILL PLACEMENT. THE UPDATED BEACH SURVEY WILL BE USED TO
ADJUST THE LIMITS AND GRADE LINES TO MEET THE APPROXIMATE FILL DENSITIES PROVIDED
WITH THE SECTIONS ON SHEETS C-301 THROUGH C-315 .
EXISTING WALKWAYS SHALL REMAIN AND NOT BE DAMAGED BEYOND CURRENT CONDITIONS. ANY
ADDITIONAL DAMAGE WILL BE REPAIRED OR REPLACED AT THE CONTRACTORS COST AS DIRECTED
BY THE OWNER OR THE ENGINEER. FILL SHALL BE PLACED COMPLETELY UNDERNEATH AND/OR
AROUND STRUCTURES.
6.
8.
CONTOURS FOR THE BEACH FILL PLANS ARE SHOWN AT 1 FT INTERVALS.7.
9.BEACH FILL SLOPES CALLED OUT ON PLANS ARE HORIZONTAL : VERTICAL.
10.SEE TECHNICAL SPECIFICATION FOR ADDITIONAL PLACEMENT REQUIREMENTS.
11.THE CONTRACTOR SHALL PROVIDE TEMPORARY SAND RAMPS OVER THE PIPELINE FOR
PEDESTRIAN AND EMERGENCY VEHICLE ACCESS ALONG THE BEACH. THE MAXIMUM DISTANCE
BETWEEN THESE TEMPORARY SAND RAMPS SHALL BE 500 FEET. THESE TEMPORARY SAND
RAMPS SHALL BE LEVELED ONCE THE PIPELINE HAS BEEN MOVED. THE CONTRACTOR SHALL
ALSO CONSTRUCT A BARRIER TO KEEP THE PUBLIC AT LEAST 250 FEET FROM THE DISCHARGE
PIPE IN BOTH DIRECTIONS UP AND DOWN THE BEACH. SEE THE TECHNICAL SPECIFICATIONS.
PRE- AND POST-CONSTRUCTION SURVEYS OF THE BEACH AREA SHALL BE COMPLETED BY AN
INDEPENDENT PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF NORTH
CAROLINA, COORDINATED AND PAID FOR BY THE CONTRACTOR. TRANSECTS SHALL BE AT
100-FOOT INTERVALS. ADDITIONAL ELEVATIONS SHALL BE TAKEN AS NECESSARY TO
ACCURATELY REPRESENT TOPOGRAPHY OF THE BEACH AREA.
16.THE AERIAL IMAGERY PRESENTED ON THE BEACH FILL PLANS IS A NOAA AERIAL FROM AUGUST
4, 2020 AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THE TIME.
12.POST AND ROPE SHALL BE INSTALLED AT DUNE WALKOVERS, BEACH PUBLIC ACCESSES, AND
EMERGENCY VEHICLE ACCESSES WITHIN 7 DAYS OF THE BEACHFILL SECTION BEING COMPLETED.
THE BATHYMETRY PRESENTED ON THE DREDGING PLANS FOR JAY BIRD SHOALS
BORROW AREA IS BASED ON A SURVEY COMPLETED IN DECEMBER 2021 BY TI
COASTAL AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THAT
TIME.
14.
INDEX OF DRAWINGS
INDEX NO.SHEET NO.SHEET TITLE
1 G-001 COVER SHEET
2 G-002 DRAWING INDEX AND GENERAL NOTES
3 G-003 ABBREVIATIONS & LEGEND
4 G-004 KEY PLAN
5 C-100 PROJECT MAP
6 C-101 PROPOSED SUBLINE CORRIDOR - SHEET 1 OF 2
7 C-102 PROPOSED SUBLINE CORRIDOR - SHEET 2 OF 2
8 C-103 STAGING, ACCESS, AND SURVEY CONTROL
9 C-104 JAY BIRD SHOALS BORROW AREA
10 C-105 JAY BIRD SHOALS BORROW AREA CROSS SECTIONS
11 C-106 CENTRAL REACH BORROW AREA
12 C-107 CENTRAL REACH BORROW AREA CROSS SECTIONS
13 C-108 BORROW AREA VIBRACORE SUMMARY TABLE
14 C-110 SITE PLAN 1 OF 14
15 C-111 SITE PLAN 2 OF 14
16 C-112 SITE PLAN 3 OF 14
17 C-113 SITE PLAN 4 OF 14
18 C-114 SITE PLAN 5 OF 14
19 C-115 SITE PLAN 6 OF 14
20 C-116 SITE PLAN 7 OF 14
21 C-117 SITE PLAN 8 OF 14
22 C-118 SITE PLAN 9 OF 14
23 C-119 SITE PLAN 10 OF 14
24 C-120 SITE PLAN 11 OF 14
25 C-121 SITE PLAN 12 OF 14
26 C-122 SITE PLAN 13 OF 14
27 C-123 SITE PLAN 14 OF 14
28 C-300 TYPICAL CROSS SECTIONS
29 C-301 CROSS SECTIONS - SHEET 1 OF 15
30 C-302 CROSS SECTIONS - SHEET 2 OF 15
31 C-303 CROSS SECTIONS - SHEET 3 OF 15
32 C-304 CROSS SECTIONS - SHEET 4 OF 15
33 C-305 CROSS SECTIONS - SHEET 5 OF 15
34 C-306 CROSS SECTIONS - SHEET 6 OF 15
35 C-307 CROSS SECTIONS - SHEET 7 OF 15
36 C-308 CROSS SECTIONS - SHEET 8 OF 15
37 C-309 CROSS SECTIONS - SHEET 9 OF 15
38 C-310 CROSS SECTIONS - SHEET 10 OF 15
39 C-311 CROSS SECTIONS - SHEET 11 OF 15
40 C-312 CROSS SECTIONS - SHEET 12 OF 15
41 C-313 CROSS SECTIONS - SHEET 13 OF 15
42 C-314 CROSS SECTIONS - SHEET 14 OF 15
43 C-315 CROSS SECTIONS - SHEET 15 OF 15
44 C-501 MISCELLANEOUS DETAILS
45 C-601 WORK POINT TABLES
107,000 CYADD ALTERNATE 2
INDEX:OF
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B5
CS-555
SAMPLE VIEW TITLE
SCALE: 1"=50'
A3
SF-123
C4
G-101
LEGEND
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
VIEW TITLE
SECTION CALLOUT
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
DETAIL CALLOUT
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
A3
SF-123
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LEADERS
C4
G-101
SECTION CALLOUT
WITH JOG
1
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Sheet Reference
Number:
SF-102
SHEET
DESIGNATOR
SHEET TYPE
SHEET
SEQUENCE
* VIEW NUMBER IS BASED ON THE (DACS) LOCATION OF THE LOWER-LEFT
EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING
DRAWING INFORMATION BETWEEN SHEETS, BOTH THE VIEW AND SHEET
NUMBERS MUST BE QUOTED TOGETHER - EITHER IN A CALLOUT FORMAT AS
SHOWN ABOVE OR IN THE FORM;
"VIEW NO./SHEET NO." (EG A1/CS-5001)
DISCIPLINE DESIGNATORS
DISCIPLINE DESIGNATOR
GENERAL G
SURVEY/MAPPING V
GEOTECHNICAL B
CIVIL WORKS W
CIVIL C
STRUCTURAL S
MECHANICAL M
ELECTRICAL E
OTHER DISCIPLINES X
SHEET TYPE DESIGNATORS
0 GENERAL (COVER SHEET, LEGEND, NOTES)
1 PLANS (HORIZONTAL VIEWS)
2 ELEVATIONS (NOT TYPICALLY USED)
3 SECTIONS (OVERALL VIEWS)
4 LARGE-SCALE VIEWS (PLANS, SECT. OR ELEV. - NOT DETAILS)
5 DETAILS (MAY BE PLAN, SECT. OR ELEV. VIEWS)
6 SCHEDULES
7 USER DEFINED
8 USER DEFINED
9 3D ISOMETRIC
SECONDARY DESIGNATORS
DEMOLITION D
GENERAL G
SUBSTRUCTURE B
FRAMING F
COMPONENT C
SITE S
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
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d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

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Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
G
-
0
0
3
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
4
4

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

6
/
2
2
/
2
0
2
1

1
1
:
0
3

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
LEGEND
MEAN HIGH WATER LINE
MEAN LOW WATER LINE
WP-##
PROPOSEDEXISTING
MEAN TIDE LEVEL LINE
PROPERTY LINE
MAJOR CONTOUR
MINOR CONTOUR
5
FILL SLOPE LIMIT
CONSTRUCTION BASELINE WORK POINT
ABBREVIATIONS
NAME
NGS STATION
CY CUBIC YARDS
FT FEET OR FOOT
MHW MEAN HIGH WATER
MLW MEAN LOW WATER
MTL MEAN TIDE LEVEL
NAD NORTH AMERICAN DATUM
NAVD NORTH AMERICAN VERTICAL DATUM
NOAA NATIONAL OCEANIC AND
ATMOSPHERIC ADMINISTRATION
No.NUMBER
TYP TYPICAL
VEG VEGETATION
WP WORK POINT
B.L. BASELINE
@ AT
~ APPROXIMATELY
FILL SLOPE BREAK
SHEET C-110SHEET C-111SHEET C-112SHEET C-113SHEET C-114SHEET C-116SHEET C-117
SHEET C-115
NGS MONUMENT WOLTZ, SEE
ATLANTIC OCEAN
SHEET C-118
SHEET C-119
SHEET C-120
SHEET C-121
SHEET C-122
SHEET C-123
NGS MONUMENT LOCK
STAGING AREA 3, SEE
STAGING AREA 2, SEE C2
C-103
C4
C-103
NGS MONUMENT RED, SEE
STAGING AREA 1, SEE
A1
C-103
C1
C-103
INDEX:OF
G-004
KE
Y

P
L
A
N
4
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

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0
2
1
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2
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2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
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T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
1
-
G
-
0
0
4
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
4
6

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
/
2
7
/
2
0
2
2

1
2
:
0
2

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
N
N
N
A2
C-103
A3
C-103
500'0'500'1000'
SCALE: 1''=500'
MA
T
C
H
L
I
N
E

A
-
A
MA
T
C
H
L
I
N
E

B
-
B
MA
T
C
H
L
I
N
E

B
-
B
BASE PROJECT
BASE PROJECT
ADD ALTERNATE #2
OAK ISLAND
LONG BEAC
H
CAS
W
E
L
L

B
E
A
C
H
ST. JAMES
SHEEP
ISLAND
JAY BIRD SHOALS
BORROW AREA,
SEE SHEET C-104
A T L A N T I C O C E A N
ZONE 1
ZONE 2
ZONE 3
CENTRAL REACH
BORROW AREA,
SEE SHEET C-106
ZONE 1
ZONE 2
ZONE 4
~
4
.
1
4

M
I
L
E
S
~10.8
5

M
I
L
E
S
~2
.
0
8

M
I
L
E
S
BASE BID TOTAL LENGTH = 21,500 FT
TOTAL FILL VOLUME = 658,000 CY
ZONE 3
ARTIFICIAL REEF,
SEE NOTE 2
AR-430
N: 44676.98
E: 2253003.82
R2000.00'
ARTIFICIAL REEF,
SEE NOTE 2
AR-425
N: 50045.70
E: 2270328.89
R2000.00'
ADD ALTERNATE #2 TOTAL LENGTH = 6,000 FT
TOTAL FILL VOLUME = 107,000 CY
INDEX:OF
C-100
PR
O
J
E
C
T

M
A
P
5
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

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0
2
1
/
2
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2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
0
0
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
4
6

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
/
2
6
/
2
0
2
2

2
:
0
0

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
NOTES:
1.OFFLOADING STATION AT BEACH NOURISHMENT SITES SHALL BE USED TO
PUMP DREDGED MATERIAL ONTO BEACH. THIS STATION SHALL MOVE EAST
OR WEST AS THE NOURISHMENT PROJECT IS COMPLETED. DREDGED
MATERIAL SHALL BE TRANSPORTED FROM THE BORROW AREA DIRECTLY BY
THE DREDGE AND OFFLOADED AT THIS LOCATION. CONTRACTOR SHALL
PROVIDE MAP OF PROPOSED OFFLOADINGS STATIONS AND PIPELINE IN
ACCORDANCE WITH PERMITS, SEE TECHNICAL SPECIFICATIONS.
2.2,000 FOOT BUFFER FOR PLACEMENT OF ANY PROJECT EQUIPMENT AROUND
AR-425 AND AR-430.
2000'0'2000'4000'
SCALE: 1''=2000'
N
-30
-25
-29
-28
-27
-26
-24
-23
-22
-21
-20-19
-18-17
-16-15
-14
-13
-12
-11
-10
-9
OAK ISLAND
46
7
+
0
0
47
0
+
0
0
47
5
+
0
0
48
0
+
0
0
48
5
+
0
0
48
9
+
0
0
49
0
+
0
0
49
5
+
0
0
50
0
+
0
0
50
5
+
0
0
51
0
+
0
0
51
5
+
0
0
52
0
+
0
0
52
5
+
0
0
53
0
+
0
0
53
5
+
0
0
54
0
+
0
0
54
5
+
0
0
55
0
+
0
0
55
5
+
0
0
56
0
+
0
0
56
4
+
0
0
56
5
+
0
0
57
0
+
0
0
46
6
+
0
5
75'
PUMPOUT, TYP
75'
75'
INDEX:OF
C-101
PR
O
P
O
S
E
D

S
U
B
L
I
N
E

C
O
R
R
I
D
O
R

-
SH
E
E
T

1

O
F

2
6
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
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2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
0
1
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
4
6

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
8
/
2
0
2
2

9
:
5
2

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
N
NOTES:
1.SEE TECHNICAL SPECIFICATIONS SECTION 02881 PARAGRAPH 3.1.9 FOR SUBLINE CORRIDOR DETAILS.
2.CONTOURS REPRESENT COMBINED SURVEY DATA BY TI COASTAL FROM JULY 2021 AND DECEMBER 2021
AND IS ONLY REPRESENTATIVE OF CONDITIONS AT THAT TIME.
400'0'400'800'
SCALE: 1''=400'
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
0
2
-30
-25
-20
-15
-10
-24
-23
-22
-21
-19
-18
-17
-16
-14
-13
-12
-11
-30
-29
-28
-27
-26-26-26
-9
-8
-7
-6 -5
-2-2
SHEEP
ISLAND
57
5
+
0
0
58
0
+
0
0
58
5
+
0
0
59
0
+
0
0
59
5
+
0
0
60
0
+
0
0
60
5
+
0
0
61
0
+
0
0
61
5
+
0
0
62
0
+
0
0
62
5
+
0
0
63
0
+
0
0
63
5
+
0
0
64
0
+
0
0
6
4
5
+
0
0
6
5
0
+
0
0
6
5
5
+
0
0
6
5
6
+
0
0
66
0
+
0
0
6
6
5
+
0
0
67
0
+
0
0
67
5
+
0
0
68
0
+
0
0
60
8
+
0
0
PUMPOUT, TYP
75'
75'75'
INDEX:OF
C-102
PR
O
P
O
S
E
D

S
U
B
L
I
N
E
CO
R
R
I
D
O
R

-

S
H
E
E
T

2

O
F

2
7
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
0
2
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
4
7

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
8
/
2
0
2
2

9
:
5
1

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
N
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
0
1
400'0'400'800'
SCALE: 1''=400'
NOTES:
1.SEE TECHNICAL SPECIFICATIONS SECTION 02881 PARAGRAPH 3.1.9 FOR SUBLINE CORRIDOR DETAILS.
2.CONTOURS REPRESENT COMBINED SURVEY DATA BY TI COASTAL FROM JULY 2021 AND DECEMBER 2021
AND IS ONLY REPRESENTATIVE OF CONDITIONS AT THAT TIME.
KINGS LYN
N

D
R
NGS MONUMENT LOCK
NGS MONUMENT WOLTZ
W DOLPHIN DR
W BEACH DR
W PELICAN DR
W PELICAN DR
20
t
h

P
L

W
NGS MONUMENT RED
E OAK ISLAND DR
NE

5
8
t
h

S
T
E BEACH
D
R
E DOLP
H
I
N

D
R
SE

4
6
t
h

S
T
STAGING AREA
STAGING AREAS
W BEACH DR
STAGING AREA
THE POINT
INDEX:OF
C-103
ST
A
G
I
N
G
,

A
C
C
E
S
S
,

A
N
D
SU
R
V
E
Y

C
O
N
T
R
O
L
8
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
1
0
3
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
4
7

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
/
2
7
/
2
0
2
2

1
1
:
4
5

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MONUMENT NORTHING EASTING ELEVATION
LOCK 61226.24 2232959.41 4.92
N
MONUMENT NORTHING EASTING ELEVATION
WOLTZ 61377.64 2248806.84 34.45
MONUMENT NORTHING EASTING ELEVATION
RED 60209.52 2271232.70 13.23
KINGS LYN
N

R
D
STAGING AREA
C4
G-004
STAGING AREA 3
NOT TO SCALE
C2
G-004
STAGING AREA 2
NOT TO SCALE
C1
G-004
STAGING AREA 1
NOT TO SCALE
A1
G-004
SURVEY CONTROL 1
NOT TO SCALE
A2
G-004
SURVEY CONTROL 2
NOT TO SCALE
A3
G-004
SURVEY CONTROL 3
NOT TO SCALE
-2
9
-
2
8
-2
7
-2
6
-2
5
-
2
4
-
1
8
-
1
7
-1
6
-15-23-
2
2
-
1
8
-
1
9
-
2
0
-2
1
-
2
2
-
2
3
-
2
1
-2
0
-
1
9
-1
8-19-2
0
-
2
1
-
2
2
-
2
2
-
2
2
-
2
3-24D2
C-105
B1
C-105
-2
4
-
2
4
-2
4
-2
4
-
2
2
-
2
6
-2
0
-2
4
-
2
4
-26-24-22
-24-22
-20
-
2
2
-22-22
-24
-28 -2
6
-28
-24
-2
0
-
2
4
-2
8
-
2
4
-
2
4
-2
0
B
C
V
A
QR
ST
U
D
E
F J
K
N
G
L
M
ZONE 1 PERMITTED EL -28.0
(NO EXCAVATION BELOW)
ZONE 3 PERMITTED EL -29.0
(NO EXCAVATION BELOW)
MAG ANOMALY
(MARINE DEBRIS)
JB-01 JB-02 JB-03A JB-04A
JB-05 JB-06
JB-07
JB-08
JB-09A JB-10 JB-11A JB-12
JB-13
JB-14A
JB-15JB-16A
JB-17
JB-18
JB-19 JB-20 JB-22 JB-23
IH
O
P
OO PP
QQ RR
SSTT
UUVV
WW XX
YYZZ
ZONE 2 PERMITTED EL -37.0
(NO EXCAVATION BELOW)
JB-18 TARGET EL -34.0
50% PAY BELOW
JB-21
JAY BIRD SHOALS
VIBRACORE POINT TABLE
POINT
JB-01
JB-02
JB-03A
JB-04A
JB-05
JB-06
JB-07
JB-08
JB-09A
JB-10
JB-11A
JB-12
JB-13
JB-14A
JB-15
JB-16A
JB-17
JB-18
JB-19
JB-20
JB-21
JB-22
JB-23
NORTHING
47360.59
47353.14
47352.99
47353.46
46359.73
46354.62
46351.51
46352.65
45360.59
45354.27
45357.10
45348.52
44354.30
44365.30
44361.78
44355.91
46356.27
47361.47
48358.73
48360.94
48360.80
48363.69
48362.99
EASTING
2286596.46
2287596.89
2288596.24
2289594.06
2286605.98
2287598.32
2288605.83
2289609.75
2286606.37
2287598.25
2288592.58
2289595.11
2289602.14
2288598.53
2287596.08
2286597.20
2285603.09
2285602.67
2285596.76
2286596.56
2287600.43
2288600.72
2289602.58
JAY BIRD SHOALS
CONTROL POINT TABLE
POINT
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
OO
P
PP
Q
QQ
R
RR
S
SS
T
TT
U
UU
V
VV
WW
XX
YY
ZZ
NORTHING
48860.91
48860.91
47860.91
47857.74
47360.91
46854.57
46854.89
46855.61
46856.06
46856.16
43856.16
43856.16
44354.57
45356.15
45565.66
48860.91
45667.35
48860.91
46860.91
48505.91
46860.91
48505.91
45860.91
48190.91
45860.91
48190.91
47860.91
47860.91
47860.91
47860.91
48190.91
48190.91
48520.91
48520.91
EASTING
2286099.73
2290099.73
2290099.73
2287099.73
2287099.73
2287604.15
2288099.73
2289734.56
2289974.37
2290099.73
2290099.73
2289099.73
2289099.73
2288101.32
2287892.48
2287188.09
2287791.65
2289173.09
2286599.73
2289173.09
2286099.73
2289443.09
2286099.73
2289443.09
2285099.73
2289093.09
2285099.73
2289093.09
2286099.73
2287643.09
2287643.09
2287753.09
2287753.09
2287188.09
JAY BIRD SHOALS
BORROW AREA
ZONE ACRES
ZONE 1 52.7
ZONE 2 97.5
ZONE 3 114.7
TOTAL 264.9
INDEX:OF
C-104
JA
Y

B
I
R
D

S
H
O
A
L
S
BO
R
R
O
W

A
R
E
A
9
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
0
4
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
4
8

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
/
1
0
/
2
0
2
2

9
:
3
9

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
LEGEND
PROPOSED BORROW AREA CONTROL POINTAN
JAY BIRD SHOALS BORROW AREA
MAG ANOMALY (MARINE DEBRIS)
JAY BIRD SHOALS VIBRACORESJB-#
JAY BIRD SHOALS TARGET DREDGE
AREA WITH 50% PAY BELOW
A2
C-105
1.BATHYMETRY CONTOURS SHOWN IN FEET
REFERENCED TO NAVD88 ARE BASED ON
MULTIBEAM SURVEYS PERFORMED BY
GEODYNAMICS IN JUNE 2019 AND TI COASTAL IN MAY
2021 AND CAN ONLY BE CONSIDERED AS INDICATING
THE CONDITIONS AT THE TIME OF THE SURVEY.
2.BORROW AREA COORDINATES ARE NORTH
CAROLINA STATE PLANE, NAD83 (FEET).
3.THE MEAN HIGH WATER ELEVATION AND MEAN LOW
WATER ELEVATION SHOWN ON THE DREDGE
SECTIONS ARE BASED ON NOAA TIDAL DATUM AT
THE OAK ISLAND, ATLANTIC OCEAN, NC STATION
#8659182.
4.OTHER CONTRACTORS MAY BE PRESENT IN AREAS
WHERE DREDGING OF BEACH FILL MATERIALS IS TO
OCCUR. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ACTIVITIES.
5.SEE TECHNICAL SPECIFICATIONS FOR DATA
SUMMARY OF THE ARCHAEOLOGICAL REMOTE
SENSING AND TARGET IDENTIFICATION STUDY. THE
STUDY CONCLUDES THAT THE TARGETS CONSIST
OF MODERN DEBRIS (WIRE ROPE, PIPE, ETC.)
6.FOR JAY BIRD SHOALS BORROW AREA DREDGE
SECTIONS, SEE SHEET C-105.
7.FOR JAY BIRD SHOALS BORROW AREA VIBRACORE
SUMMARY TABLE, SEE SHEET C-108.
500'0'500'1000'
SCALE: 1''=500'
NOTES
NO DREDGE AREA
D2
C-104
SECTION
SCALE: AS NOTED
EXCLUSION ZONE
-35
-30
-25
-20
-15
-40
-35
-30
-25
-20
-15
-40
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00
EXISTING
GROUND
ZONE 1 PERMITTED EL -28.0
(NO EXCAVATION BELOW)
5:1
5:1
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-40
-35
-30
-25
-20
-15
-40
-35
-30
-25
-20
-15
0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00
EXISTING
GROUND
ZONE 2 PERMITTED EL -37.0
(NO EXCAVATION BELOW)
SLOPE TRANSITION
BETWEEN ZONE 2
AND ZONE 3
5:1
5:1
5:1
ZONE 3 PERMITTED EL -29.0
(NO EXCAVATION BELOW)
B1
C-104
SECTION
SCALE: AS NOTED
MIN 50' BUFFER
EITHER SIDE OF THE
MAG ANOMOLY
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-40
-35
-30
-25
-20
-15
-40
-35
-30
-25
-20
-15
0+00 5+00 10+00 15+00 20+00 25+00 30+00
5:1
5:1
EXISTING
GROUND
ZONE 2 PERMITTED EL -37.0
(NO EXCAVATION BELOW)
TARGET EL -34.0 (50% PAY BELOW)
INDEX:OF
C-105
JA
Y

B
I
R
D

S
H
O
A
L
S

B
O
R
R
O
W
AR
E
A

C
R
O
S
S

S
E
C
T
I
O
N
S
10
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
1
-
C
-
1
0
5
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
4
8

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

7
/
8
/
2
0
2
1

1
1
:
4
1

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
150'0'150'300'
HORIZONTAL SCALE: 1''=300'
5'0'5'10'
VERTICAL SCALE: 1''=5'
A2
C-104
SECTION
SCALE: AS NOTED
-3
6
-3
8
-3
8
-36
-37
-3
8
-
3
9
-38
ZONE 1 PERMITTED EL -40.0
( NO EXCAVATION BELOW)
ZONE 3 PERMITTED EL -39.3
(NO EXCAVATION BELOW)
ZONE 4 PERMITTED EL -42.0
(NO EXCAVATION BELOW)
W X
Y
Z
AA
BB
CC
DD EE
FF
GGHHJJ
KK
LL
MM
CR-07CR-08
CR-09 CR-10
CR-18 CR-19 CR-20
CR-16
CR-01 CR-02 CR-03
CR-101
CR-102
CR-103
CR-11
CR-13CR-14CR-15
CR-17 CR-21
CR-22CR-23
CR-40
CR-04
CR-05
CR-12
ZONE 2 PERMITTED EL -41.7
(NO EXCAVATION BELOW)
NN
CR-06
OO
PP
QQ
RR
SS
TT
UU
WW
XX
YY
D1
C-107
C1
C-107
C3
C-107
A2
C-107
D4
C-107
R2000.00'
AR-430
N: 44676.98
E: 2253003.82
CENTRAL REACH
CONTROL POINTS TABLE
POINT
AA
BB
CC
DD
EE
FF
GG
HH
JJ
KK
LL
MM
NN
OO
PP
QQ
RR
SS
TT
UU
W
WW
X
XX
Y
YY
Z
NORTHING
49222.42
48721.61
48721.89
47721.89
47719.74
46744.47
46769.74
46720.27
46722.06
47722.10
48722.10
49721.82
50256.22
50349.30
50306.30
49980.20
49722.30
48797.10
48722.32
48675.70
50722.96
47721.71
50721.05
48722.42
50221.30
49722.42
49721.06
EASTING
2252645.68
2252654.13
2251663.11
2251662.04
2253662.04
2253661.50
2253161.50
2252161.50
2251328.69
2251395.28
2251461.86
2251528.43
2251564.01
2251031.10
2251036.60
2251157.90
2251059.40
2250988.70
2250924.76
2250884.90
2250665.26
2250661.99
2252615.40
2250664.73
2252565.01
2250665.03
2252614.33
CENTRAL REACH
VIBRACORE CONTROL TABLE
POINT
CR-01
CR-02
CR-03
CR-04
CR-05
CR-06
CR-07
CR-08
CR-09
CR-10
CR-11
CR-12
CR-13
CR-14
CR-15
CR-16
CR-17
CR-18
CR-19
CR-20
CR-21
CR-22
CR-23
CR-40
CR-101
CR-102
CR-103
NORTHING
51229.06
51179.73
51220.27
51215.33
50224.73
50218.14
50219.36
50228.70
49234.44
49224.62
49225.69
49220.35
48225.79
48227.10
48225.39
48222.52
47196.78
47234.38
47226.26
47224.75
47224.88
46235.02
46217.04
49284.32
46218.09
46319.29
46219.72
EASTING
2251170.00
2252163.03
2253091.56
2254162.65
2254166.45
2253167.27
2252009.67
2251166.70
2251168.41
2252171.30
2253167.01
2254405.64
2254157.00
2253158.70
2252158.91
2251162.17
2250150.64
2251315.62
2252158.67
2253136.76
2254160.38
2251142.30
2250365.73
2250310.40
2252165.59
2253165.62
2254164.81
CENTRAL REACH
BORROW AREA
ZONE ACRES
ZONE 1 38.3
ZONE 2 34.4
ZONE 3 8.0
ZONE 4 51.8
TOTAL 132.5
INDEX:OF
C-106
CE
N
T
R
A
L

R
E
A
C
H
BO
R
R
O
W

A
R
E
A
11
SE
P
T
.

2
8
,

2
0
2
1
BP
G
VN
M
NC
V
JD
M
1
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
0
6
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
4
8

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
/
2
4
/
2
0
2
2

1
2
:
0
2

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
LEGEND
PROPOSED BORROW AREA CONTROL POINTAN
CENTRAL REACH BORROW AREA
CENTRAL REACH VIBRACORESCR-#
500'0'500'1000'
SCALE: 1''=500'
1.BATHYMETRY CONTOURS SHOWN IN FEET
REFERENCED TO NAVD88 ARE BASED ON
MULTIBEAM SURVEYS PERFORMED BY
GEODYNAMICS IN JUNE 2019 AND CAN ONLY BE
CONSIDERED AS INDICATING THE CONDITIONS AT
THE TIME OF THE SURVEY.
2.BORROW AREA COORDINATES ARE NORTH
CAROLINA STATE PLANE, NAD83 (FEET).
3.THE MEAN HIGH WATER ELEVATION AND MEAN LOW
WATER ELEVATION SHOWN ON THE DREDGE
SECTIONS ARE BASED ON NOAA TIDAL DATUM AT
THE OAK ISLAND, ATLANTIC OCEAN, NC STATION
#8659182.
4.OTHER CONTRACTORS MAY BE PRESENT IN AREAS
WHERE DREDGING OF BEACH FILL MATERIALS IS TO
OCCUR. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ACTIVITIES.
5.SEE TECHNICAL SPECIFICATIONS FOR DATA
SUMMARY OF THE ARCHAEOLOGICAL REMOTE
SENSING AND TARGET IDENTIFICATION STUDY. THE
STUDY CONCLUDES THAT THE TARGETS CONSIST
OF MODERN DEBRIS (WIRE ROPE, PIPE, ETC.)
6.FOR CENTRAL REACH BORROW AREA DREDGE
SECTIONS, SEE SHEET C-107.
7.FOR CENTRAL REACH BORROW AREA VIBRACORE
SUMMARY TABLE, SEE SHEET C-108.
NOTES
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-45
-40
-35
-30
-45
-40
-35
-30
0+00 5+00 10+00 15+00 20+00 25+00
EXISTING
GROUND
5:1
ZONE 1 PERMITTED EL -40.0
(NO EXCAVATION BELOW)
5:15:1
D1
C-106
SECTION
SCALE: AS NOTED
C1
C-106
SECTION
SCALE: AS NOTED
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-45
-40
-35
-30
-45
-40
-35
-30
-5+00 0+00 5+00 10+00 15+00 20+00
EXISTING
GROUND
5:1
ZONE 3 PERMITTED EL -39.3
(NO EXCAVATION BELOW)
5:1
5:1
C3
C-106
SECTION
SCALE: AS NOTED
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-45-45
-40
-35
-30
-45-45
-40
-35
-30
0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00
EXISTING
GROUND
5:1
5:1
ZONE 4 PERMITTED EL -42.0
(NO EXCAVATION BELOW)
A2
C-106
SECTION
SCALE: AS NOTED
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-45
-40
-35
-30
-45
-40
-35
-30
-5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00
EXISTING
GROUND
5:1
5:1 5:1
5:1
5:1
ZONE 1 PERMITTED EL -40.0
(NO EXCAVATION BELOW)
ZONE 2 PERMITTED EL -41.7
(NO EXCAVATION BELOW)
ZONE 3 PERMITTED EL -39.3
(NO EXCAVATION BELOW)
ZONE 4 PERMITTED EL -42.0
(NO EXCAVATION BELOW)
D4
C-106
SECTION
SCALE: AS NOTED
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-45
-40
-35
-30
-45
-40
-35
-30
-5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00
EXISTING
GROUND
ZONE 2 PERMITTED EL -41.7
(NO EXCAVATION BELOW)
5:15:15:15:1
INDEX:OF
C-107
CE
N
T
R
A
L

R
E
A
C
H
BO
R
R
O
W

A
R
E
A

C
R
O
S
S
SE
C
T
I
O
N
S
12
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
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2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
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1
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C
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1
0
7
;

P
l
o
t
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e
d
:

2
/
1
1
/
2
0
2
2

4
:
4
8

P
M

b
y

M
O
R
G
A
N
,

N
E
K
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L
;

S
a
v
e
d
:

1
/
2
7
/
2
0
2
2

9
:
0
8

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHC AROLI
N
A
E
NGI N E E R
FORP L
A
N
OISS
SEAL
23487
150'0'150'300'
HORIZONTAL SCALE: 1''=300'
5'0'5'10'
VERTICAL SCALE: 1''=5'
INDEX:OF
C-108
BO
R
R
O
W

A
R
E
A

V
I
B
R
A
C
O
R
E
SU
M
M
A
R
Y

T
A
B
L
E
13
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
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i
e
w
e
d

b
y
:
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t
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:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
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d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
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e
\
_
2
0
2
1

t
o

2
0
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2

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e
n
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\
1
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0
4
-
C
-
1
0
8
;

P
l
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t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
4
9

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
1
1
/
2
0
2
2

4
:
0
2

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHC AROL
I
N
A
E
NGI N E E R
FORP L
A
N
OISS
SEAL
23487
JAYBIRD SHOALS BORROW AREA
CENTRAL REACH BORROW AREA
OAK ISLAND SEDIMENT COMPATABILITY
NOTE: WEIGHTED AVERAGE FOR JAY BIRD SHOALS IS CALCULATED BASED ON SAMPLE HEIGHTS DOWN TO PERMITTED DREDGE ELEVATION.
NOTE: WEIGHTED AVERAGE FOR CENTRAL REACH IS CALCULATED BASED ON SAMPLE HEIGHTS DOWN TO PERMITTED DREDGE ELEVATION.
MHW MHW
MHW
MHW MHW MHW
MHW
MHW MHW MHW MHW MHW MHW
MHW MHW MHW
MLW
MLW
MLW
MLW
MLW
MLW MLW
MLW MLW MLW MLW MLW MLW
MLW MLW
MLW MLW
-9
-8
-7
-6
-5
-4
-5
-4
-3-3
-2
-1-1
0
1
22
3
4
5
6
7
8
89 10
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
46
6
+
0
5
46
7
+
0
0
46
8
+
0
0
46
9
+
0
0
47
0
+
0
0
47
1
+
0
0
47
2
+
0
0
47
3
+
0
0
47
4
+
0
0
47
5
+
0
0
47
6
+
0
0
47
7
+
0
0
SM
I
T
H

J
A
M
E
S

M
JR

E
T
A
L
S
MO
R
G
A
N
ST
E
P
H
E
N

J

E
T
PA
T
R
I
C
I
A

G
RI
N
A
L
D
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SU
S
A
N

S
BE
C
K
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R

P
A
M
E
L
A
EL
L
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N
TH
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I
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S
T
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V
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N

P
ET

W
A
N
D
A

L
AB
B
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N
A
N
C
Y

H
ET
A
L
S
TH
E

V
A
U
G
H
N
FA
M
I
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Y

T
R
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S
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MT
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L
L
C
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W
ET
U
X

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I
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N
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M
LO
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T
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J
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F
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G
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C
A
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BO
L
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J
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ET

L
O
R
I

L
EAST BEACH DRIVE
S
M
I
D
D
L
E
T
O
N

A
V
E
3r
d

P
L

E
WEST BEACH DRIVE
OAK ISLAND ELKS LODGE #2769
GORDON JERRY W ET KATHY
CO
N
R
A
D
EZ
R
A

L

&
EV
E
L
Y
N

J
TR
U
S
T
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E
S
BO
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A
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L
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A
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B
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S
O
N

R
H
E
N
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A
BR
O
W
N

L
E
D
L
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Y

N

J
R
ET
A
L
S
MC
P
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A
U
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W
I
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L
I
A
M

D

E
T
NA
N
C
Y

L
BL
O
C
K
A
D
E

R
U
N
N
E
R
LI
F
E

L
L
C
ST
A
N
T
O
N

J
O
S
E
P
H
PE
Y
T
O
N
HE
T
Z
E
L

B
R
A
D
L
E
Y
DU
A
N
E
BE
A
S
L
E
Y

M
A
R
G
A
R
E
T
WI
L
HA
R
R
I
S

K
A
R
E
N

E
OX
F
O
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D
BA
R
B
A
R
A

B
OX
F
O
R
D
BA
R
B
A
R
A

B
EAST DOLPHIN DRIVE
WP01WP02
WP03
WP04WP05
20:1 SLOPE
20:1 SLOPE
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
4:1 SLOPE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
EXISTING MHW
EXISTING MTL
EXISTING MLW
5:1 SLOPE
5:1 SLOPE
ATLANTIC OCEAN
4:1 SLOPE
C1
C-300
DUNE WALKOVER,
TYP, SEE NOTE 3
TRANSITION 100 FT TO
THE EAST INTO
EXISTING, SEE NOTE 5
BASE PROJECT
INDEX:OF
C-110
SI
T
E

P
L
A
N

1

O
F

1
4
14
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
1
N
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
1
0
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
0

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
/
2
7
/
2
0
2
2

5
:
5
2

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
60'0'60'120'
SCALE: 1''=60'
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
5.100' TRANSITION TO TIE INTO EXISTING PROFILE AT STATION 465+00.
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MHW MHW MHW
MHW
MHWMLWMLWMLWMLW
ML
W
MLW MLW MLW MLW MLW
MLW MLW MLW MLW MLW
MLW
MLWMLW
MLW MLW
MLW
MLW MLW
MLW
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
8
10
7
8
8
12
8
8
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
20:1 SLOPE
20:1 SLOPE
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
4:1 SLOPE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
EXISTING MHW
EXISTING MTL
EXISTING MLW
5:1 SLOPE
5:1 SLOPE
ATLANTIC OCEAN
4:1 SLOPE
DUNE WALKOVER,
TYP, SEE NOTE 3
BEACH PUBLIC ACCESS,
TYP, SEE NOTE 4
EMERGENCY VEHICLE
ACCESS, TYP, SEE A1
C-501
PROPOSED 75' SUBLINE
CORRIDOR, SEE SHEET C-101
C1
C-300
MO
U
R
A

R
O
B
E
R
T
A
E
T

S
A
N
D
R
A

B
LI
L
L
E
Y

D
O
U
G
L
A
S
MA
C
O
N

E
T
U
X
LI
L
L
E
Y

N
A
N
C
Y
A
N
N
BR
A
D
L
E
Y
HI
N
S
O
N

S
H
A
R
O
N

S
KU
N
Z
M
A
N

D
A
V
I
D
GO
R
D
O
N

&

E
T
A
L
S
KA
T
T
A
S

R
O
N
A
L
D

&
BE
T
H

J
A
C
H
I
M
CL
A
R
K

W
I
L
L
I
A
M

B
ET
U
X

K
A
R
E
N

D
FL
Y
N
N

F
L
O
Y
D

W
ET
U
X
CB

&

G
H

L
L
C

&
PA
U
L
A

B
Y
R
D
RE
A
R
D
O
N
SE
T
T
L
E
M
E
Y
E
R
EL
I
Z
A
B
E
T
H

B

&
TI
M
O
T
H
Y

R
JA
M
E
S

A
N
D

J
U
L
I
E
CH
I
A
R
E
L
L
A
FA
M
I
L
Y

T
R
U
S
T
SA
I
N

J
U
D
Y

W
ET
U
X

W
A
R
R
E
N
CA
I
N
E
S

S
A
M
U
E
L
K
A
N
D

C
A
I
N
E
S
AR
R
I
E

L
SI
X

B
E
A
C
H

B
U
M
S
LL
C
RI
C
H
A
R
D
S
O
N
TH
A
X
T
O
N

J
R

E
T
RU
T
H
DI
E
L

H
A
R
R
Y
AL
L
E
N

E
T

G
L
O
R
I
A
SE
D
L
A
K

K
E
N
N
E
T
H
D
GR
A
H
A
M
ST
E
P
H
E
N

G

E
T
U
X
KA
R
E
N

A
SH
A
N
E

P
E
T
E
R

M
ET

M
A
R
T
H
A
CH
A
M
A
L
L
A
S
DO
R
R
E
L
L

J
O
S
E
P
H
LY
N
N
YA
P

T
E
R
E
S
I
T
A

P
TR
I
P
L
E

B

G
R
O
U
P
LL
C
BA
L
D
E
S

L
O
R
I
HU
M
B
L
E

E
T
A
L
S
MU
R
R
A
Y

M
I
C
H
A
E
L
ET

K
A
T
H
L
E
E
N
LI
V
I
N
G
S
T
O
N
HO
W
A
R
D

M
NE
L
S
O
N

L
E
W
I
S

H

I
I
I
ET

N
A
N
C
Y

H
MA
S
T
R
O
N
A
R
D
Y
MI
C
H
A
E
L

G
MO
U
R
A

R
O
B
E
R
T

A
ET
U
X

S
A
N
D
R
A

B
WEST BEACH DRIVE
5t
h

P
L

W
2n
d

P
L

W
47
8
+
0
0
47
9
+
0
0
48
0
+
0
0
48
1
+
0
0
48
2
+
0
0
48
3
+
0
0
48
4
+
0
0
48
5
+
0
0
48
6
+
0
0
48
7
+
0
0
48
8
+
0
0
48
9
+
0
0
49
0
+
0
0
49
1
+
0
0
49
2
+
0
0
49
3
+
0
0
WP06
INDEX:OF
C-111
SI
T
E

P
L
A
N

2

O
F

1
4
15
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
2
N
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
1
1
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
0

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
3
/
2
0
2
2

9
:
1
4

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
0
60'0'60'120'
SCALE: 1''=60'
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
49
4
+
0
0
49
5
+
0
0
49
6
+
0
0
49
7
+
0
0
49
8
+
0
0
49
9
+
0
0
50
0
+
0
0
50
1
+
0
0
50
2
+
0
0
50
3
+
0
0
50
4
+
0
0
50
5
+
0
0
50
6
+
0
0
50
7
+
0
0
50
8
+
0
0
50
9
+
0
0
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
4:1 SLOPE
4:1 SLOPE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
EXISTING MHW
EXISTING MTL
EXISTING MLW
5:1 SLOPE
5:1 SLOPE
DUNE WALKOVER,
TYP, SEE NOTE 3 BEACH PUBLIC ACCESS,
TYP, SEE NOTE 4
C1
C-300
MHW MHW MHW MHW MHW
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW
MLW
MLW MLW ML
W
MLW
MLW
MLW
MLWMLWMLW
MLW
MLW
MLW MLW
ML
W
MLW
MLW
MLW
M
L
W
MLW
M
L
W
MLW MLW MLW MLW MLW
MLW
MLW MLW
M
L
W
MLW
MLWMLWMLW MLW MLW
MLW MLW MLW
MLW
MLW
M
L
W
MLW MLW MLW MLW
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
1
22
3
4
5
6
7
8
6
7
7
9
1112
WO
R
K

W
I
L
L

W
A
I
T
LL
C
WA
D
D
E
L
L

G

T
O
D
D
ET
U
X

V
I
C
K
I

B
PA
R
K
E
R
DU
R
W
O
O
D

T

E
T
U
X
GL
O
R
I
A
MI
L
T
O
N

C

D
A
R
R
IN
C
MU
I
R

P
E
T
E
R

J
ET
U
X

M
A
R
I
E
WE
R
N
E
R
ED
M
O
N
D
S

M
A
R
I
O
N
M
E
T

E
D
I
T
H

C

(
L
T
)
HA
S
A
N
A
J

X
A
J
E

A
ET
U
X

R
I
T
A

M
RO
B
E
R
T

H
E
D
R
I
C
K
FA
M
I
L
Y

T
R
U
S
T
ET
A
L
S
SA
N
S
B
U
R
Y

F
R
E
D

H
ET

D
I
A
N
E

H
OV
E
R
T
O
N

C
O
Y

L
RJ

L
U
T
Z
PR
O
P
E
R
T
I
E
S

L
L
C
7t
h

P
L

W
WEST BEACH DRIVE
WA
L
K
E
R

K
E
N
N
E
T
H
L
E
T
U
X

S
U
Z
A
N
N
E

T
BA
X
L
E
Y

M
I
C
H
A
E
L
O
&

M
B
R

R
E
N
T
A
L
S
LL
C
WI
M
B
I
S
H
RI
C
H
A
R
D

S
10
t
h

P
L

W
AP
P
E
R
S
O
N
DO
U
G
L
A
S

M
JR

E
T

D
A
M
A

D
BI
N
G
A
Y

T
H
O
M
A
S
E
E
T

P
A
T
R
I
C
I
A

M
SA
N
T
A
M
A
R
I
A
LE
O
N
A
R
D

E
T
SU
S
A
N
GU
N
T
H
E
R
GL
O
R
I
A

B
O
N
E
GU
N
T
H
E
R
GL
O
R
I
A

B
O
N
E
BA
N
K
S

J
O
H
N

E
&
T
O
N
Y

R
A
Y
GA
L
L
I
H
E
R
AN
D
E
R
S
O
N
GA
R
Y

W
BR
O
A
C
H
DA
V
I
D
ET
A
L
S
TR
I
P
L
E
T
T
E
KE
I
T
H

E
T
U
X
WA
N
D
A
EB
A
C
H
E
R

D
A
V
I
D
D
E
T

C
L
A
I
R
E

A
BL
U
E
DR
A
G
O
N
F
L
Y
LL
C
LM
F
VE
N
T
U
R
E
S
LL
C
JO
N
A
T
H
A
N

D
ET
U
X

C
H
A
P
P
E
L
L
IL
S
Y

M
A
Y
LA
N
E
AN
N
-
I
V
E
Y
W
JA
E
G
E
R
BE
N
J
A
M
I
N

G
I
N
A
M
M

E
T
U
X
JA
E
G
E
R
WP07
WP09
WP10
WP08
INDEX:OF
C-112
SI
T
E

P
L
A
N

3

O
F

1
4
16
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
3
N
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
1
2
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
1

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
/
2
8
/
2
0
2
2

1
0
:
3
7

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHC AROL
I
N
A
E
NGI N E E R
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
1
60'0'60'120'
SCALE: 1''=60'
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
WEST BEACH DRIVE
17
t
h

P
L

W
13
t
h

P
L

W
HE
N
D
E
R
S
O
N
AL
L
E
N

E
T
U
X
GR
I
G
O
R
I
E
V
A
TA
T
I
A
N
A
CH
I
L
B
E
R
G
GE
O
R
G
E

C

E
T
A
L
S
SL
O
A
N
CO
U
R
T
N
E
Y
HA
T
C
H
RI
C
H
A
R
D

W

I
I
I

&
SU
A
N
N
E

M
BO
Y

J
U
L
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N
N
CA
T
U
C
C
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M

&

L
RU
Z
Z
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T
R
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L
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L
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C
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B
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O
N

I
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N
Y

F
I
S
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KA
S
B
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R
G

K
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U
X

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A
B
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T
H

L
SH
I
P
W
A
S
H

F
R
E
D

L
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E
L
I
Z
A
B
E
T
H
ME
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D
A
L
O
F
F
AL
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A
N
D
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R

I
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M
A
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M
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J
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MI
C
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B

J
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L
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A
N
N
KN
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A
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Y
L

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A
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A

M
AL
M
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D
JE
R
R
Y

M

E
T
MA
D
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L
Y
N

W
SC
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D
E
N
N
I
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J
&

P
A
T
R
I
C
I
A
TR
U
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T
E
E
S
DA
R
R

J
A
C
O
B
LA
W

J
R

A
N
D
CA
R
O
L

L
O
L
F
I
N
MC
C
R
A
Y
LI
N
D
A
TE
I
X
E
I
R
A
ST
E
P
H
E
N

H
WH
I
C
K
E
R
LU
C
I
N
D
A

C
RJ

L
U
T
Z
PR
O
P
E
R
T
I
E
S
LL
C
RJ

L
U
T
Z
PR
O
P
E
R
T
I
E
S
LL
C
RE
Y
N
O
L
D
S
JU
L
I
E

T
R
U
S
T
E
E
CR
I
S
S
M
A
N
CH
A
R
L
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C

E
T
LI
N
D
A
YE
O
W
E
L
L
HE
A
T
H
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R

N
TR
U
S
T
E
E
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MHW MHW MHW
MLW MLW MLW MLW MLW
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
MLW MLW MLW MLW
MLW
-10
-9
-8
-7
-6
-5
-4
-5
-4
-3-3
-2
-1
0
1
22
3
4
5
6
7
8
9109
9
9 10
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
51
0
+
0
0
51
1
+
0
0
51
2
+
0
0
51
3
+
0
0
51
4
+
0
0
51
5
+
0
0
51
6
+
0
0
51
7
+
0
0
51
8
+
0
0
51
9
+
0
0
52
0
+
0
0
52
1
+
0
0
52
2
+
0
0
52
3
+
0
0
52
4
+
0
0
52
5
+
0
0
WP11WP12
20:1 SLOPE 20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
5:1 SLOPE
5:1 SLOPE
EXISTING MHW
EXISTING MTL
EXISTING MLW
4:1 SLOPE
DUNE WALKOVER,
TYP, SEE NOTE 3
BEACH PUBLIC ACCESS,
TYP, SEE NOTE 4
C1
C-300
INDEX:OF
C-113
SI
T
E

P
L
A
N

4

O
F

1
4
17
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
4
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
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d

b
y
:
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a
w
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n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
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j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
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n
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p
r
.
Ma
r
k
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I
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A
N
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N
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I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
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A
c
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2
0
2
1

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2
0
2
2

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1
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3
;

P
l
o
t
t
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d
:

2
/
1
1
/
2
0
2
2

4
:
5
1

P
M

b
y

M
O
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G
A
N
,

N
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K
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L
;

S
a
v
e
d
:

1
/
2
8
/
2
0
2
2

1
0
:
3
7

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
2
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
WEST BEACH DRIVE
23
r
d

P
L

W
20
t
h

P
L

W
JI
L
L
S
O
N

A
A
R
O
N

D
A
V
I
D
ET
U
X

K
A
T
H
E
R
I
N
E

F
AR
B
U
T
I
N
A
CH
R
I
S

R
LO
W
D
E
R

E
L
I
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A
B
E
T
H
BR
A
W
L
E
Y

E
T
A
L
S
GR
O
S
S
I

J
O
H
N

V
ET
U
X

K
A
R
E
N

L
DU
R
E
L
L
BA
R
R
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T
T

R
A
M
S
A
Y
ET
U
X

D
E
B
R
A
CL
A
R
K
JA
N
E

M
TU
C
H
S
C
H
E
R
E
R
NA
N
C
Y

D
U
C
K
E
R
ST
R
O
B
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L
PH
I
L
I
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K

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JO
Y

U
DA
N
B
Y

A
L
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N
E
M
G
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W
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LE
A
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E
R
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D
A
N
I
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L
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L
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A
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KA
T
H
L
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N

A
N
N
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C
H
U
S
K
Y
LI
N
D
A

H

E
T
V
I
R
WI
L
L
I
A
M

J
BR
I
G

A
DU
N
E

L
L
C
BA
K
E
R

G
E
O
R
G
E
E
&

H
A
S
T
I
N
G
S
JA
M
E
S

C
MA
N
N

E
L
A
I
N
E
UN
D
E
R
W
O
O
D
BE
S
S
I
E

B
LL
C

T
H
E
PA
U
L

S
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I
R
L
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Y
BE
T
H

E
T
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P
A
U
L
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C
H
A
R
D

J
O
S
E
P
H
DR
I
S
C
O
L
L

D
E
N
N
I
S
AN
D

C
L
E
E
K
CA
R
R
I
E
DE
N
N
I
N
G
DE
B
R
A

J
LE
O
N
A
R
D

D
A
N
N
Y

C
ET
U
X

D
O
R
O
T
H
Y

K
BE
C
K
E
R
MI
C
H
A
E
L

S
DR
I
S
C
O
L
L
RO
B
E
R
T

L
E
E
ET
U
X

P
A
U
L
A

P
HE
N
D
E
R
S
O
N
KR
I
S
T
I
N

L
O
R
E
JO
H
N
S
O
N
DO
N
A
L
D

S
R

E
T
BI
L
L
I
E

J
O
H
N
S
O
N
PI
C
K
R
E
L
CH
A
R
L
E
S
ET
U
X
MI
C
H
E
L
L
E
BL
A
N
C
H
F
I
E
L
D
DI
A
N
N
E
MA
R
G
A
R
E
T
AL
L
E
N

E
T
U
X
WA
N
D
A

H
20
2
1
PR
O
P
E
R
T
I
E
S
LL
C
JI
L
L
S
O
N

A
A
R
O
N

D
A
V
I
D
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MHW
MHW MHW MHW MHW MHW MHW MHW
MLW
MLW
ML
W
ML
W
MLW MLW MLW
MLW MLW MLW MLW MLW MLW MLW MLW MLW
MLW MLW MLW MLW
MLW
MLW MLW
-10
-9
-8
-7
-6
-5
-4
-3
-3
-2
-1
0
1
22
3
4
5
6
7
1213
9
10
11
11 10
10 9
8
8
12
MLW MLW MLW MLW MLW MLW MLW MLW
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
52
6
+
0
0
52
7
+
0
0
52
8
+
0
0
52
9
+
0
0
53
0
+
0
0
53
1
+
0
0
53
2
+
0
0
53
3
+
0
0
53
4
+
0
0
53
5
+
0
0
53
6
+
0
0
53
7
+
0
0
53
8
+
0
0
53
9
+
0
0
54
0
+
0
0
WP13
WP15
WP14
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTHB.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE
5:1 SLOPE
5:1 SLOPE
EXISTING MHW
EXISTING MTL
EXISTING MLW
DUNE WALKOVER,
TYP, SEE NOTE 3
BEACH PUBLIC ACCESS,
TYP, SEE NOTE 4EMERGENCY VEHICLE
ACCESS, TYP, SEE A1
C-501
PROPOSED 75' SUBLINE
CORRIDOR, SEE SHEETC-101
C1
C-300
INDEX:OF
C-114
SI
T
E

P
L
A
N

5

O
F

1
4
18
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
5
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
1
4
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
2

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
/
2
8
/
2
0
2
2

1
0
:
3
6

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
3
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
WEST BEACH DRIVE
27
t
h

P
L

W
25
t
h

P
L

W
CO
O
K

A
N
D
R
E
W

G
ET
U
X

M
A
R
G
A
R
E
T

R
PH
I
L
L
I
P
S

T
I
M
O
T
H
Y

G
L
E
N
N
ET
U
X

P
H
I
L
L
I
P
S

M
A
R
Y

L
PU
G
H

W
I
L
L
I
A
M

J
R

&
JA
N

P

T
R
U
S
T
E
E
S
WA
R
D

M
I
C
H
A
E
L
ET
U
X

P
E
G
G
Y
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M
P
B
E
L
L
BE
A
C
H

L
L
C
CO
R
B
E
T
T
SH
I
R
L
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Y

R
RO
B
E
R
T
S

M
A
R
K

A
ET
U
X

C
Y
N
T
H
I
A

W
SH
A
N
N
O
N
JO
H
N

T
DR
I
S
C
O
L
L
PR
O
P
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R
T
I
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S

L
L
D
SE
A

R
I
P
P
L
E
LL
C
NE
L
S
O
N

A
N
N
E

F
ET
V
I
R

N
E
L
S
O
N
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L
L
I
A
M

H

M
RJ

L
U
T
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P
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L
L
C
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N
H
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D
A
V
I
D
Z
E
T
U
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R
I
T
A
LA
W
S

F
A
M
I
L
Y
TR
U
S
T

T
H
E
MA
R
T
I
N

T
I
M
O
T
H
Y
AL
L
E
N
JO
N
E
S

M
A
R
K

A

E
T
CA
T
H
Y

A

&

E
T
A
L
S
RE
Y
N
O
L
D
S

R
O
S
S
B
E
T
U
X

A
M
Y
MO
O
D
Y

F
R
E
D
E
R
I
C
K
JR

&

C
A
T
H
Y

P
I
N
A
R
D
RI
C
H
L
I
N
G

R
O
B
E
R
T
ET
U
X

R
E
B
E
C
C
A
ED
D
I
N
S
JA
M
E
S

T
DA
W
S
O
N

W

H

I
I
I

&
AN
N

M
-
T
R
U
S
T
E
E
S
DO
L
E
S

L
O
N
N
I
E

R
ET
U
X

J
E
N
N
I
F
E
R

S
PH
E
L
P
S

G
E
N
E

P
ET
U
X

S
A
D
I
E

M
HU
S
B
A
N
D
S
KA
T
H
R
Y

H
TR
U
S
T
E
E
BR
O
O
K
S
CH
A
R
L
E
S

A
MA
R
T
I
N

W
E
L
L
S

I
I
I
ET
U
X

K
A
R
E
N

L
Y
N
N
FR
A
N
C
I
S

G
R
E
G
O
R
Y

J
ET

S
A
N
D
R
A

L
C
K
I
S
PR
O
P
E
R
T
I
E
S
LL
C
FE
R
G
U
S
O
N

J
O
H
N

J
ET
U
X

M
A
R
Y
JI
L
L
S
O
N

A
A
R
O
N

D
A
V
I
D
ET
U
X

K
A
T
H
E
R
I
N
E

F
MHW MHW MHW
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW MLW
MLW
MLW
MLW MLW
MLW
MLW MLW MLW MLW
MLW
MLW
MLW
MLW
MLWMLWMLWMLW MLW ML
W
MLW
MLW MLW MLW MLW MLW
MLW
MLW
MLW MLW MLW MLW
MLW
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
8
14
9
8
910
14
10
11
12
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
54
1
+
0
0
54
2
+
0
0
54
3
+
0
0
54
4
+
0
0
54
5
+
0
0
54
6
+
0
0
54
7
+
0
0
54
8
+
0
0
54
9
+
0
0
55
0
+
0
0
55
1
+
0
0
55
2
+
0
0
55
3
+
0
0
55
4
+
0
0
55
5
+
0
0
55
6
+
0
0
WP16
WP17
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE4:1 SLOPE
4:1 SLOPE
5:1 SLOPE
EXISTING MHW
EXISTING MTL
EXISTING MLW
DUNE WALKOVER,
TYP, SEE NOTE 3
BEACH PUBLIC ACCESS,
TYP, SEE NOTE 4PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
C1
C-300
D1
C-300
INDEX:OF
C-115
SI
T
E

P
L
A
N

6

O
F

1
4
19
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
6
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
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r
i
s
h
m
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n
t

P
r
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j
e
c
t
\
1
0
1
2
8
0
1
-
C
-
1
1
5
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
3

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
/
2
8
/
2
0
2
2

1
0
:
3
5

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
4
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
WEST BEACH DRIVE
33
r
d

P
L

W
30
t
h

P
L

W
BI
A
L
I
K

B
A
R
R
Y

E
T
U
X
SH
E
L
L
E
Y

R
A
T
T
E
R
M
A
N
GE
O
R
G
E

M
C
I
V
E
R
BR
A
N
N
O
N
DE
C
L
A
R
A
T
I
O
N

O
F
TR
U
S
T
CO
N
R
A
D
MA
R
S
H
A
L
L

L
SP
R
Y
E
AN
N
E

L
E
E
CR
A
V
E
N

P
H
O
E
B
E

&
RO
B
E
R
T

M
O
N
S
O
N
ET
A
L
S
HA
M
I
L
T
O
N

K
E
N
N
E
T
H
ET
U
X

P
A
T
R
I
C
I
A
CA
L
C
U
T
T

S
T
E
P
H
E
N

D
ET

K
A
R
E
N

T
RH
O
N
E
Y

R
O
B
E
R
T
W
&

J
E
R
R
Y

&
ET
A
L
S
GA
R
D
N
E
R

K
E
V
I
N

A
ET

K
A
R
E
N

Z
WE
R
N
E
R

R
O
B
E
R
T

J
ET
U
X

B
A
R
B
A
R
A

A
N
N
DA
V
E
S

L
E
G

A

S
E
A

L
L
C
LA
W
R
E
N
C
E

K
E
N
T

W
ET
U
X

S
H
A
N
N
O
N

C
WH
I
T
E

G
E
O
R
G
E

P
ET
U
X

B
O
N
N
I
E

W
DA
V
I
S

F
R
E
D
A
F
E
T
A
L
S
CA
I
N
E
S
SA
M
U
E
L

K
OA
K
R
I
D
G
E
AS
S
O
C
I
A
T
E
S

E
T
A
L
S
FL
O
R
E
T
T
A
IM
P
O
R
T
S

I
N
C
MA
C
I
N
T
O
S
H
VI
C
T
O
R

H

E
T
KA
R
E
N

C
BO
D
E
N
H
E
I
M
E
R
DA
V
I
D

Z

E
T
U
X

R
I
T
A
ME
I
H
A
U
S
ST
A
N
L
E
Y

A

I
I
I
ET
U
X

E
L
L
E
N

B
BR
I
G
H
T
PA
R
S
U
N

L
L
C
BR
I
G
H
T
PA
R
S
U
N

L
L
C
BR
I
G
H
T
PA
R
S
U
N

L
L
C
BR
I
G
H
T
PA
R
S
U
N

L
L
C
HA
G
E
L

M
A
R
K

C
ET
U
X

L
U

A
C
&

E

B
Y

T
H
E
SE
A

L
L
C
CL
E
W
I
S

W
I
L
L
I
A
M

E

J
R
ET
U
X

C
A
R
L
E
E
N

H
MHW
MHW MHW MHW MHW MHW MHW MHW MHW MHW
MHW MHW MHW MHW MHW MHW MHW
MHW MHW MHW
MLW
MLW
MLW
MLW MLW
MLW ML
W
MLW
MLW
MLW MLW
MLW
MLW
MLW
ML
W
MLW MLW
MLW MLW MLW
MLW MLW
MLW
MLW MLW
MLW
MLW MLWMLW
MLW
MLW
MLW
MLW
MLW MLW
-9
-9
-9
-8
-7
-6
-5
-4
-3
-3-3
-2
-1
0
1
2
3
4
56
7
8
9
13
9
11
9
15
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
55
7
+
0
0
55
8
+
0
0
55
9
+
0
0
56
0
+
0
0
56
1
+
0
0
56
2
+
0
0
56
3
+
0
0
56
4
+
0
0
56
5
+
0
0
56
6
+
0
0
56
7
+
0
0
56
8
+
0
0
56
9
+
0
0
57
0
+
0
0
57
1
+
0
0
57
2
+
0
0
WP18
WP19
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE5:1 SLOPE
EXISTING MHW
DUNE WALKOVER,
TYP, SEE NOTE 3
BEACH PUBLIC ACCESS,
TYP, SEE NOTE 4
EXISTING MTL
EXISTING MLW
PROPOSED 75' SUBLINE
CORRIDOR, SEE SHEETC-101
D1
C-300
C1
C-300
INDEX:OF
C-116
SI
T
E

P
L
A
N

7

O
F

1
4
20
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
7
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
1
6
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
3

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
/
2
8
/
2
0
2
2

1
0
:
3
4

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
5
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
WEST BEACH DRIVE
39
t
h

P
L

W
36
t
h

P
L

W
TU
C
K
E
R

C
L
A
Y
T
O
N
TE
R
R
Y
WI
L
K
S

C
A
P
I
T
A
L
IN
V
E
S
T
M
E
N
T

L
L
C
GE
P
H
A
R
T

R
I
C
H
A
R
D

M
ET
U
X

C
A
T
H
E
R
I
N
E

R
BE
N
N
E
T
T
JO
N
A
T
H
A
N
PE
T
E
R
MA
R
K
U
S
S
O
N
DE
N
N
I
S

H
MC
A

L
I
V
I
N
G
LL
C
OA
K
R
I
D
G
E
AS
S
O
C
I
A
T
E
S

L
L
C
BI
L
L
M
A
N
EL
A
I
N
E

A
SM
I
T
H

B
R
E
N
T

J
ET
U
X

S
M
I
T
H
MI
C
H
E
L
L
E
AT
K
I
N
S

J
A
M
E
S

M
ET
U
X

A
T
K
I
N
S
JO
A
N
I
E
SM
I
T
H
BO
N
N
I
E

J
WH
I
T
L
E
Y
TH
O
M
A
S

H

J
R
ET
A
L
S
HY
S
O
N
G

J
A
M
E
S

B
ET

P
A
G
E

B
WI
L
L
I
A
M

T
O
D
D
PI
C
K
E
R
I
N
G

T
R
U
S
T

A
N
D
LE
E

A
N
N

P
I
C
K
E
R
I
N
G
PA
C
U
L
A

L
O
U

A
N
N

W
ET
V
I
R

P
A
C
U
L
A
ST
A
N
I
S
L
A
U
S

R
RO
G
E
R
S
EL
I
S
E
B
E
T
H

R
I
V
E
S
FL
O
R
I
O

A
N
T
H
O
N
Y
ET

J
A
N
I
C
E

H
MC
C
L
E
L
L
A
N

J
A
N
E

B
TR
U
S
T
E
E
HO
B
B
Y

A
N
D
HO
B
B
Y

L
L
C
LO
S
E
R

E
A
R
L

G

J
R
LI
V
I
N
G

T
R
U
S
T
HU
L
B
E
R
T
KE
V
I
N

E
WO
O
T
E
N
SA
N
D
R
A

G
OU
R
Y

F
R
A
N
K

E
ET
U
X

R
A
M
O
N
A

L
BO
D
E
N
H
E
I
M
E
R

D
A
V
I
D
ET
U
X

R
I
T
A
KI
N
G

G
E
O
R
G
E

S
ET

C
A
R
O
L
Y
N

J
HI
N
S
H
A
W

S
T
E
P
H
E
N

M
ET
U
X

J
A
N
E
AT

B
E
A
C
H
HO
M
E
S

L
L
C
AT

B
E
A
C
H
HO
M
E
S

L
L
C
BA
G
A
A
S
E
N

B
Y
R
O
N
CA
R
L
T
O
N

E
T
U
X

K
I
M

P
MHWMHW MHW
MHW MHW MHW
MHW MHW MHW MHW MHW MHW
MHW
MHW MHW MHW
MHW MHW MHW MHW MHW
MLW MLW
MLW
MLW
MLW MLW
MLW MLW MLW
MLW
MLW
MLW
MLW
MLW MLW
MLW
MLW MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
-9
-8
-7
-6
-5
-4
-3-3
-2
-1
01
22
3
4
5
67
8
9
15
13
11
11
10
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
57
3
+
0
0
57
4
+
0
0
57
5
+
0
0
57
6
+
0
0
57
7
+
0
0
57
8
+
0
0
57
9
+
0
0
58
0
+
0
0
58
1
+
0
0
58
2
+
0
0
58
3
+
0
0
58
4
+
0
0
58
5
+
0
0
58
6
+
0
0
58
7
+
0
0
WP20
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE5:1 SLOPE
5:1 SLOPE
EXISTING MHW
EXISTING MTL
EXISTING MLW
DUNE WALKOVER,
TYP, SEE NOTE 3
BEACH PUBLIC ACCESS,
TYP, SEE NOTE 4
C1
C-300
INDEX:OF
C-117
SI
T
E

P
L
A
N

8

O
F

1
4
21
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
8
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
1
7
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
3

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
/
2
8
/
2
0
2
2

1
0
:
3
3

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
6
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
WEST BEACH DRIVE
42
n
d

P
L

W
NA
T
H
A
N

H
E
N
R
Y

P
A
U
L
ET
U
X

J
U
L
I
E

H
O
R
N
E
R
GU
T
I
E
R
R
E
Z

F
R
A
N
C
I
S
R
J
R

E
T
U
X

G
U
T
I
E
R
R
E
Z
LI
S
A

L
CAPEL JESSE
ETALS
CH
A
U
D
H
U
R
I

D
E
B
I
PR
A
S
A
D

&

M
I
T
H
U
BE
A
M

J
O
S
E
P
H

D

J
R
ET

J
U
D
I
T
H
PA
I
N
L
E
Y
KI
M
B
E
R
L
Y

L
PI
T
T
S

K
E
I
T
H

B
ET
U
X

M
A
R
G
A
R
E
T
S
HE
A
R
D
SA
R
A

F
BO
R
U
M

N
A
N
C
Y

W

A
N
D
CR
U
T
H
I
S

M
A
R
I
A
N
N
E

W
HE
A
R
D
VE
L
M
A

H
YO
R
K
S
H
I
R
E

R
E
A
L
ES
T
A
T
E

L
L
C
KU
R
Z
KE
L
L
Y

C
RO
S
E
N

R
O
B
E
R
T

D
ET

C
A
R
L
A

E
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MHW
MHW MHW MHW MHW MHW MHW MHW MHW
MLW
MLW MLW MLWMLW MLW
MLW MLW MLW MLW MLW
MLW
MLW
MLW MLW MLW MLW MLWMLW MLW
MLW
MLW
MLWMLWMLW
MLW
MLW MLW
MLW
MLW MLW
MLW
MLW
MLW
MLWMLW
M
L
W
MLW MLW
MLWMLWMLWMLWMLW
-9
-8
-7
-6
-5
16
15
10
11
9
8
7
6
5
22
3
1
0
-1
-2
-3-3
-4
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
58
8
+
0
0
58
9
+
0
0
59
0
+
0
0
59
1
+
0
0
59
2
+
0
0
59
3
+
0
0
59
4
+
0
0
59
5
+
0
0
59
6
+
0
0
59
7
+
0
0
59
8
+
0
0
59
9
+
0
0
60
0
+
0
0
60
1
+
0
0
60
2
+
0
0
60
3
+
0
0
WP21
WP22
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTHB.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE5:1 SLOPE
5:1 SLOPE
EXISTING MHW
EXISTING MTL
EXISTING MLW
BEACH PUBLIC ACCESS,
TYP, SEE NOTE 4
DUNE WALKOVER,
TYP, SEE NOTE 3
PROPOSED MLW C1
C-300
INDEX:OF
C-118
SI
T
E

P
L
A
N

9

O
F

1
4
22
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
9
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
1
8
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
4

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

1
/
2
8
/
2
0
2
2

1
0
:
3
2

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
7
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
WEST BEACH DRIVE
51
s
t

P
L

W
48
t
h

P
L

W
HO
B
B
Y

A
N
D
HO
B
B
Y

L
L
C
OD
E
L
L

W

H
CR
I
S
S
M
A
N

B
R
O
T
H
E
R
S
LL
C

&

B
R
U
S
H
Y

M
O
U
N
T
A
I
N
RD

L
L
C
MO
N
T
G
O
M
E
R
Y
RO
S
E
CI
L
I
B
E
R
T
I
BA
R
R
I
E

S
SH
E
L
L
E
Y

W
I
L
L
I
A
M

J
SR

&

S
E
A
T
T
E
R

B

J
ST
E
R
S
U
K
E

L
L
C
ED
S
O
N
SU
Z
A
N
E
DOZIER VIRGINIA
S TRUSTEE
DA
R
R
I
G
R
A
N
D
EL
L
E
N
GA
L
I
C
K

A
L
I
C
E
NI
C
H
O
L
S
O
N
CO
N
N
E
L
L
Y
JE
A
N

B
JO
N
E
S

A
R
T
H
U
R

W
ET

E
L
L
E
N

S
VO
I
E
R
S

E
L
I
Z
A
B
E
T
H
FR
E
E
Z
E

E
T
V
I
R
VO
I
E
R
S

A
N
T
H
O
N
Y

S
FR
E
E
Z
E

F
A
M
I
L
Y
LI
M
I
T
E
D
PA
R
T
N
E
R
S
H
I
P
#
1
WI
N
D
W
A
R
D

M
A
R
K
OA
K

I
S
L
A
N
D

L
L
C
KI
E
S
S
L
E
R
PA
U
L
I
N
E

C
MC
L
E
O
D

J
A
M
E
S

W
ET
U
X

K
A
R
E
N

L
DE
R
U
E

J
A
M
E
S
W
S
R

E
T
A
L
S
PR
I
M
E

T
I
M
E

O
F
OA
K

I
S
L
A
N
D

L
L
C
BA
N
K
S
CH
R
I
S
T
O
P
H
E
R

A
KN
I
G
H
T

F
L
E
T
C
H
E
R
ET
U
X

J
U
D
Y
HO
R
O
W
I
T
Z

J
O
E
L

E
T
KA
R
E
N

J
O
N
E
S
HA
R
T
S
E
L
L
LO
U
I
S
E

R

E
T
U
X
TH
O
M
A
S

V
I
C
T
O
R
I
A
S
&

A

M

L
A
N
Z
A
R
A
EL
L
I
N
G
T
O
N

B
Y
R
O
N

W
ET
U
X

S
T
E
P
H
A
N
I
E

F
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW
ML
W
M
L
W
MLW
MLW
MLW MLW
MLW MLW MLW
MLW
MLW
ML
W
MLW
MLW MLW MLW
MLW
ML
W
MLW
MLWMLWMLWMLWMLW
MLWMLW
MLW MLW MLW
ML
W
ML
W
MLW MLW MLW MLW
MLW
MLW
M
L
W
MLW
MLW
ML
W
MLW
14
13
12
11
8
7
6
5
4
3
2
1
0
-1
-2
-3
-3
-4
-5
-6
-7
-8
-9
-10
16
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
60
4
+
0
0
60
5
+
0
0
60
6
+
0
0
60
7
+
0
0
60
8
+
0
0
60
9
+
0
0
61
0
+
0
0
61
1
+
0
0
61
2
+
0
0
61
3
+
0
0
61
4
+
0
0
61
5
+
0
0
61
6
+
0
0
61
7
+
0
0
61
8
+
0
0
61
9
+
0
0
WP23
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE
5:1 SLOPE
5:1 SLOPE
C1
C-300
EXISTING MHW
EXISTING MTL
EXISTING MLW
DUNE WALKOVER,
TYP, SEE NOTE 3
BEACH PUBLIC ACCESS,
TYP, SEE NOTE 4
EMERGENCY VEHICLE
ACCESS, TYP, SEE A1
C-501
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED 75' SUBLINE
CORRIDOR, SEE SHEETC-102
INDEX:OF
C-119
SI
T
E

P
L
A
N

1
0

O
F

1
4
23
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
2
0
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
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n
t

P
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t
\
1
0
1
2
8
0
4
-
C
-
1
1
9
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
4

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
3
/
2
0
2
2

9
:
4
2

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
8
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
WEST BEACH DRIVE
57
t
h

P
L

W
54
t
h

P
L

W
LE
M
O
N

L

G
E
N
E
TR
U
S
T
HA
M
I
L
T
O
N
JO
H
N

G
NE
W
M
A
N

W
I
L
L
I
A
M
R
E
T

M
A
R
L
E
E
N
LI
P
S
I
C
K
RU
P
P
E

A
MA
X
W
E
L
L

E
T
RU
T
H

L
BA
S
H
A

D
A
V
I
D

P
ET

A
L
I
N
A

L
BU
Y
S
S
E
RO
B
E
R
T

D

E
T
VI
R
G
I
N
I
A

M
TREXLER
LAURIE G
ETVIR ETALS
MC
L
E
A
N
FR
A
N
C
E
S

H
TI
M
P
E
R
I
O

A
L
L
I
S
O
N
HA
T
H
A
W
A
Y
TH
E

N
E
W
H
A
L
L
CO
M
P
A
N
Y

L
L
C
WI
L
S
O
N
ED
W
A
R
D

W
TU
R
N
E
R

J
O
H
N

M
II
I

&

E
T
A
L
S
YO
U
N
T
Z

H
O
W
A
R
D
ED
D
I
E

J
R

&

E
L
I
Z
A
B
E
T
H
VA
N

H
O
R
N
WI
L
L
I
A
M

E
T
U
X
PA
M
E
L
A

I
GR
A
Y

W
I
L
L
I
A
M

M
ET
A
L
S
JA
C
O
B
S
O
N

L
E
S
L
I
E

R
TR
U
S
T
E
E
PO
O
L
E

J
U
L
I
E

S
&
D
A
V
I
D

I
SO
L
O
W
A
Y
SI
E
M
S

J
E
F
F
R
E
Y
LE
E

E
T

M
A
R
Y
EL
I
Z
A
B
E
T
H
HA
Y
E
S

T

P
E
T
E
R

&
CH
R
I
S
T
I
A
N

H
SM
I
T
H
SM
I
T
H

M
I
C
H
A
E
L
C
E
T
U
X
BA
R
B
A
R
A

B
BE
A
R
D
DA
R
L
E
N
E

T
BE
A
S
L
E
Y

L
O
T
T
I
E

E
ET
A
L
S
KA
P
O
O
R

V
I
N
O
D
ET
U
X
BR
U
N
I
N
G

C
H
R
I
S

&
PA
T
R
I
C
I
A

B
TR
U
S
T
O
R
S
FO
R
S
T
N
E
R
JA
M
E
S

M
D
SA
I
D

A
H
M
E
D

H
&
O
S
A
M
A

S
A
I
D
PO
W
E
R
S

M
A
R
Y
FR
A
N
C
E
S

M
C
L
E
A
N
ET
A
L
JO
L
L
Y

R
O
G
E
R

O
F
OA
K

I
S
L
A
N
D

L
L
C
MHW MHW MHWMHW MHW MHW
MHW MHW MHW
MHW
MHW MHW MHW MHW MHW
MHW MHW MHW
MHW MHW MHW MHW
MLW MLW
MLW
MLW
MLWMLW
MLW
MLW MLW
MLW
MLW
MLWMLW
MLW
MLWMLW
ML
W
MLW
MLW MLW
MLW
MLW MLW MLW MLW MLW
MLW
MLW
ML
W
MLW MLW
MLW
MLW
MLW
MLW
-12
-11
-10
-9
-8
-7
-6
-5
-4
-4
-3
-2
-1
0
1
3
4
5
6
7
14
1314
16
10
89
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MHW
MHW
MHW
MHW
MHW
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
MLW
MLW
MLW
MLW
MLW
62
0
+
0
0
62
1
+
0
0
62
2
+
0
0
62
3
+
0
0
62
4
+
0
0
62
5
+
0
0
62
6
+
0
0
62
7
+
0
0
62
8
+
0
0
62
9
+
0
0
63
0
+
0
0
63
1
+
0
0
63
2
+
0
0
63
3
+
0
0
63
4
+
0
0
63
5
+
0
0
WP24
WP25
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE
5:1 SLOPE
EXISTING MHW
EXISTING MLW
EXISTING MTL
5:1 SLOPE
DUNE WALKOVER,
TYP, SEE NOTE 3BEACH PUBLIC ACCESS,
TYP, SEE NOTE 4
BASE PROJECT & START
OF ADD ALTERNATE #2
BASE
PROJECT
A1
C-300
B4
C-300
A1
C-300
PROPOSED BERM
SLOPE BREAK (EL 7.0)
B.L. DUNE
WP100
WP101
WP102
WP103
INDEX:OF
C-120
SI
T
E

P
L
A
N

1
1

O
F

1
4
24
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
2
1
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
2
0
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
5

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
1
1
/
2
0
2
2

1
2
:
3
2

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
1
9
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
LEGEND:
ADDITIONAL BERM WIDTH FOR ADD ALTERNATE #2
WEST BEACH DRIVE
60
t
h

P
L

W
Q
U
I
G
G

J
O
S
E
P
H
F

E
T

C
A
R
O
L

M
M
C
C
R
A
R
Y

I
N
G
R
I
D
J
O
H
N
S
O
N
T
R
U
S
T
E
E
G
O
O
D
W
I
N

A
N
N
E
S
P
A
R
G
E
R
BLAKE CARL T ET
LOUISE
HE
A
L
Y

W
H
O
L
E
S
A
L
E
CO
M
P
A
N
Y

I
N
C
PR
I
C
E

L
A
R
R
Y

E
ET

L
Y
N
D
A

A
DAVENPORT
DOROTHY JEAN
TRUSTEE
FITTS DR W H
JR
DE
C
K
E
R

R
O
B
E
R
T
A
E
T

S
A
N
D
R
A

W
CO
O
L
E
Y

F
A
M
I
L
Y
T
R
U
S
T

(
T
H
O
M
A
S

M
)
ST
I
L
L
E
R
RO
B
E
R
T

S
R
SA
N
D
A
G
E
CH
A
R
L
E
S

O
MC
C
A
N
N
SA
N
D
R
A

&

J
O
H
N
PO
I
N
D
E
X
T
E
R
CL
A
I
B
O
U
R
N
E

W
ET
A
L
S
TH
E

L

B
PA
R
T
N
E
R
S
H
I
P
SU
R
F
S
I
D
E
PA
R
T
N
E
R
S
H
I
P
OA
B
H

L
L
C
HO
L
L
E
N
B
E
C
K
JO
H
N

I
GR
I
F
F
I
N

T
H
O
M
A
S

N
JR

E
T

J
A
N
E

L
KE
E
F
E

S
T
E
P
H
E
N
D
E
T

C
A
R
E
Y
HE
N
R
Y

J
A
M
E
S
R
E
T

M
A
R
Y

L
O
U
SL
A
V
I
N

N
I
L
E
S

D

&
CA
R
O
L

J
TR
U
S
T
E
E
S
CE
N
T
E
R

1
2
9
LL
C
F
R
A
Z
I
E
R

B
E
A
C
H
P
R
O
P
E
R
T
I
E
S

L
L
C
NE
W
E
T
T

L
O
U
I
S

G
ET

M
A
R
G
A
R
E
T

E
MHW MHW
MHW MHW MHW MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW MHW MHW MHW MHW
MLW
MLW
MLW
MLW MLW MLW
MLW MLW
MLW
MLW MLW
MLW
MLW
MLW
MLWMLW MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
-11
-9
-8
-7
-6
-5
-4
-3
-2
-1
0
1
22
3
4
5
6
7
8
11
11
13
8
1011
12
-12
-10
13
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
63
5
+
0
0
63
6
+
0
0
63
7
+
0
0
63
8
+
0
0
63
9
+
0
0
64
0
+
0
0
64
1
+
0
0
64
2
+
0
0
64
3
+
0
0
64
4
+
0
0
64
5
+
0
0
64
6
+
0
0
64
7
+
0
0
64
8
+
0
0
64
9
+
0
0
65
0
+
0
0
WP27
WP28
WP26
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
4:1 SLOPE
5:1 SLOPE
EXISTING MHW
EXISTING MTL
EXISTING MLW
5:1 SLOPE
DUNE WALKOVER,
TYP, SEE NOTE 3
BEACH PUBLIC ACCESS,
TYP, SEE NOTE 4
PROPOSED 75' SUBLINE
CORRIDOR, SEE SHEETC-102
A1
C-300
PROPOSED BERM
SLOPE BREAK (EL 7.0)
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
WP104
WP105
WP106
WP107
WP104
WP105
WP106
WP107
INDEX:OF
C-121
SI
T
E

P
L
A
N

1
2

O
F

1
4
25
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
2
1
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
5

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
3
/
2
0
2
2

9
:
5
1

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
2
0
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
2
2
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
LEGEND:
ADDITIONAL BERM WIDTH FOR ADD ALTERNATE #2
WEST BEACH D
R
I
V
E
BO
M
H
O
L
T
MI
C
H
E
L
L
E

A

E
T
V
I
R
RO
B
E
R
T
PO
W
E
L
L

H
JE
F
F
E
R
S
O
N
ET
U
X

S
A
R
A
H

M
AT
K
I
N
S
O
N
CH
R
I
S
T
O
P
H
E
R

C
ET
U
X

E
R
I
K
A

L
LI
T
Z

D
A
V
I
D

L

E
T
VO
N
C
I
L
L
E

E
DA
V
E
N
P
O
R
T

M
A
R
K
A
G
O
L
O
B

B
A
R
R
Y

P
E
T
U
X

S
H
A
R
I

S
L
C
I

P
R
O
P
E
R
T
I
E
S
L
L
C
F
I
S
H
E
R

E
D
G
A
R

B
J
R

E
T

E
I
Z
A
B
E
T
H

P
M
C
M
U
R
R
A
Y

J
S
C
O
T
T
B
A
M
F
O
R
D

R
U
T
H
S

&

M
A
R
Y

S
W
A
T
K
I
N
S
E
N
G
E
L

M
A
R
K

A
E
T
U
X
K
E
L
L
Y
A
N
N
E

K
B
S
B

R
E
S
O
R
T
P
R
O
P
E
R
T
I
E
S
L
L
C
M
C
L
E
N
D
O
N

L

P
J
R

E
T

M
A
R
Y

I
M
C
L
E
N
D
O
N
B
E
A
C
H

H
O
U
S
E
L
L
C
M
C
L
E
N
D
O
N

C
H
A
R
L
E
S

A
M
C
L
E
N
D
O
N

B
E
A
C
H

H
O
U
S
E

L
L
C
J
O
N
E
S

M
A
R
Y
G
O
R
R
E
L
L
P
L
A
C
E

R
I
C
H
A
R
D
A

E
T

B
R
E
N
D
A
A
C
O
S
T
A

J
O
H
N

V
&

E
L
I
Z
A
B
E
T
H

L
S
H
A
W
C
U
D
D
L
E
F
I
S
H
R
E
N
T
A
L
S

L
L
C
M
C
D
O
N
N
E
L
L

B
A
R
B
A
R
A
R
I
C
E
P
A
T
E

C
R
A
I
G

S

&
E
T
A
L
S
L
A
S
H
L
E
Y

T
E
R
R
Y
G
D
E
A
L

B
I
L
L

M
S
T
E
V
E
N
S

T
H
O
M
A
S

B
E
T
U
X

A
N
N

&

S
C
O
T
T

T
H
Y
S
O
N
G

J
A
M
E
S
B
A
R
T
O
N

E
T

P
A
G
E
T
R
U
S
T
E
E
F
R
A
Z
I
E
R

B
E
A
C
H
P
R
O
P
E
R
T
I
E
S

L
L
C
F
R
A
Z
I
E
R

B
E
A
C
H
P
R
O
P
E
R
T
I
E
S

L
L
C
MHW MHW MHW MHW MHW MHW MHW MHW MHW
MHW MHW MHW
MHW MHW MHW MHW
MHW MHW MHW MHW
MLW MLW
MLW MLW MLW
MLW MLWMLWMLW MLW
MLW
MLW
MLW MLW
MLW MLW MLW MLW
MLW MLW MLW
-10
-9
-8
-7
-6-6-6
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
89
11
11
13
12
1011
MHW MHW MHW MHW MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW MHW MHW MHW
MLW MLW MLW MLW MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW MLW MLW MLW
65
1
+
0
0
65
2
+
0
0
65
3
+
0
0
6
5
4
+
0
0
6
5
5
+
0
0
6
5
6
+
0
0
6
5
7
+
0
0
6
5
8
+
0
0
6
5
9
+
0
0
6
6
0
+
0
0
6
6
1
+
0
0
6
6
2
+
0
0
6
6
3
+
0
0
66
4
+
0
0
66
5
+
0
0
66
6
+
0
0
20:1 SLOPE
20:1 SLOPE
ATLANTIC OCEAN
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MLW
PROPOSED MTL
PROPOSED MHW
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED TOP OF
D
U
N
E
(EL VARIES) 10' WID
T
H
B.L. DUNE
PROPOSED LANDWARD
TOE OF DUNE (EL VARIES)
4:1 SLOPE
5:1 SLOPE
4:1 SLOPE
PROPOSED BERM
SLOPE BREAK (EL 7.0)
EXISTING MHW
EXISTING MTL
EXISTING MLW
B4
C-300
5:1 SLOPE
PROPOSED 75' SUBLINE
CORRIDOR, SEE SHEETC-102
65
'

B
E
R
M
WI
D
T
H
A1
C-300
60
'

B
E
R
M
WI
D
T
H
6
5
'

B
E
R
M
WI
D
T
H
WP29
WP30
WP31
WP108
WP109
WP110WP111
INDEX:OF
C-122
SI
T
E

P
L
A
N

1
3

O
F

1
4
26
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
2
2
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
5

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
3
/
2
0
2
2

9
:
5
1

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
2
1
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
2
3
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
LEGEND:
ADDITIONAL BERM WIDTH FOR ADD ALTERNATE #2
WEST BEACH D
R
I
V
E
BU
M
G
A
R
N
E
R

L
L
O
Y
D

L

J
R

E
T
PA
T
R
I
C
I
A
RI
C
H
A
R
D
S
O
N
PA
U
L

E

E
T

D
I
E
D
R
E
MA
S
O
N

R
O
G
E
R

W
ET
U
X

I
V
E
T
A

S
IS
S
A

T
O
M
Y

Y
ET
U
X

J
A
N
I
C
E

G
Y
I
S
S
A
KR
E
B
S

J
O
H
N

P
ET
U
X

B
E
R
N
I
C
E
TR
U
S
T
E
E
S
CO
S
T

R
O
D
N
E
Y
N
&

M
A
R
K

S
ME
Y
E
R
MA
Y
N
A
R
D
RO
B
E
R
T

R

E
T
MA
R
Y

E
BA
L
L

A
N
D
R
E
W
ET
U
X
KA
T
H
E
R
I
N
E
BA
R
N
W
E
L
L
AN
N
E
HU
P
P

R
U
S
S
E
L
L
ET
U
X

R
E
G
I
N
A
C
O
A
T
S
IN
V
E
S
T
M
E
N
T
S
LL
C
DO
O
L
E
Y

W
I
L
L
I
A
M

G
ET
A
L
S
HA
G
E
R
M
A
N
KA
T
H
L
E
E
N

S
HU
P
P

R
U
S
S
E
L
L
ET
U
X

R
E
G
I
N
A
MHW MHW
MHW MHW MHW MHW
MHW MHW MHW MHW
MHW MHW MHW MHW MHW MHW MHW
MLW MLW MLW ML
W
MLWMLW MLW MLW MLW MLW MLW MLW MLW
MLW
MLW MLW
MLW MLW MLW MLW
-5
-4
-3
-2
-1
0
1
2
3
4
5
6
7
8
14
12
14
MH
W
MH
W
MHW
MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW
MLW
MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW
PROPOSED SEAWARD
TOE (EL VARIES)
PROPOSED MTL
PROPOSED MHW
B.L. DUNE
20:1 SLOPE
PROPOSED TOP OF DUNE
(EL VARIES) 10' WIDTH
PROPOSED MLW
20:1 SLOPE
PROPOSED TOE
OF DUNE (EL 7.0)
PROPOSED BERM
SLOPE BREAK (EL 7.0)
ATLANTIC OCEAN
4:1 SLOPE
4:1 SLOPE
EXISTING MHW
EXISTING MTL
EXISTING MLW
PROPOSED LANDWARD
TOE OF DUNE (EL 8.0)
EMERGENCY VEHICLE
ACCESS, TYP, SEE A1
C-501
A1
C-300
65
'

B
E
R
M
WI
D
T
H
5:1 SLOPE
5:1 SLOPE
60
'

B
E
R
M
WI
D
T
H
66
7
+
0
0
66
8
+
0
0
66
9
+
0
0
67
0
+
0
0
67
1
+
0
0
67
2
+
0
0
67
3
+
0
0
67
4
+
0
0
67
5
+
0
0
67
6
+
0
0
67
7
+
0
0
67
8
+
0
0
67
9
+
0
0
68
0
+
0
0
WP112WP113
WP114
WP115
WP116
WP32
WP33
WP34WP35WP36
WP37
INDEX:OF
C-123
SI
T
E

P
L
A
N

1
4

O
F

1
4
27
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
N 60'0'60'120'
SCALE: 1''=60'
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
1
2
3
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
6

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
1
1
/
2
0
2
2

1
0
:
2
5

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
MA
T
C
H

-

S
E
E

S
H
E
E
T

C-
1
2
2
NOTES:
1.SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE.
2.SEE SHEETS C-301 THRU C-315 FOR CROSS SECTIONS.
3.AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE
FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL
SPECIFICATIONS.
4.AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
"EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED
TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS.
LEGEND:
ADDITIONAL BERM WIDTH FOR ADD ALTERNATE #2
-10
0
10
20
30
-10
0
10
20
30
0+001+002+003+004+005+006+00
MHW 1.8'
MTL -0.6'
MLW -2.9'20:1
4:1
5
:
1BERM SLOPE BREAK EL 7.0
EXISTING
GROUND
DUNE TOP EL 13.0 TO 15.5
DUNE WIDTH 10.0'
DUNE TOE EL 7.0
A1
C-120
SECTION
SCALE: AS NOTED
C-121 THRU C-123
-20 -20
120.0'- BID ALT 2
VARIES - BASE BID
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
-10
0
10
20
30
-10
0
10
20
30
0+001+002+003+004+005+00
MHW 1.8'
MTL -0.6'
MLW -2.9'
20:1
4:
1
5:1
DUNE TOE EL 7.0
EXISTING
GROUND
DUNE TOP EL 13.0 TO 14.0
DUNE WIDTH 10.0'
C1
C-110
SECTION
SCALE: AS NOTED
C-119
-20-20
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DISTANCE (FEET)
DUNE TOE EL 7.0
DUNE TOP EL 13.0 TO 15.5
DUNE WIDTH VARIES
EMERGENCY DUNE USED
TO FILL IN TROUGH, AFTER
SURVEY FOR PAYMENT
EXISTING GROUND
EMERGENCY
DUNE
-10
0
10
20
30
-10
0
10
20
30
0+001+002+003+004+005+006+00
MHW 1.8'
MTL -0.6'
MLW -2.9'
20:1
4:
1
5:1
-20 -20
D4
C-300
SECTION
SCALE: AS NOTED
NOTE:
WHERE APPLICABLE, SEE G-002 BEACHFILL NOTE #5.
DISTANCE (FEET)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
-10
0
10
20
30
-10
0
10
20
30
0+001+002+003+004+005+00
MHW 1.8'
MTL -0.6'
MLW -2.9'
4:1
-20 -20
20:1
DUNE TOE BREAK EL 7.0
EXISTING GROUND
DUNE TOP EL 13.0 TO 14.0
DUNE WIDTH VARIES
D1
C-115
SECTION
SCALE: AS NOTED
C-116
DISTANCE (FEET)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
DUNE TOE EL 7.0
BERM SLOPE BREAK EL 7.0
EXISTING GROUND
120.0' BID ALT 2
DUNE TOP EL 13.0 TO 15.5
DUNE WIDTH VARIES
WIDTH VARIES- BASE BID
-10
0
10
20
30
-10
0
10
20
30
0+001+002+003+004+005+006+00
MHW 1.8'
MTL -0.6'
MLW -2.9'
20:1
4:
1
-20 -20
B4
C-120
SECTION
SCALE: AS NOTED
C-122
DISTANCE (FEET)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
INDEX:OF
C-300
TY
P
I
C
A
L

C
R
O
S
S
SE
C
T
I
O
N
S
28
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
1
-
C
-
3
0
0
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
7

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
3
/
2
0
2
2

9
:
5
9

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
50'0'50'100'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=20'
BL

D
U
N
E
DISTANCE (FEET)
467+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
468+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
469+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
470+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
471+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
472+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
473+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
474+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
475+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
476+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
477+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
478+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
479+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
480+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
481+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
10'
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
10'
10'10'
10'
10'
10'10'
10'
10'
10'10'
10'
10'
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
FILL @ ~ 31 CY/FT
FILL @ ~ 32 CY/FT
FILL @ ~ 27 CY/FT
FILL @ ~ 26 CY/FT
FILL @ ~ 23 CY/FT
FILL @ ~ 33 CY/FT
FILL @ ~ 34 CY/FT
FILL @ ~ 39 CY/FT
FILL @ ~ 27 CY/FT
FILL @ ~ 23 CY/FT
FILL @ ~ 33 CY/FT
FILL @ ~ 24 CY/FT
FILL @ ~ 23 CY/FT
FILL @ ~ 31 CY/FT
FILL @ ~ 31 CY/FT
INDEX:OF
C-301
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

1

O
F

1
5
29
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
0
1
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
7

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
4
/
2
0
2
2

1
1
:
1
8

A
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHC AROL
I
N
A
E
NGI N E E R
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL
NOTES:
1.FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF THE
SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
BL

D
U
N
E
DISTANCE (FEET)
482+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
483+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
484+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
485+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
486+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
487+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
488+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
489+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
490+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
491+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
492+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
493+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
494+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
495+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
496+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
FILL @ ~ 26 CY/FT
FILL @ ~ 32 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 26 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 25 CY/FT
FILL @ ~ 26 CY/FT
FILL @ ~ 30 CY/FT
FILL @ ~ 37 CY/FT
FILL @ ~ 31 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 27 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 26 CY/FT
INDEX:OF
C-302
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

2

O
F

1
5
30
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
0
2
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
7

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
6

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL
NOTES:
1.FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF THE
SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
BL

D
U
N
E
DISTANCE (FEET)
497+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
498+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
499+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
500+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
501+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
502+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
503+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
504+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
505+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
506+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
507+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
508+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
509+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
510+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
511+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
FILL @ ~ 37 CY/FT
FILL @ ~ 33 CY/FT
FILL @ ~ 31 CY/FT
FILL @ ~ 27 CY/FT
FILL @ ~ 31 CY/FT
FILL @ ~ 28 CY/FT
FILL @ ~ 27 CY/FT
FILL @ ~ 38 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 24 CY/FT
FILL @ ~ 33 CY/FT
FILL @ ~ 36 CY/FT
FILL @ ~ 30 CY/FT
INDEX:OF
C-303
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

3

O
F

1
5
31
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
0
3
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
7

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
6

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL
NOTES:
1.FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF THE
SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
BL

D
U
N
E
DISTANCE (FEET)
512+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
513+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
514+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
515+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
516+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
517+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
518+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
519+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
520+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
521+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
522+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
523+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
524+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
525+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
526+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
14:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
FILL @ ~ 36 CY/FT
FILL @ ~ 34 CY/FT
FILL @ ~ 35 CY/FT
FILL @ ~ 33 CY/FT
FILL @ ~ 34 CY/FT
FILL @ ~ 38 CY/FT
FILL @ ~ 37 CY/FT
FILL @ ~ 37 CY/FT
FILL @ ~ 31 CY/FT
FILL @ ~ 36 CY/FT
FILL @ ~ 36 CY/FT
FILL @ ~ 40 CY/FT
FILL @ ~ 31 CY/FT
FILL @ ~ 31 CY/FT
FILL @ ~ 32 CY/FT
INDEX:OF
C-304
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

4

O
F

1
5
32
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
0
4
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
8

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
6

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL
NOTES:
1.FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF THE
SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
BL

D
U
N
E
DISTANCE (FEET)
527+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
528+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
529+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
530+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
531+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
532+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
533+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
534+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
535+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
536+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
537+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
538+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
539+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
540+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
541+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00 5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
FILL @ ~ 31 CY/FT
FILL @ ~ 28 CY/FT
FILL @ ~ 25 CY/FT
FILL @ ~ 27 CY/FT
FILL @ ~ 31 CY/FT
FILL @ ~ 28 CY/FT
FILL @ ~ 22 CY/FT
FILL @ ~ 25 CY/FT
FILL @ ~ 32 CY/FT
FILL @ ~ 37 CY/FT
FILL @ ~ 32 CY/FT
FILL @ ~ 32 CY/FT
FILL @ ~ 27 CY/FT
FILL @ ~ 31 CY/FT
FILL @ ~ 38 CY/FT
INDEX:OF
C-305
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

5

O
F

1
5
33
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
0
5
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
8

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
7

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL
NOTES:
1.FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF THE
SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
BL

D
U
N
E
DISTANCE (FEET)
542+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
543+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
544+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
545+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
546+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
547+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
548+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
549+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
550+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
551+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
552+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
553+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
554+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
555+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
556+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
5
:
1
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
4:1
23'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
4:1
21'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
4:1
21'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
4:1
26'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.50
4:1
25'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
4:1
24'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
4:1
26'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 14.00
4:1
21'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
23'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
34'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
25'
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
5
:
1
FILL @ ~ 31 CY/FT
FILL @ ~ 28 CY/FT
FILL @ ~ 28 CY/FT
FILL @ ~ 28 CY/FT
FILL @ ~ 34 CY/FT
FILL @ ~ 35 CY/FT
FILL @ ~ 35 CY/FT
FILL @ ~ 30 CY/FT
FILL @ ~ 28 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 24 CY/FT
FILL @ ~ 24 CY/FT
FILL @ ~ 29 CY/FT
INDEX:OF
C-306
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

6

O
F

1
5
34
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
0
6
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
8

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
7

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL
NOTES:
1.FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF THE
SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
BL

D
U
N
E
DISTANCE (FEET)
557+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
558+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
559+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
560+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
561+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
562+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
563+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
564+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
565+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
566+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
567+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
568+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
569+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
570+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
571+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
16'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
21'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
23'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
8'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
21'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
15'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
17'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
3'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
16'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
21'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
18'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
22'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
5
:
1
FILL @ ~ 18 CY/FT
FILL @ ~ 23 CY/FT
FILL @ ~ 26 CY/FT
FILL @ ~ 22 CY/FT
FILL @ ~ 27 CY/FT
FILL @ ~ 23 CY/FT
FILL @ ~ 23 CY/FT
FILL @ ~ 21 CY/FT
FILL @ ~ 28 CY/FT
FILL @ ~ 23 CY/FT
FILL @ ~ 24 CY/FT
FILL @ ~ 21 CY/FT
FILL @ ~ 23 CY/FT
FILL @ ~ 23 CY/FT
FILL @ ~ 23 CY/FT
5
:
1
INDEX:OF
C-307
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

7

O
F

1
5
35
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
0
7
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
8

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
7

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL
NOTES:
1.FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF THE
SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
BL

D
U
N
E
DISTANCE (FEET)
572+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
573+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
574+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
575+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
576+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
577+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
578+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
579+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
580+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
581+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
582+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
583+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
584+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
585+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
586+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
FILL @ ~ 34 CY/FT
FILL @ ~ 27 CY/FT
FILL @ ~ 30 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 23 CY/FT
FILL @ ~ 22 CY/FT
FILL @ ~ 28 CY/FT
FILL @ ~ 25 CY/FT
FILL @ ~ 27 CY/FT
FILL @ ~ 26 CY/FT
FILL @ ~ 20 CY/FT
FILL @ ~ 21 CY/FT
FILL @ ~ 24 CY/FT
FILL @ ~ 32 CY/FT
FILL @ ~ 26 CY/FT
INDEX:OF
C-308
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

8

O
F

1
5
36
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
0
8
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
9

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
5

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL
NOTES:
1.FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF THE
SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
BL

D
U
N
E
DISTANCE (FEET)
587+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
588+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
589+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
590+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
591+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
592+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
593+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
594+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
595+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
596+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
597+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
598+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
599+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
600+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
601+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
FILL @ ~ 28 CY/FT
FILL @ ~ 26 CY/FT
FILL @ ~ 25 CY/FT
FILL @ ~ 21 CY/FT
FILL @ ~ 28 CY/FT
FILL @ ~ 27 CY/FT
FILL @ ~ 28 CY/FT
FILL @ ~ 27 CY/FT
FILL @ ~ 20 CY/FT
FILL @ ~ 19 CY/FT
FILL @ ~ 18 CY/FT
FILL @ ~ 21 CY/FT
FILL @ ~ 22 CY/FT
FILL @ ~ 24 CY/FT
FILL @ ~ 23 CY/FT
INDEX:OF
C-309
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

9

O
F

1
5
37
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
0
9
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
9

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
5

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL
NOTES:
1.FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF THE
SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
BL

D
U
N
E
DISTANCE (FEET)
602+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
603+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
604+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
605+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
606+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
607+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
608+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
609+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
610+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
611+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
612+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
613+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
614+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
615+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
616+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
FILL @ ~ 30 CY/FT
FILL @ ~ 21 CY/FT
FILL @ ~ 26 CY/FT
FILL @ ~ 26 CY/FT
FILL @ ~ 39 CY/FT
FILL @ ~ 33 CY/FT
FILL @ ~ 32 CY/FT
FILL @ ~ 29 CY/FT
FILL @ ~ 32 CY/FT
FILL @ ~ 32 CY/FT
FILL @ ~ 33 CY/FT
FILL @ ~ 31 CY/FT
FILL @ ~ 35 CY/FT
FILL @ ~ 43 CY/FT
FILL @ ~ 35 CY/FT
INDEX:OF
C-310
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

1
0

O
F

1
5
38
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
1
0
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
9

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
7

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL
NOTES:
1.FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF THE
SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
BL

D
U
N
E
DISTANCE (FEET)
617+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
618+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
619+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
620+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
621+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
622+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
623+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
624+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
625+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
626+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
627+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
628+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
629+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
630+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
631+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 7.00
20:1
EL 13.00
4:1
10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
20:1
EL 13.00
4:1
10'
5
:
1
EL 7.00 17'
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
20:1
EL 13.00
4:1
10'
5
:
1
33'EL 7.00
EL 13.00 10'
5
:
1
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
EL 13.00 10'
5
:
1
EL 13.00 13'
EL 13.00 17'
20:1
4:1
50'
20:1
4:1
60'EL 7.00
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
20:1
EL 13.00
4:1
10'
5
:
1
EL 7.00 60'
EL 13.00
4:1
22'
4:1
4:1 4:1
4:1
4:1
EL 13.00 10'
EL 13.00 11'
EL 13.00 12'
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
20:1
EL 7.00 60'
20:1
EL 7.00 60'
20:1
EL 7.00 60'
20:1
EL 7.00 60'
20:1
EL 7.00 60'
20:1
EL 7.00 60'
EL 7.00
BASE BID FILL @ ~ 33 CY/FT
FILL @ ~ 30 CY/FT
FILL @ ~ 38 CY/FT
FILL @ ~ 37 CY/FT
ADD ALT #2 FILL @ ~ 34 CY/FT
BASE BID FILL @ ~ 37 CY/FT
ADD ALT #2 FILL @ ~ 65 CY/FT
BASE BID FILL @ ~ 40 CY/FT
ADD ALT #2 FILL @ ~ 64 CY/FT
BASE BID FILL @ ~ 34 CY/FT
ADD ALT #2 FILL @ ~ 50 CY/FT
BASE BID FILL @ ~ 37 CY/FT
ADD ALT #2 FILL @ ~ 45 CY/FT
BASE BID FILL @ ~ 33 CY/FT
ADD ALT #2 FILL @ ~ 62 CY/FT
BASE BID FILL @ ~ 31 CY/FT
ADD ALT #2 FILL @ ~ 59 CY/FT
BASE BID FILL @ ~ 32 CY/FT
ADD ALT #2 FILL @ ~ 59 CY/FT
BASE BID FILL @ ~ 35 CY/FT
ADD ALT #2 FILL @ ~ 63 CY/FT
BASE BID FILL @ ~ 22 CY/FT
ADD ALT #2 FILL @ ~ 47 CY/FT
BASE BID FILL @ ~ 24 CY/FT
ADD ALT #2 FILL @ ~ 50 CY/FT
BASE BID FILL @ ~ 24 CY/FT
ADD ALT #2 FILL @ ~ 51 CY/FT
INDEX:OF
C-311
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

1
1

O
F

1
5
39
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
1
1
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
9

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
4

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL (BASE BID)
LIMITS OF FILL (BID ALT 2)
NOTES:
1.FOR ADDITIONAL INFORMATION SEE
BEACH RENOURISHMENT TYPICAL
SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021 SURVEY
BY TI COASTAL AND REPRESENTS
THE APPROXIMATE CONDITIONS AT
THE TIME OF THE SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
4.ADD ALTERNATE #2 FILL, NOTED ON
SECTIONS, IS A TOTAL FILL,
INCLUDING BASE BID FILL.
BL

D
U
N
E
DISTANCE (FEET)
632+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
633+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
634+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
635+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
636+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
637+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
638+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
639+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
640+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
641+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
642+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
643+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
644+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
645+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
646+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
4:1
EL 13.00 8'
4:1
EL 13.50 10'
5
:
1
4:1
EL 14.00 10'
5
:
1
4:1
EL 14.50 10'
5
:
1
4:1
EL 15.00 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
20:1
EL 7.00 60'
20:1
EL 7.00 60'
20:1
EL 7.00 60'
20:1
EL 7.00 60'
20:1
EL 7.00 60'
20:1
EL 7.00 60'
20:1
EL 7.00 60'
20:1
EL 7.00 60'
20:1
EL 7.00 61'
20:1
EL 7.00 61'
20:1
EL 7.00 62'
20:1
EL 7.00 63'
20:1
EL 7.00 64'
20:1
EL 7.00 64'
20:1
EL 7.00 63'
BASE BID FILL @ ~ 22 CY/FT
ADD ALT #2 FILL @ ~ 48 CY/FT
BASE BID FILL @ ~ 24 CY/FT
ADD ALT #2 FILL @ ~ 53 CY/FT
BASE BID FILL @ ~ 29 CY/FT
ADD ALT #2 FILL @ ~ 59 CY/FT
BASE BID FILL @ ~ 25 CY/FT
ADD ALT #2 FILL @ ~ 54 CY/FT
BASE BID FILL @ ~ 22 CY/FT
ADD ALT #2 FILL @ ~ 51 CY/FT
BASE BID FILL @ ~ 23 CY/FT
ADD ALT #2 FILL @ ~ 53 CY/FT
BASE BID FILL @ ~ 21 CY/FT
ADD ALT #2 FILL @ ~ 51 CY/FT
BASE BID FILL @ ~ 19 CY/FT
ADD ALT #2 FILL @ ~ 49 CY/FT
BASE BID FILL @ ~ 17 CY/FT
ADD ALT #2 FILL @ ~ 45 CY/FT
BASE BID FILL @ ~ 14 CY/FT
ADD ALT #2 FILL @ ~ 41 CY/FT
BASE BID FILL @ ~ 15 CY/FT
ADD ALT #2 FILL @ ~ 43 CY/FT
BASE BID FILL @ ~ 15 CY/FT
ADD ALT #2 FILL @ ~ 44 CY/FT
BASE BID FILL @ ~ 23 CY/FT
ADD ALT #2 FILL @ ~ 49 CY/FT
BASE BID FILL @ ~ 22 CY/FT
ADD ALT #2 FILL @ ~ 50 CY/FT
BASE BID FILL @ ~ 20 CY/FT
ADD ALT #2 FILL @ ~ 48 CY/FT
INDEX:OF
C-312
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

1
2

O
F

1
5
40
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
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M
E
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T
PR
O
J
E
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2
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Sheet
Reference No.
1:
1

(
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10
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2
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-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
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e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
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u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
1
2
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

4
:
5
9

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
7

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL (BASE BID)
LIMITS OF FILL (BID ALT 2)
NOTES:
1.FOR ADDITIONAL INFORMATION SEE
BEACH RENOURISHMENT TYPICAL
SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021 SURVEY
BY TI COASTAL AND REPRESENTS
THE APPROXIMATE CONDITIONS AT
THE TIME OF THE SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
4.ADD ALTERNATE #2 FILL, NOTED ON
SECTIONS, IS A TOTAL FILL,
INCLUDING BASE BID FILL.
BL

D
U
N
E
DISTANCE (FEET)
647+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
648+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
649+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
650+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
651+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
652+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
653+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
654+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
655+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
656+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
657+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
658+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
659+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
660+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
661+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
20:1
EL 7.00 65'
20:1
EL 7.00 65'
20:1
EL 7.00 65'
20:1
EL 7.00 65'
20:1
EL 7.00
20:1
EL 7.00 65'
20:1
EL 7.00 65'
20:1
EL 7.00 65'
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
5
:
1
65'
14'
65'
4'
65'
22'
65'
27'
65'
35'
65'
48'
65'
55'
65'
59'
BASE BID FILL @ ~ 13 CY/FT
ADD ALT #2 FILL @ ~ 43 CY/FT
BASE BID FILL @ ~ 18 CY/FT
ADD ALT #2 FILL @ ~ 48 CY/FT
BASE BID FILL @ ~ 16 CY/FT
ADD ALT #2 FILL @ ~ 50 CY/FT
BASE BID FILL @ ~ 15 CY/FT
ADD ALT #2 FILL @ ~ 49 CY/FT
BASE BID FILL @ ~ 15 CY/FT
ADD ALT #2 FILL @ ~ 46 CY/FT
BASE BID FILL @ ~ 25 CY/FT
ADD ALT #2 FILL @ ~ 51 CY/FT
BASE BID FILL @ ~ 32 CY/FT
ADD ALT #2 FILL @ ~ 55 CY/FT
BASE BID FILL @ ~ 39 CY/FT
ADD ALT #2 FILL @ ~ 59 CY/FT
BASE BID FILL @ ~ 47 CY/FT
ADD ALT #2 FILL @ ~ 62 CY/FT
BASE BID FILL @ ~ 67 CY/FT
ADD ALT #2 FILL @ ~ 70 CY/FT
BASE BID FILL @ ~ 62 CY/FT
ADD ALT #2 FILL @ ~ 67 CY/FT
BASE BID FILL @ ~ 58 CY/FT
ADD ALT #2 FILL @ ~ 66 CY/FT
BASE BID FILL @ ~ 13 CY/FT
ADD ALT #2 FILL @ ~ 39 CY/FT
BASE BID FILL @ ~ 14 CY/FT
ADD ALT #2 FILL @ ~ 41 CY/FT
BASE BID FILL @ ~ 13 CY/FT
ADD ALT #2 FILL @ ~ 37 CY/FT
INDEX:OF
C-313
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

1
3

O
F

1
5
41
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
1
3
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

5
:
0
0

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
1

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL (BASE BID)
LIMITS OF FILL (BID ALT 2)
NOTES:
1.FOR ADDITIONAL INFORMATION SEE
BEACH RENOURISHMENT TYPICAL
SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021 SURVEY
BY TI COASTAL AND REPRESENTS
THE APPROXIMATE CONDITIONS AT
THE TIME OF THE SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
4.ADD ALTERNATE #2 FILL, NOTED ON
SECTIONS, IS A TOTAL FILL,
INCLUDING BASE BID FILL.
BL

D
U
N
E
DISTANCE (FEET)
662+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
663+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
664+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
665+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
666+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
667+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
668+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
669+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
670+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
671+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
672+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
673+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
674+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
675+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
676+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
4:1
EL 15.50 24'
EL 15.50 21'
EL 15.50 20'
EL 15.50 18'
EL 15.50 10'
EL 15.50 10'
5
:
1
EL 15.50 10'
5
:
1
5
:
1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50 10'
5
:
1
4:1
EL 15.50
4:1
EL 15.50
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
20:1
EL 7.00
10'
10'
5
:
1
5
:
1
65'
60'
65'
60'
65'
60'
65'
60'
65'
60'
65'
60'
65'
60'
65'
60'
4:1
4:1
4:1 4:1
4:1
4:1
4:1
65'
60'
65'
60'
65'
60'
65'
60'
51'
47'
65'
60'
65'
60'
BASE BID FILL @ ~ 70 CY/FT
ADD ALT #2 FILL @ ~ 73 CY/FT
BASE BID FILL @ ~ 62 CY/FT
ADD ALT #2 FILL @ ~ 65 CY/FT
BASE BID FILL @ ~ 69 CY/FT
ADD ALT #2 FILL @ ~ 71 CY/FT
BASE BID FILL @ ~ 70 CY/FT
ADD ALT #2 FILL @ ~ 73 CY/FT
BASE BID FILL @ ~ 75 CY/FT
ADD ALT #2 FILL @ ~ 78 CY/FT
BASE BID FILL @ ~ 58 CY/FT
ADD ALT #2 FILL @ ~ 60 CY/FT
BASE BID FILL @ ~ 57 CY/FT
ADD ALT #2 FILL @ ~ 59 CY/FT
BASE BID FILL @ ~ 56 CY/FT
ADD ALT #2 FILL @ ~ 59 CY/FT
BASE BID FILL @ ~ 46 CY/FT
ADD ALT #2 FILL @ ~ 49 CY/FT
BASE BID FILL @ ~ 39 CY/FT
ADD ALT #2 FILL @ ~ 41 CY/FT
BASE BID FILL @ ~ 43 CY/FT
ADD ALT #2 FILL @ ~ 46 CY/FT
BASE BID FILL @ ~ 45 CY/FT
ADD ALT #2 FILL @ ~ 47 CY/FT
BASE BID FILL @ ~ 77 CY/FT
ADD ALT #2 FILL @ ~ 79 CY/FT
BASE BID FILL @ ~ 77 CY/FT
ADD ALT #2 FILL @ ~ 80 CY/FT
BASE BID FILL @ ~ 71 CY/FT
ADD ALT #2 FILL @ ~ 73 CY/FT
INDEX:OF
C-314
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

1
4

O
F

1
5
42
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
1
4
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

5
:
0
0

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
0

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL (BASE BID)
LIMITS OF FILL (BID ALT 2)
NOTES:
1.FOR ADDITIONAL INFORMATION SEE
BEACH RENOURISHMENT TYPICAL
SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021 SURVEY
BY TI COASTAL AND REPRESENTS
THE APPROXIMATE CONDITIONS AT
THE TIME OF THE SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
4.ADD ALTERNATE #2 FILL, NOTED ON
SECTIONS, IS A TOTAL FILL,
INCLUDING BASE BID FILL.
BL

D
U
N
E
DISTANCE (FEET)
677+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
BL

D
U
N
E
DISTANCE (FEET)
678+00.00
-20
-10
0
10
20
-20
-10
0
10
20
0 1000-100-200-300-400-500
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
MHW EL 1.8
MTL EL -0.6
MLW EL -2.9
20:1
EL 7.00
4:1
38'
20:1
EL 7.00
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
EL
E
V
A
T
I
O
N

(
F
E
E
T

N
A
V
D
8
8
)
14'
13'
12'
BASE BID FILL @ ~ 17 CY/FT
ADD ALT #2 FILL @ ~ 18 CY/FT
FILL @ ~ 2 CY/FT
INDEX:OF
C-315
CR
O
S
S

S
E
C
T
I
O
N
S

-
SH
E
E
T

1
5

O
F

1
5
43
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
4
-
C
-
3
1
5
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

5
:
0
0

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

2
/
2
/
2
0
2
2

2
:
4
0

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
100'0'100'200'
HORIZONTAL SCALE: 1''=100'
10'0'10'20'
VERTICAL SCALE: 1''=10'
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
LIMITS OF FILL (BASE BID)
LIMITS OF FILL (BID ALT 2)
NOTES:
1.FOR ADDITIONAL INFORMATION SEE
BEACH RENOURISHMENT TYPICAL
SECTION ON SHEET C-300.
2.EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021 SURVEY
BY TI COASTAL AND REPRESENTS
THE APPROXIMATE CONDITIONS AT
THE TIME OF THE SURVEY.
3.TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
4.ADD ALTERNATE #2 FILL, NOTED ON
SECTIONS, IS A TOTAL FILL,
INCLUDING BASE BID FILL.
5:15:1
5:1 5:1
8:
1
4:1 4:1
4:
1
4:
1
20
:
1
20
:
1
5:
1
5:
1
8:
1
VA
R
I
E
S
VA
R
I
E
S
DUNE TOE EL 7.0
TOP OF DUNE,
EL VARIES
LANDWARD
TOE OF DUNE
10'-0"
EMERGENCY
VEHICLE ACCESS
DUNE TOE EL 7.0
BEYOND
8:1
VARIES
2'
-
0
"
28'-0"VARIES
SEE NOTE 1
EL VARIES
20:1
8:1
LANDWARD TOE
OF DUNE BEYOND
10'-0"
TYP
NOTE:
SLOPE MAY VARY TO AVOID FILL WITHIN EXISTING PARKING LOTS.
N
PLAN
SECTION B-B
B
B
5:1
10'-0"
5:1
TOP OF DUNE,
EL VARIES
2'
-
0
"
SECTION A-A
A A
10
'
-
0
"
8'-0"
TYP
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
r
i
p
t
i
o
n
Da
t
e
Ap
p
r
.
Ma
r
k
O
A
K

I
S
L
A
N
D

R
E
N
O
U
R
I
S
H
M
E
N
T
PR
O
J
E
C
T

2
0
2
1
/
2
0
2
2
Sheet
Reference No.
1:
1

(
D

S
H
E
E
T
)
10
1
2
8
-
0
4
SEAL
A
1
F
i
l
e
:

Q
:
\
R
A
\
1
0
1
2
8
-
0
4
\
0
5
0
0
_
C
A
D
\
_
A
c
t
i
v
e
\
_
2
0
2
1

t
o

2
0
2
2

R
e
n
o
u
r
i
s
h
m
e
n
t

P
r
o
j
e
c
t
\
1
0
1
2
8
0
1
-
C
-
5
0
1
;

P
l
o
t
t
e
d
:

2
/
1
1
/
2
0
2
2

5
:
0
0

P
M

b
y

M
O
R
G
A
N
,

N
E
K
O
L
;

S
a
v
e
d
:

7
/
7
/
2
0
2
1

5
:
5
5

P
M

b
y

N
M
O
R
G
A
N
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
47
0
0

F
A
L
L
S

O
F

T
H
E
NE
U
S
E

R
O
A
D
,

S
T
E

3
0
0
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
91
9
-
7
8
1
-
4
6
2
6
NC

F
I
R
M

N
O
.

F
-
0
1
0
5
AS

N
O
T
E
D
NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
A1
#####
EMERGENCY VEHICLE ACCESS
SCALE: NOT TO SCALE
C-111, C-115,C-117, C-120,
C-125, C-129, C-133
INDEX:OF
C-501
MI
S
C
E
L
L
A
N
E
O
U
S

D
E
T
A
I
L
S
44
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45
Dw
n

b
y
:
De
s
i
g
n
e
d

b
y
:
Re
v
i
e
w
e
d

b
y
:
Da
t
e
:
Re
v
.
Ck
d

b
y
:
Su
b
m
i
t
t
e
d

b
y
:
Dr
a
w
i
n
g

S
c
a
l
e
:
Pl
o
t

s
c
a
l
e
:

MO
F
F
A
T
T

&

N
I
C
H
O
L
M&
N

P
r
o
j
e
c
t

N
o
.

Dr
a
w
i
n
g

c
o
d
e
:

De
s
c
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Sheet
Reference No.
1:
1

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1 2 3 4 5 6
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47
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NITRAM.DYNN
H
O
J
ENORTHCAROL
I
N
A
E NGI N E ER
FORP L
A
N
OISS
SEAL
23487
WORK POINT TABLE
POINT #NORTHING EASTING ELEVATION
WP1 60747.69 2255366.29 14.0
WP2 60752.28 2255266.40 14.0
WP3 60760.12 2255095.32 14.0
WP4 60794.58 2254467.51 14.0
WP5 60798.86 2254100.78 14.0
WP6 60846.35 2253103.75 14.0
WP7 60850.18 2252068.28 14.0
WP8 60854.14 2251773.16 14.0
WP9 60857.49 2251521.98 14.0
WP10 60868.00 2251272.67 14.0
WP11 60869.80 2250573.41 14.0
WP12 60866.12 2250473.40 14.0
WP13 60856.30 2249073.50 14.0
WP14 60858.81 2248973.55 14.0
WP15 60816.85 2248104.43 14.0
WP16 60774.96 2246676.73 14.0
WP17 60763.13 2246476.67 13.0
WP18 60749.82 2246114.85 13.0
WP19 60709.07 2245114.41 13.0
WP20 60694.18 2244057.96 13.0
WP21 60662.79 2243058.41 13.0
WP22 60652.06 2242119.14 13.0
WP23 60538.50 2240118.62 13.0
WP24 60529.89 2239880.77 13.0
WP25 60498.06 2239107.99 13.0
WP26 60448.07 2238282.89 15.0
WP27 60434.71 2238062.36 15.0
WP28 60363.79 2237130.88 15.5
WP29 60327.40 2236529.09 15.5
WP30 60247.79 2235928.02 15.5
WP31 60191.34 2235527.61 15.5
WP32 60206.36 2235133.03 15.5
WP33 60248.14 2234535.22 15.5
WP34 60255.51 2234333.77 15.5
WP35 60257.97 2234265.89 15.5
WP36 60257.97 2234165.67 15.5
WP37 60330.59 2233908.17 7.0
BERM- SLOPE BREAKWORK POINT TABLE
POINT #NORTHING EASTING ELEVATION
AD
D

A
L
T

#
2
WP100 60505.91 2239881.70 7.00
WP101 60431.00 2239520.94 7.00
WP102 60414.17 2239112.26 7.00
WP103 60388.45 2238687.83 7.00
WP104 60356.33 2238289.65 7.00
WP105 60348.23 2238189.35 7.00
WP106 60340.93 2238068.77 7.00
WP107 60265.04 2237138.03 7.00
WP108 60228.79 2236538.59 7.00
WP109 60149.71 2235941.46 7.00
WP110 60093.30 2235541.37 7.00
WP111 60092.41 2235523.84 7.00
WP112 60107.43 2235129.26 7.00
WP113 60107.60 2235126.13 7.00
WP114 60149.27 2234529.96 7.00
WP115 60156.58 2234330.18 7.00
WP116 60227.62 2234164.72 7.00
INDEX:OF
C-601
WO
R
K

P
O
I
N
T

T
A
B
L
E
S
45
20
2
2
-
0
2
-
1
1
BP
G
VN
M
NC
V
JD
M
0
0
IS
S
U
E
D

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
20
2
2
-
0
2
-
1
1
JD
M
45