2022 Oak Island Renourishment Project IFC Half-Sized Set-Signed

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OAK ISLAND RENOURISHMENT PROJECT 2021/2022
OAK ISLAND, NORTH CAROLINA
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TOWN OF OAK ISLAND
4601 E. OAK ISLAND DRIVE
OAK ISLAND, NC 28465
BRUNSWICK COUNTY
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OCEAN ISLE LONG BAY
BEACH
TUBBSINLET CENTRAL REACH
BORROW AREA, BALD HEAD ISLAND
SEE PROJECT MAP ON
SHEET C-100 °
JAY BIRD SHOALS
BORROW AREA,
SEE PROJECT MAP ON
SHEET C-100
A T L AN T I C O C E AN
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G-001
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INDEX: 1 OF 45

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
4
GENERAL NOTES:
1. ALL BEACH FILL AND DREDGING WORK SHALL CONFORM TO THE REQUIREMENTS OF
THESE PLANS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL PLACE THE PERMIT PLACARDS ON THE JOB SITE
AND SHALL COMPLY WITH ALL TERMS OF THE PERMITS PERTAINING
TO THE PERFORMANCE OF THE WORK. SEE THE TECHNICAL SPECIFICATIONS.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS
BEFORE STARTING WORK. NOTIFY OWNER OF DISCREPANCIES.
4. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF
CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIAL ARE THE
CONTRACTORS RESPONSIBILITY.
5. THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY
EXCAVATED MATERIAL OR DEBRIS. DISPOSAL OF THE MATERIALS IS THE
RESPONSIBILITY OF THE CONTRACTOR. ALL DEBRIS SHALL BE DISPOSED
OF IN A PERMITTED LANDFILL.
6. 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.
7. 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:
MR. DAVID KELLY
TOWN MANAGER
TOWN OF OAK ISLAND
4601 EAST OAK ISLAND DRIVE
OAK ISLAND, INC 28465
[phone]
[e-mail]
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.
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.
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.
11. 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).
12. ALL ELEVATIONS SHOWN ON THE DREDGING DRAWINGS ARE REFERENCED
TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88).
13. 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.
14. 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.
15. 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.
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.
17. 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.
MEAN HIGH WATER (MHW) 1.8
1.8'
NAVD 88
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MEAN TIDE LEVEL (MTL) -0.6
2.9'
MEAN LOWER WATER (MLW) -2.9
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BID QUANTITIES
1. THE FOLLOWING ESTIMATES OF SAND QUANTITIES REQUIRED FOR THE PROJECT ARE:
BASE BID 658,000 CY
ADD ALTERNATE 2 107,000 CY
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DREDGING
1. ALL DREDGING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PERMITTED
DREDGING AREA AS SHOWN IN THE DRAWINGS.
2. PIPELINE CORRIDOR SHALL BE DELINEATED ON A DRAWING BY THE CONTRACTOR AND
APPROVED BY THE ENGINEER PRIOR TO PLACEMENT.
3. 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.
BEACH FILL
1. ALL SAND EXCAVATED FROM THE BORROW AREAS SHALL BE TRANSPORTED TO, AND
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DEPOSITED ON, THE BEACH BETWEEN THE LINES, GRADES, AND CROSS -SECTIONS SHOWN ON
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THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 4 WEEKS PRIOR TO THE
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COMMENCEMENT OF BEACH FILL PLACEMENT. THE UPDATED BEACH SURVEY WILL BE USED TO
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3. SAND SHALL BE PLACED WITHIN THESE LIMITS AND GRADE LINES AS PRACTICALLY AS
POSSIBLE. TOLERANCE SHALL BE WITHIN t0.5 FOOT FOR BERM ELEVATION AND WIDTHS OUT
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TO FILL WITHIN THE PRESCRIBED TEMPLATE. SEE TECHNICAL SPECIFICATIONS. THE BEACH
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FILL SHALL BE PLACED BY REACH GENERALLY FROM EAST TO WEST.
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.
5. 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.
6. 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.
7. CONTOURS FOR THE BEACH FILL PLANS ARE SHOWN AT 1 FT INTERVALS.
8. 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.
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.
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.
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INDEX: 2 OF 45
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ABBREVIATIONS
CY
CUBIC YARDS
No.
NUMBER
FT
FEET OR FOOT
TYP
TYPICAL
MHW
MEAN HIGH WATER
VEG
VEGETATION
MLW
MEAN LOW WATER
WP
WORK POINT
E MTL
MEAN TIDE LEVEL
B.L.
BASELINE
NAD
NORTH AMERICAN DATUM
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AT
NAVD
NORTH AMERICAN VERTICAL DATUM
-
APPROXIMATELY
NOAA
NATIONAL OCEANIC AND
ATMOSPHERIC ADMINISTRATION
LEGEND
EXISTING
PROPOSED
- - - - - - -
- MEAN HIGH WATER LINE - - - - - - - - -
MEAN LOW WATER LINE -----
MEAN TIDE LEVEL LINE - - - - - - -
PROPERTY LINE
D V
- MAJOR CONTOUR
MINOR CONTOUR
FILL SLOPE LIMIT ----------------------
FILL SLOPE BREAK - — — — — — — -
CONSTRUCTION BASELINE WORK POINT �e WP-##
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NGS STATION
NAME
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SHEET TYPE DESIGNATORS
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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
F871 USER DEFINED
9 13D ISOMETRIC
DISCIPLINE DESIGNATORS
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STRUCTURAL
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DEMOLITION
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SITE
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LEGEND
VIEW NUMBER VIEW NUMBER
M SAMPLE VIEW TITLE A3
CS-555 SCALE: 1"=50' SF-123
SHEET NUMBER VIEW
SHEET NUMBER VIEW REFERENCED TO
REFERENCED TO
VIEW TITLE DETAIL CALLOUT
VIEW NUMBER
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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;
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INDEX: 3 OF 45
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INDEX: 4 OF 45
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BORROW AREA,
SEE SHEET C-106
AR-430
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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'
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4]00 FALLS OF THE
NEUSE ROAD, STE 300
Designed by:
BPG
Date:
2022-02-11
Rev.
0
RALEIGH, NC 27609
own by:
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MBNProjectNo.
mOifOt1 8( nichol 919-]81-4626
NC FIRM NO. F-0105
VNM
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E
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EDOLPH/NDR _. ... _.
C1 STAGING AREA 1
G-004 NOT TO SCALE
h
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Sheet
Reference No. o
C-103
b
INDEX: 8 OF 45
�l

L0
0■
N0
N'-
JAY BIRD SHOALS
CONTROL POINT TABLE
POINT
NORTHING
EASTING
A
48860.91
2286099.73
B
48860.91
2290099.73
C
47860.91
2290099.73
D
47857.74
2287099.73
E
47360.91
2287099.73
F
46854.57
2287604.15
G
46854.89
2288099.73
H
46855.61
2289734.56
1
46856.06
2289974.37
J
46856.16
2290099.73
K
43856.16
2290099.73
L
43856.16
2289099.73
M
44354.57
2289099.73
N
45356.15
2288101.32
0
45565.66
2287892.48
00
48860.91
2287188.09
P
45667.35
2287791.65
PP
48860.91
2289173.09
Q
46860.91
2286599.73
QQ
48505.91
2289173.09
R
46860.91
2286099.73
RR
48505.91
2289443.09
S
45860.91
2286099.73
SS
48190.91
2289443.09
T
45860.91
2285099.73
TT
48190.91
2289093.09
U
47860.91
2285099.73
UU
47860.91
2289093.09
V
47860.91
2286099.73
VV
47860.91
2287643.09
WW
48190.91
2287643.09
XX
48190.91
2287753.09
YY
48520.91
2287753.09
ZZ
48520.91
2287188.09
JAY BIRD SHOALS
VIBRACORE POINT TABLE
POINT
NORTHING
EASTING
JB-01
47360.59
2286596.46
JB-02
47353.14
2287596.89
JB-03A
47352.99
2288596.24
JB-04A
47353.46
2289594.06
JB-05
46359.73
2286605.98
JB-06
46354.62
2287598.32
JB-07
46351.51
2288605.83
JB-08
46352.65
2289609.75
JB-09A
45360.59
2286606.37
JB-10
45354.27
2287598.25
JB-11A
45357.10
2288592.58
JB-12
45348.52
2289595.11
JB-13
44354.30
2289602.14
JB-14A
44365.30
2288598.53
JB-15
44361.78
2287596.08
JB-16A
44355.91
2286597.20
JB-17
46356.27
2285603.09
JB-18
47361.47
2285602.67
JB-19
48358.73
2285596.76
JB-20
48360.94
2286596.56
JB-21
48360.80
2287600.43
JB-22
48363.69
2288,600.72
JB-23
48362.99
2289602.58
JAY BIRD SHOALS
BORROW AREA
ZONE
ACRES
ZONE 1
52.7
ZONE 2
97.5
ZONE 3
114.7
TOTAL
264.9
LEGEND
A PROPOSED BORROW AREA CONTROL POINT
JB-#0 JAY BIRD SHOALS VIBRACORES
® JAY BIRD SHOALS BORROW AREA
® JAY BIRD SHOALS TARGET DREDGE
AREA WITH 50% PAY BELOW
❑ NO DREDGE AREA
---- MAG ANOMALY (MARINE DEBRIS)
NOTES
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'
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B
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Reference No. o
C-104
b
INDEX: 9 OF 45
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N�
❑_
W
z
w
w
w
LL_
Z
0
H
w
w
-15
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CI
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w
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ZONE 1 PERMITTED
(NO EXCAVAT
EL -28.0
ON BELOW)
-35
-40
-15
-20
-25
-30
-35
-40
5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00
DISTANCE (FEET)
D2 SECTION
C-104 SCALE: AS NOTED
20
-25
30
35
-40
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
DISTANCE (FEET)
61 SECTION
C-104 SCALE: AS NOTED
5:1
EXISTING
SLOPE TRANSITION
,r �- �,
�-- ✓ ti. `
r v r
�'
1, f
5.1
—
1
GROUND
BETWEEN ZONE
AND ZONE 3
2
I
n
r h
MIN
0' BUFFER
SIDE OF THE
NOMOLY
ZONE 3 PERMI
(NO EXCAVATION
ED EL
BELOW)
EITHER
5:1 MAG
ZONE 2
PERMITTED EL -37.0
(NO EXCAVATION
BELOW)
-15
-20
m
m
z -25
w
LL
¢ -30
w
w
-35
40
-1.
20
25
30
35
- -40
0+00 5+00 10+00 15+00 20+00 25+00 30+00
DISTANCE (FEET)
A2 SECTION
C-104 SCALE: AS NOTED
3 4
EXISTING
GROUND
II (`
TARGET EL -3
4.0 (50 % PAY BELOW)
5:1
ZONE 2 PERMITTED
(NO EXCAVATION
EL -37.0
BELOW)
5:1
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VERTICAL SCALE:1"=5'
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150' 0' 150' 300'
D1 Q
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Sheet
Reference No. o
C-105
O
INDEX: 10 OF 45
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t
W Qa . X
ZONE 1 PERMITTED EL -40.0
( NO EXCAVATION BELOW) ;A
0 CR-40
Da4
m
0
Y
N
CR-03 0 CR-04
0 CR-06 0 CR-05
0 CR-11
ZONE 3 PERMITTED EL -39.3
(NO EXCAVATION BELOW)
�0 CR-15 O:�DR-14
0 CR-12
0 CR-13
I�/ °
C-107 W
WW
KK
DD°
EE
ao
ZONE 4 PERMITTED EL -42 0
c-1o7
(NO EXCAVATION BELOW)
C
CR_-17
0
1
0 CR-21
g JJ
HH
G
p
0 CR-23
0 CR-22
0 CR-101
0 -103
,Qh)t
P
B
R2000.00'
tl `'
°/
a
AR-430
"
N:44676.98
E: 2253003.82
qa
A
CENTRALREACH
CONTROL POINTS TABLE
POINT
NORTHING
EASTING
AA
49222.42
2252645.68
BB
48721.61
2252654.13
CC
48721.89
2251663.11
DO
47721.89
2251662.04
EE
47719.74
2253662.04
FF
46744.47
2253661.50
GG
46769.74
2253161.50
HH
46720.27
2252161.50
JJ
46722.06
2251328.69
KK
47722.10
2251395.28
LL
48722.10
2251461.86
MM
49721.82
2251528.43
NN
50256.22
2251564.01
00
50349.30
2251031.10
PP
50306.30
2251036.60
QQ
49980.20
2251157.90
RR
49722.30
2251059.40
SS
48797.10
2250988.70
TT
48722.32
2250924.76
UU
48675.70
2250884.90
W
50722.96
2250665.26
WW
47721.71
2250661.99
X
50721.05
2252615.40
XX
48722.42
2250664.73
Y
50221.30
2252565.01
YY
49722.42
2250665.03
Z
49721.06
2252614.33
CENTRALREACH
BORROW AREA
ZONE
ACRES
ZONE 1
38.3
ZONE 2
34.4
ZONE 3
8.0
ZONE 4
51.8
TOTAL
132.5
CENTRAL REACH
VIBRACORE CONTROL TABLE
POINT
NORTHING
EASTING
CR-01
51229.06
2251170.00
CR-02
51179.73
2252163.03
CR-03
51220.27
2253091.56
CR-04
51215.33
2254162.65
CR-05
50224.73
2254166.45
CR-06
50218.14
2253167.27
CR-07
50219.36
2252009.67
CR-08
50228.70
2251166.70
CR-09
49234.44
2251168.41
CR-10
49224.62
2252171.30
CR-11
49225.69
2253167.01
CR-12
49220.35
2254405.64
CR-13
48225.79
2254157.00
CR-14
48227.10
2253158.70
CR-15
48225.39
2252158.91
CR-16
48222.52
2251162.17
CR-17
47196.78
2250150.64
CR-18
47234.38
2251315.62
CR-19
47226.26
2252158.67
CR-20
47224.75
2253136.76
CR-21
47224.88
2254160.38
CR-22
46235.02
2251142.30
CR-23
46217.04
2250365.73
CR40
49284.32
2250310.40
CR-101
46218.09
2252165.59
CR-102
46319.29
2253165.62
CR-103
46219.72
2254164.81
6
Opp' I SLj, v0
LEGEND
A0 PROPOSED BORROW AREA CONTROL POINT
CR-#0 CENTRAL REACH VIBRACORES
® CENTRAL REACH BORROW AREA
E �$
NOTES
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
D
F
WHERE DREDGING OF BEACH FILL MATERIALS IS TO
W
OCCUR. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ACTIVITIES.
= a
rA N
5. SEE TECHNICAL SPECIFICATIONS FOR DATA
it a
SUMMARY OF THE ARCHAEOLOGICAL REMOTE
0 LEI
SENSING AND TARGET IDENTIFICATION STUDY. THE
Z N
STUDY CONCLUDES THAT THE TARGETS CONSIST
¢ H
OF MODERN DEBRIS (WIRE ROPE, PIPE, ETC.)
p 0
6. FOR CENTRAL REACH BORROW AREA DREDGE
0
SECTIONS, SEE SHEET C-107.
a
Y
7. FOR CENTRAL REACH BORROW AREA VIBRACORE
a0
SUMMARY TABLE, SEE SHEET C-108.
500, 0' 500, 1000,
SCALE: 1 "=500'
B
2 Q
U W
a�
Lu
a¢
<0
¢ ¢
Z CC
w0
0 co 2
0
2
a
4
0
N
w
i o
a �
N
H
�
o
x
0
z
°x
z
g
�
°Nzeo
LL����
z
6
t
U
C
d6
o
�•`SN • CARD"',,
P�20��FESS /.9 �p
ro
taae7 :
n nn
SEAL
Sheet
Reference No. o
C-106 0
INDEX: 11 OF 45
�l

-30
-35
14�
w
LL 40
-Jv
35
-40
w 45
0+00 5+00 10+00 15+00 20+00 25+00
DISTANCE (FEET)
D1 SECTION
C-106 SCALE: AS NOTED
❑_
-30
ro
0
z -35
w
Lu
LL
O
N1111111111111111111
EXISTING
GROUND
5:1
5:1
5:1
ZONE 1 PERMITTED
EL -40.0
(NO EXCAVATION
BELOW)
-JV
35
40
45
-5+00 0+00 5+00 10+00 15+00 20+00
DISTANCE (FEET)
C1 SECTION
C-106 SCALE: AS NOTED
EXISTING
GROUND
/
—
5:1
5:1
5:1
ZONE
PERMITTED EL -39.
(NO E I
CAVATION BELOW)
-30
m
0
z -35
w
LL
z
0
_ -40
W
45
-30
0
z -35
w
Lu
z
O
-40
LU
w
-35
-40
45 45
-5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00
DISTANCE (FEET)
D4 SECTION
C-106 SCALE.AS NOTED
-30
ro
z -35
w
LL
EXISTING
GROUND
5:1
5:1 5:1
5:1
ZONE 2 PERMITTE
EL -41.7
(NO EXCAVATION
ELOW)
EXISTING
GROUND
51
5:1
ZONE A
PERMITTED EL -42.
(NO EX
AVATION BELOW)
0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00
DISTANCE (FEET)
G SECTION
C-106 SCALE: AS NOTED
-J V
35
40
- -45
-5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00
DISTANCE (FEET)
A2 SECTION
C-106 SCALE: AS NOTED
EXISTING
GROUND
5:1
5:1
5:1
MITTED EL -42.0
BELOW)
ZONE 3 PERMITTED
(NO EXCAVATION
5:1
EL -39.3
BELOW)
5:1
EL -41.7
BELOW)
ZONE 1 PERMITTED
(NO EXCA
EL -40.0
ATION BELOW)
ZONE 4 PES
(NO EXCAVATION
ZONE 2 PERMITTED
(NO EXCAVATION
D I-
z
w
rn
�o
x0
� N
Q U
Zo
CCWO
w N
CCH
J CC
QQU
U
2 w
Z�
ZOfn
¢0
N
w¢
U cc
a
Z
m
Y
O
i
O
e
0
C
E
N
w
z
0
a —
e
N
x
U
W$w
UNTO
LLom-z
0
t
U
� c
� o
`0
E
N
N
/O��ti9'•
�J•20 nFESS
't NI
5' 0' 5' 10'
{ 3487
VERTICAL SCALE: 1"=5'
U
Q
150' 0' 150' 300'
SEAL O
h
HORIZONTAL SCALE: 1 "=300'
Sheet
Reference No. o
C-107 0
I INDEX: 12 OF 45 16
6 ` "

1
2
3
4
5
6
ISLq,vO
0
OAK ISLAND
SEDIMENT COMPATABILITY
tiler o,�=
E
E
s$
o
- fr
o �
D
D
z
W
w
0
S
U
N
U
O
Q J
� N
2 Co
-
O
m Q
>
04
o
N
w
CC
Lu D
oLu
Q 0
¢<
0
N a
cc
cc
Q
Y
Q
O
m
i
a
a
0
a
N
C
C
ry
a
y
0
2
Q
NOTE: WEIGHTED
AVERAGE
FOR
CENTRAL
REACH
IS CALCULATED
BASED
ON SAMPLE
HEIGHTS
DOWN TO PERMITTED
DREDGE ELEVATION.
g
a
a
CENTRAL REACH BORROW AREA
N
N
B
B
4
0
U
0
d
4
`c
t
12
0
u
N
0
. CARo"",,
i
8
NOTE: WEIGHTED AVERAGE
FOR JAY BIRD SHOALS IS CALCULATED
BASED ON SAMPLE HEIGHTS DOWN TO PERMITTED
DREDGE ELEVATION.
i 3487 =
Q
Q
JAYBIRD SHOALS BORROW
AREA
„ p W.
0
SEAL
2I
h
o_
Sheet
Reference No.
o
C-108
6
INDEX: 13 OF 45
d
1
2
3
4
5
6
Sediment
Compatibility
2019
Native
Global
Central
Reach
Composite
Jay Bird
Shoals
Composite
NCAC
Maximum
Gravel
0.45%
3.39%
1.58%
<6%
Granular
0.71%
4.82%
3.58%
511%
Sand
96.96%
86.70%
90.25%
-
Fines
1.88%
5.09°k
4.59%
<_7%
Carbonate
9.72%
16.45%
13.93%
<_ 25%
Median (mm)
0.26
0.21
0.27
-
Mean (mm)
0.27
0.31
0.34
-
Vibracore
Sample
Number
Sample
Depth
(ft)
Survey
Elev
(ft, NAVD88)
ed
Dredge
Elevation
ft, NAVD88
L2.64
Granular
(%)
Sand
(%)
<#230
(%)
Carbonate
(%)
Mean
(mm)
Mean
(phi)
Munsell Color
Wet
Bleached
1
0
- 4
-22.5
- -26.5
5.7885.196.3918.200.341.5610YR-4/110YR-5/2JB-202415-26.5-37.9-28.0
0.72
97.74
1.54
7.70
0.26
1.94
10YR-7/1
NA
JB-21
1
0
- 5
-21.6
- -26.1
-28.0
0.81
1.71
94.56
2.92
19.30
0.31
1.69
10YR-3/1
10YR-5/1
2
5
- 6
-26.1
- -27.5
3.04
4.80
84.41
7.75
19.30
0.43
1.22
10YR-4/1
10YR-5/1
�
0
N
JB-22
1
0
- 3
-19.2
- -22.2
-28.0
0.13
1.03
92.87
5.97
6.50
0.23
2.12
10YR-5/1
10YR-7/1
2
3
- 5
-22.2
- -24.2
3.58
5.52
86.96
3.94
18.80
0.39
1.36
10YR-4/1
10YR-6/1
3
5
- 6
-24.2
- -25.2
2.63
5.13
84.45
7.79
18.80
0.41
1.29
10YR-4/1
10YR-6/2
4
6
- 13
-25.2
- -32.2
0.54
1.66
94.79
3.01
7.70
0.34
1.56
10YR-5/1
10YR-6/1
JB-23
1
0
- 7
-17.7
- -24.2
-28.0
0.00
0.19
98.52
1.29
6.20
0.25
2.00
10YR-6/2
10YR-7l1
2
7
- 8
-24.2
- -26.0
0.60
2.55
91.05
5.80
13.80
0.26
1.94
10YR-4/1
10YR-6/1
3
8
- 17
-26.0
- -34.3
0.33
1.70
94.96
3.01
20.60
0.33
1.60
10YR-6/1
NA
JB-01
1
0
- 1
-24.2
- -25.1
-37.0
2.18
1.99
92.25
3.58
6.80
0.34
1.56
10YR-5/1
10YR-6/2
2
1
- 3
-25.1
- -27.5
3.20
6.66
80.27
9.87
6.80
0.45
1.15
10YR-3/1
10YR-5/2
3
3
- 6
-27.5
- -30.2
3.94
5.72
86.20
4.14
6.80
0.40
1.32
10YR-3/1
10YR-6/2
4
6
- 17
-30.2
- -41.2
0.03
0.34
97.21
2.42
20.80
0.27
1.89
10YR-7/1
10YR-7/1
�
ro
JB-06
1
0
- 2
-23.6
- -25.3
-37.0
2.48
5.24
86.14
6.14
13.80
0.33
1.60
10YR-4/1
10YR-6/1
2
2
- 2
-25.3
- -25.7
6.87
9.49
80.50
3.14
13.80
0.64
0.64
10YR-6/1
10YR-6/1
3
2
- 10
-25.7
- -33.6
0.17
1.87
91.05
6.91
13.20
0.26
1.94
10YR-4/1
10YR-7/1
4
10
- 16
-33.6
- -39.6
4.86
4.28
85.84
5.02
13.20
0.63
0.67
10YR-6/1
NA
JB-17
1
0
- 1
-27.1
- -28.4
-37.0
0.47
5.60
86.92
7.01
14.70
0.37
1.43
10YR-4/1
10YR-6l1
2
1
- 12
-28.4
- -38.7
0.82
1.15
93.95
4.08
11.00
0.27
1.89
10YR-7/1
10YR-6/1
1
0
- 1
-25.7
3.9814.8075.226.0021.200.660.6010YR-4/110YR-6/1216-26.21.637.8586.064.4621.200.351.5110YR-7/110YR-6/1JB-183611-31.7-37.00.391.8293.883.9127.300.331.6010YR-3/110YR-5/141117-36.7
M42
2.37
7.17
88.10
2.36
27.30
0.66
0.60
10YR-6/1
NA
JB-07
1
0
- 2
-21.0
- -23.0
-29.0
0.67
2.69
91.64
5.00
9.30
0.26
1.94
10YR-6/1
10YR-5/2
2
2
- 5
-23.0
- -26.0
3.74
7.67
82.56
6.03
9.30
0.40
1.32
10YR-5/1
10YR-6/1
3
5
- 8
-26.0
- -29.0
3.51
7.68
81.03
7.78
11.80
0.45
1.15
10YR-5/1
10 R-6/1
JB-08
1
0
- 3
-17.5
- -20.0
-29'0
0.17
0.61
94.04
5.18
9.60
0.18
2.47
10YR-7/1
10YR-6/1
2
3
- 5
-20.0
- -22.5
0.71
1.94
95.21
2.14
9.60
0.32
1.64
10YR-7/1
10YR-7/1
3
5
- 6
-22.5
- -23.5
4.55
6.91
82.26
6.28
10.50
0.56
0.84
10YR-7/1
10YR-5/1
4
6
- 16
-23.5
- -33.5
0.33
5.01
90.79
3.87
10.50
0.39
1.36
10YR-5/1
NA
M
o
ni
JB-11A
1
0
- 2
-22.3
- -24.3
-29.0
4.74
3.26
85.71
6.29
18.50
0.24
2.06
10YR-3/1
10YR-7/1
2
2
- 7
-24.3
--28.8
2.24
8.46
85.57
3.73
18.50
0.43
1.22
10YR-6/1
10YR-6/1
3
7
- 8
-28.8
- -29.8
0.80
5.44
87.05
6.71
16.10
0.40
1.32
10YR-5/1
NA
JB-12
1
0
- 2
-18.8
- -20.4
-29.0
0.15
0.69
97.60
1.56
5.90
0.33
1.60
10YR-6/1
10YR-711
2
2
- 7
-20.4
- -25.8
0.65
2.67
92.11
4.57
5.90
0.25
2.00
10YR-6/1
10YR-6/1
3
7
- 16
-25.8
- -34.8
3.19
5.36
85.72
5.73
18.80
0.35
1.51
10YR-5/1
10YR-6/1
JB-13
1
0
- 2
-20.9
- -22.4
-29 0
0.95
2.58
94.42
2.05
10.00
0.33
1.60
10YR-7/1
10YR-7/1
2
2
- 3
-22.4
- -24.0
0.11
1.05
92.08
6.76
10.00
0.19
2.40
10YR-5/1
10YR-7/1
3
3
- 4
-24.0
- -25.3
5.90
11.41
76.31
6.38
21.10
0.58
0.79
10YR-5/1
10YR-6/1
4
4
- 11
-25.3
- -31.4
5.53
5.48
84.25
4.74
21.10
0.48
1.06
10YR-5/1
10YR-6/1
Weighted Average
1.58
3.58
90.25
4.59
13.93
0.34
1.56
NA
NA
Vibraoore
Sample
Number
Sample
Depth
(ft)
Survey
Elev
(ft, NAVD88)
Permitted
Dredge
Elevation
Gravel
(,/O)
Granular
(%)
Sand
(%)
<#230
(%)
Carbonate
(%)
Mean
(mm)
Mean
Munsell Color
(phi)
Wet
Bleached
� Central-07
1
0.0
- 7.1
-36.3
- -43.4
-40.0
1.92
3.25
89.31
5.52
14.00
0.24
2.06
10YR-3/1
10YR-5/1
c
ro Central-08
1
0.0
- 2.0
-36.1
- -38.1
-40.0
3.80
2.38
90.03
3.79
4.30
0.26
1.94
10YR-3/1
10YR-6/1
2
2 0
- 4.0
-38.1
- -40.1
3.21
5.60
82.88
8.31
11.60
0.28
1.84
10YR-3/1
10YR-5/1
1
0.0
- 2.0
-36.0
- -38.0
0.89
2.07
90.86
6.18
6.20
0.24
2.06
10YR-3/1
10YR-6/1
2
2.0
- 3.0
-38.0
- -39.0
8.58
10.21
75.99
5.22
11.60
0.48
1.06
10YR-3/1
10YR-5/1
3
3.0
- 3.7
-39.0
-39.7
1.00
10.88
83.97
4.15
10.50
0.46
1.12
10YR-3/1
10YR-5/1
Central-09
-41.7
W
p
4
3.7
- 5.7
-39.7
- -41.7
4.58
11.60
79.33
4.49
37.50
0.57
0.81
10YR-3/1
10YR-6/1
IV
1
0.0
- 1.5
-36.6
- -38.1
1.87
3.20
89.90
5.03
8.10
0.24
2.04
10YR-3/1
10YR-6/1
2
1.5
- 4.0
-38.1
- -40.6
5.34
6.07
83.99
4.60
10.20
0.38
1.40
10YR-3/1
10YR-6/1
Central-10
-41.7
3
4.0
- 4.8
-40.6
- -41.4
0.72
2.58
93.39
3.31
6.40
0.40
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PROJECT 2021/2022
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4. AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND
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60' 0' 60' 120'
SCALE: 1 "=60'
E
Jw-
B
V
e
�
w w
i o
a c
s
i
°x
z
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E
g
_
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3487 :
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SEAL
Sheet
Reference No. o
C-123
O
INDEX: 27 OF 45
�l

1 2
30-
20-
0
E z
10-
O
Q
w
w
-to-
30
20
10
10
-2 20
5+00 4+00 3+00 2+00 1+oo 0+00
DISTANCE (FEET)
p 5 SECTION
C-115 SCALE: AS NOTED
C-116
3
2
ro
0
zz 1
w
z
O
C
w
-to-
20-
B
DUNE
roP EL 13.0 TO 14.0
DUNE
WIDTH VARIES
DUNE
OE BREAK EL 7.0
EXIST114G
GROUND
J
�-
i
MHW 1.8'
MLW -2.9' v
_
30
20
10
10
20
5+00 4+00 3+00 2+00 1+oo 0+00
DISTANCE (FEET)
C1 SECTION
C-110 SCALE: AS NOTED
C-119
DUN[
E TOP EL 13.0 TO 14.0
DUNE
WIDTH 10.0'
DUNE
TOE EL 7.0 ^
s�
EXISTING
r
MHW 1.8',7
GROUND 201
/
MLW -2.9' s�
r
s sv
2 DUNE TOP EL 13.0 TO 15.5 20
DUNE WIDTH 10.0'
DUNE TOE EL 7.0
BERM SLOPE BREAK E 7.0 A^ j
1 10
EXISTING
GROUND
MHW 1.8',7
'
MLW -2.9' 17 20.
VARIE
- BASE BID
120.0'-
BID ALT 2
DISTANCE (FEET)
Al SECTION
C-120 SCALE: AS NOTED
C-121 THRU C-123
2
3
2
0
a
z 1
w
w
z
O
Q
w
w
_1
2
Cl
zz
w
w
z
O
Q
w
w
4 5 6
30 Op,K ISL.1, v0
20
E �$
10
o
!r i
10
20
6+00 5+00 4+00 3+00 2+00 1+60 010
DISTANCE (FEET)
NOTE:
WHERE APPLICABLE, SEE G-002 BEACHFILL NOTE #5. p F
z
W
D4 SECTION
C-300 SCALE: AS NOTED cli
N N N
O
it N O Cn
p C cc z
EMERGENC
DUNE USED
EMERGENCY
TO FILL IN T
OUGH, AFTER
DUNE
SURVEY FOF
PAYMENT
DUNE TOP EL
13.0 TO 15.5
DUNE WIDT
VARIES
EXISTING GROU
D DUNE TOE E
7.0
MHW 1.8',7
201
i
MLW -2.9',7
— — —
DUNE TOP EL 13.0 ro 15.5
DUNE WIDTH VARIES
20-
DUNE TOE EL 7.0
BERM SLOPE BREAK EL 7.0
to -
EXISTING GROUND
MHW 1.8' , 1
0-
MLW -2.9',7 — J
r- —
WIDTH VARIES- EASE
BID
120.0'BIDAT
2
DISTANCE (FEET)
B4 SECTION
C-120 SCALE: AS NOTED
C-122
a� — — —
/ J 10
10' 0' 10, 20'
VERTICAL SCALE: 1'.=20'
50' 0' 50, 100,
z N
Up
¢F-
av
pW
Uw
z'i
a(n
J p
�a
z
Q
O°
it
a
Q
h
C
B
w
i o
a �
o
E x
i
x
U
& �
Fr
E
g
_
o
0-
0 LL
LL-6.
z
6
� c
,A dis
`Am
o
`o
E
N
N
0
0
N
_I
U
Q
of
U
of
h
HORIZONTAL SCALE: 1"=100'
Sheet
Reference No. o
C-300
O
INDEX: 28 OF 45
6

20
W-t
o`
10
E
0
-10
-20
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
469+00.00 473+00.00 477+00.00 480+00.00
20
D
10
0
z
W
Wi 0
O
w
10
-20
FILL @ - 32 C
OFT
EL 14.00
10'
�--
2p_1
MHW EL 1.8
MLW EL-2.9
z
m
20 20
10 10
z
W
0 LL 0
O
w
lo 10
20 -20
FILL @ - 33 C
/FT
EL 14.00
10'
EL 7.00
�-
ry0.1
MHW EL 1.8
MLW EL-2.9
z
m
20 20
10 10
z
W
0 LL 0
O
w
-10 10
.20 -20
FILL @-23C
IFT
EL 14.00
10'
EL 7.00
y0.1
MHW EL 1.8
MLW EL-2.9
z
m
20 20
10 10
z
W
0 LL 0
O
w
-10 -10
.20 -20
FILL @ - 31 CY/FT
EL 14.00
10'
EL 7.00
1 '
MHW EL 1.8
1
MLW EL-2.9
z
m
20
D
F-
lo
Z
W
= N
O
Z
N
0,
0
O N
F- O
Z N
U
_
Lu
CC F-
F
0 W
W
O
10
1
N
CC
N a
U e
Y
p
O
i
20
a
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
468+00.00 472+00.00 476+00.00 479+00.00 ri
20
^ 10
Q
Z
W
LL 0
O
Q
W
w
10
B -20
1 2 3 4 5 6
470+00.00 474+00.00 478+00.00 481+00.00 0 15Lq,�O
FILL @-31C
`/FT
EL 14.00
10'
EL 7.00
111
2p_1
MHW EL 1.8
MLW EL -2.9
z
a0
20 20
10 10
Q
Z
W
0 LL 0
O
Q
W
w
-10 -10
FILL @ - 23 C
(/FT
EL 14.00
10'
w
EL 7.00
2p_1
MHW EL 1.8
MLW EL
Z
O
m
20 20
10 10
Q
Z
W
0 LL 0
O
Q
W
w
-10 -10
FILL @-27C
OFT
EL 14.00
10'
1
10
MHW EL 1.8
MLW EL-2.9
Z
O
m
20 20
10 10
0
Q
Z
W
0 LL 0
O
Q
W
w
.10 -10
FILL @-23C
(IFT
EL 14.00
10'
7.00
I
ry0.1
;EL
i
MHW EL 1.8
MLW EL-2.9
_
Z
O
m
20
10
0
-10
.20 B
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
467+00.00 471+00.00 475+00.00
20
10
0
a
Z
w
LL 0
Z
0
a
w
w
A 10
20
FILL @ - 27 C
OFT
EL 14.00
10'
EL 7.00
1
MHW EL 1.8
------------------
MLW EL-2.9
00
FILL @ - 26 C
OFT
EL 14.00
10.
AL
L 7.00 -
-
1
MHW EL 1.8
---------------------
MLW EL-2.9
- -
Lo
z
❑
a0
20 20
10 10
Q
Z
W
0 LL 0
O
Q
W
w
-10 -10
.20 -20
20 20
10 10
a
Z
w
0 LL 0
Z
0
a
w
w
10 10
20 -20
FILL @ - 34 C
(/FT
EL 14.00
10.
nl
1
MHW EL 1.8
zz
MLW EL-2.9
W
m
FILL @ - 39 C
OFT
EL 14.00
10.
MHW EL 1.8
MLW EL-2.9
m
20 20
10 10
Q
Z
W
0 LL 0
O
Q
W
w
-10 -10-
.20 -20
20 20
10 10
a
Z
w
0 LL 0
Z
0
a
w
w
0 10
20 -20
FILL @-33C
OFT
EL 14.00
10'
E�00
I 1
JMHW
EL 1.8L
MLW EL-2.9
-�
W
m
FILL @ - 24 C
IFT
EL 14.00
10.
111
_
O--
MHW EL 1.8
2p_1
;EL7.00
m
MLW EL-2.9
20 20
10 10
Q
Z
W
0 LL 0
O
Q
W
w
-10 -10
.20 -20
FILL @-31C
(IFT
EL 14.00
10'
us
!+1
I 1
EL 7.00
i \�
MHW EL 1.8
2p_1
MLW EL-2.9------------
-
W
Z
❑
m
20
NOTES:
LEGEND
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
APPROXIMATE EXISTING
TYPICAL SECTION ON SHEET C-300.
10
GROUND
2. EXISTING GROUND SHOWN IS
PROPOSED
BASED ON DECEMBER 2021
RENOURISHMENT
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
®
LIMITS OF FILL
° CONDITIONS AT THE TIME OF THE
SURVEY.
3. TRANSITIONS IN DUNE CREST
10 0' 10, 20'
HEIGHT SHALL BE 0.5 FT VERTICAL
Emp
-10 OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
100' 0' 100' 200'
20
HORIZONTAL SCALE: 1 "=100'
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
w w
z vt
f O
r U
2
z
n j
E LLO
CNz TO
LLz��E
_mom
�.9�'Z
0
c
U
� c
a
0
E
'o R04 4••••
=0 n556/-9
r
i 3487 F
SEAL ✓ y
Sheet
Reference No. o
C-301
tr
INDEX: 29 OF 45 d
li

20
10
O
Q
E z.
W
LL 0
O
Q
W
w
-10
-20
1 2 3 4 5 6
485+00.00 489+00.00 493+00.00 496+00.00 0PK I sip" vo
20
p •\2P
10
E �$
0
-10
-20
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
484+00.00 488+00.00 492+00.00 495+00.00
20
D
10
O
Z
w
IWi 0
O
Q
w
w
-10
-20
FILL ® - 26 C
OFT
EL 14.00
10'T
EL 7.00
11�%
MHW EL 1.8
6
MLW EL-2.9
Z
O
m
FILL @ - 32 C
(/FT
EL 14.00
10'u
I\ \
EL 7.00
`---_
,
MHW EL 1.8
MLW EL-2.9
w
D
m
20 20
10 10
O
Q
W
0 LL 0
O
W
w
-10 10
-20 -20-
20 20
10 10
O
Z
W
0 LL 0
0
Q
w
w
10 10
-20 -20
FILL @ - 29 C
OFT
EL 14.00
10'
i
EL 7.00
MHW EL 1.8
2p1
MLW EL-2.9
Z
0
00
FILL @ - 29 C
OFT
EL 14.00
Amu,.
IVY,
10'
\
EL 7.00
2p1
MHW EL 1.8
MLW EL-2.9
w
D
m
20 20
10 10
O
Q
W
0 LL 0
0
W
w
10 10
-20 -20-
20 20
10 10
O
Z
w
0 LL 0
O
Q
w
w
10 -10
-20 -20
FILL ® - 30 C
OFT
EL 14.00
10.
I
MHW EL 1.8
2p1
?L,700
MLW EL-2.9
Z
11
00
FILL @ - 37 C
OFT
EL 14.00
10'
\I
OOj
2p:1
?L7
MHW EL 1.8
MLW EL -2.9
w
m
20 20
10 10
O
Q
W
0 LL 0
0
W
w
10 10
-20 -20
20 20
10 10
O
Z
w
0 LL 0
0
Q
w
w
10 10
-20 -20-
FILL ®-27C
OFT
EL 14.00
10'T. I
II
- II
\\1 I
1 I
2p1
?EL7.00
MHW EL 1.8
MLW EL-2.9
Z
O
00
FILL @-29C
OFT
EL 14.00
10'
�1
EL 7.00
I 1 ---
2p1
MHW EL 1.8
MLW EL-2.9
w
D
m
20
D �
10
Z
w
= N
N
O
N
itZ
Cn
N
LL
OLL
0
O N
F- O
W N
w N
CC F-
W
N F
w
10
J CC
Ln au
N
O
C
z
Y
-20
O
°
i
a
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 g
4
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) +'
C 483+00.00 487+00.00 491+00.00 494+00.00 C
20
10
O
Q
w
W
LL 0
O
w
w
-10
B 20
20
10
0
-10
-20 B
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
482+00.00 486+00.00 490+00.00
FILL @-29C
OFT
EL 14.00
EL 7.00
MHW EL 1.8
MLW EL-2.9
w
D
m
FILL (-26C
OFT
EL 14.00
10.
\
_
MHW EL 1.8
�ELL070
MTL EL -0.6
MLW EL-2.9
7
O
00
20 20
10 10
i
H
W
0 LL 0
O
a
w
w
-10 -10
-20 -20
10 10
O
a
H
W
0 LL 0
Z
0
a
w
w
-10 -10
FILL @-25C
OFT
EL 14.00
10'
I 1 1 I'
MHW EL 1.8
2p:1
�-7
MLW EL-2.9
w
m
FILL @ - 26 C
OFT
EL 14.00
I
EL 7.00
-
20.1
MHW EL 1.8
MLW EL-2.9
--_- - -
- V
D
0
00
20 20
10 10
i
w
W
0 LL 0
O
a
w
w
10 -10
-20 -20
10 10
O
a
H
W
0 LL 0
Z
0
a
w
w
-10 -10
FILL @-31C
OFT
EL 14.00
10'
I
MHW EL 1.8
2p:1
EL 7.00
w
m
I
MLW EL -2.9
FILL @-29C
OFT
EL 14.00
10'0l
EL 7.00
\\ -
MHW EL 1.8
2p:1
MLWEL-2.9
-
D
0
m
20 20
10 10
i
w
W
0 LL 0
O
a
w
w
-10 -10
-20 -20
FILL @-26C
OFT
EL 14.00
10'
MHW EL 1.8
y0.1
EL 7.00
w
a
m
\I
MLW EL -2.9
20
NOTES:
LEGEND
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
--------- APPROXIMATE EXISTING
TYPICAL SECTION ON SHEET C-300.
10
GROUND
2. EXISTING GROUND SHOWN IS
PROPOSED
BASED ON DECEMBER 2021
RENOURISHMENT
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
®
LIMITS OF FILL
° CONDITIONS AT THE TIME OF THE
SURVEY.
3. TRANSITIONS IN DUNE CREST
10' 0' 10' 20'
HEIGHT SHALL BE 0.5 FT VERTICAL
-10 OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
100' 0' 100' 200'
HORIZONTAL SCALE: 1"=100'20
-500 400 -300 -200 -100 0 100 - -500 400 .300 .200 .100 0 100 .,. -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
o F
0
G
2
U
& U
'
>
z
E
g
_
o
�
Os
°Nz'6
LLom-z
z
0
U
w c
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`0
E
•••SN'CARp���•
120��FESS/
ro
3487 :
n nn
SEAL
g
Sheet
Reference No. o
C-302
O
INDEX: 30 OF 45
1l

20
10
❑
Q
E Z
w
wi 0
Z
O
Q
w
w
-10
20
1 2 3 4 5 6
500+00.00 504+00.00 508+00.00 511+00.00 oPK Isis" O
20
`\2P
10
E �$
0
-10
-20
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
499+00.00 503+00.00 507+00.00 510+00.00
20
D
10
0
Q
Z
W
wi 0
O
Q
w
W
-10
-20
FILL @ - 37 C
OFT
EL 14.00
1Or
�1
111
EL ].00
I 1
1
20 1
MHW EL 1.8
MLW EL-2.9
------------
0
m
FILL @-33C
(IFT
EL 14.00
10'„
Al
MHW EL 1.8
1
20
- '
MLW EL-2.9
W
m
20 20
10 10
❑
Q
z
w
0 LL 0
Z
O
Q
w
W
-10 -10
20 -20
20 20
10 10
Q
Z
W
0 LL 0
O
Q
w
W
-10 -10
20 -20
FILL @ - 31 C
OFT
EL 14.00
1Or
I �
11 1 \1
11
EL ].00
I I
I I
1.
MHW EL 1.8
MLW EL-2.9
z
0
m
FILL @-28C
(IFT
EL 14.00
10'
,i
1
I
1
20
?7//,
..
MHW EL 1.8
MLW EL-2.9
W
m
20 20
10 10
❑
Q
z
w
0 LL 0
Z
O
Q
w
W
10 -10
20 -20
20 20
10 10
❑
Q
Z
W
0 LL 0
O
Q
w
W
10 -10
20 -20
FILL @-29C
(IFT
EL 14.00
10.
I
EL 7.00
- Ir
20 1
MHW EL 1.8
----------------------
MLW EL-2.9
0
m
FILL @-29C
(IFT
EL 14.00
10'
1
`1
EL ].00
IJ
10
MHW EL 1.8
MLW EL-2.9
-
W
m
20 20
10 10
❑
Q
z
w
0 LL 0
Z
O
Q
w
W
10 -10
-20 -20
20 20
10 10
❑
Q
Z
W
0 LL 0
O
Q
w
W
-10 -10
-20 -20
FILL @-33C
(IFT
EL 14.00
10'
i\
11 _
\� I
20
�EL00
MHW EL 1.8
MLW EL-2.9
s �
z
0
m
FILL @-36C
(IFT
EL 14.00
10',
I1
20.E
MHW EL 1.8
MLW EL-2.9
w
m
20
D �
10
Z
W
= N
N O
N
Cn
N
LL
OLL
°
0 N
F- 0
Ill N
W M
-10
CC F-
o W
J CC
D au
!n F
1n Ill
N
C
z
Y
20
0
°
i
a
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 g
4
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) a
C 498+00.00 502+00.00 506+00.00 509+00.00 C
20
10
Q
w
W
LL 0
O
w
w
-10
B zo
20
10
0
-10
-20 Et
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
497+00.00 501+00.00 505+00.00
FILL @-31C
(IFT
EL 14.00
10'�
"11
, 1
EL 7.00
1
v
MHW EL 1.8
MLW EL-2.9
w
m
FILL @ - 27 C
OFT
EL 14.00
40
?ELT>,�
MHW EL 1.8
MLW EL-2.9
z
O
a0
20 20
10 10
Q
H
W
0 LL 0
O
a
w
w
10 -10
20 -20
10 10
a
H
w
0 LL 0
Z
0
a
w
-10 w -10
FILL @ - 27 C
OFT
EL 14.00
10'�
I�1
1
11 -
�L700
MHW EL 1.8
MLW EL-2.9
w
m
FILL @-38C
(IFT
EL 14.00
10.
EL 7.00
VA
MHW EL 1.8
MLW EL-2.9
J_
z
❑
a0
20 20
10 10
Q
H
W
0 LL 0
O
a
w
w
10 -10
20 -20
10 10
0
a
w
w
0 LL 0
Z
0
a
w
-10 w -10
FILL @ - 29 C
OFT
EL 14.00
10.
I
EL 7.00
1
MHW EL 1.8
--------------------------
MLW EL-2.9
_
w
m
FILL @ - 24 C
OFT
EL 14.00
47
10.
EL ].00
MHW EL 1.8
MLW EL
z
O
a0
20 20
10 10
Q
H
W
0 LL 0
O
a
w
w
10 -10
-20 -20
FILL @ - 30 C
OFT
EL 14.00
10',,
\1�
EL7.00
1
MHW EL 1.8
-------------------
MLW EL-2.9
m
NOTES:
-20
LEGEND
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
APPROXIMATE EXISTING
TYPICAL SECTION ON SHEET C-300.
10
GROUND
2. EXISTING GROUND SHOWN IS
PROPOSED
BASED ON DECEMBER 2021
RENOURISHMENT
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
®
LIMITS OF FILL
° CONDITIONS AT THE TIME OF THE
SURVEY.
3. TRANSITIONS IN DUNE CREST
10' 0' 10' 20'
HEIGHT SHALL BE 0.5 FT VERTICAL
-10 OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
100' 0' 100' 200'
HORIZONTAL SCALE: 1"=100'
-500 400 -300 -200 -100 0 100 LV .500 400 .300 .200 .100 0 100 LV500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
�
o F
i
G
�
3
x
U
& U
2
>
z
_
g
�
A-
°NLL
z'6
LL0m Z,
z
6
U
w c
`o
`c,
E
••`SN'CARp���•
P�20��FESS /.9 �p
ro
3487 1
n nn
SEAL
g
Sheet
Reference No. o
C-303
O
INDEX: 31 OF 45
Il

20
10
a
E z
w
IWi 0
O
W
W
10
20
1 2 3 4 5 6
515+00.00 519+00.00 523+00.00 526+00.00 oPK Ist'l O
20
U�,
10
E �$
0
-10
-20
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
514+00.00 518+00.00 522+00.00 525+00.00
20
D
10
a
z
W
IWi 0
O
Q
W
W
-10
z0
FILL @ -36C
/F'r
EL 14.00
10'
10
;EL7.00
MHW EL 1.8
MLW EL-2.9
Z
m
FILL @ -34C
/FT
EL 14.00
10.
11\
11
1 _ -
10
�EL00
MHW EL 1.8
---------------
MLW EL-2.9
Z
m
20 20
10 10
a
z
w
0 Wi 0
O
W
W
-10 -10
-20 -20
20 2a
10 10
z
W
0 Wi 0
O
Q
W
W
-10 -10
-20 -20
FILL Q - 34 C
/F'r
EL 14.00
10'
/11
7.00
�I
ry0
;EL
MHW EL 1.8
MLW EL-2.9
------------
m
FILL Q - 38 C
/F'r
EL 14.00
10'
i
EL 7.00
'
1
10
MHW EL 1.8
MLW EL-2.9
w
m
20 20
10 10
z
w
0 Wi 0
O
W
W
-10 -10
20 -20
20 20
10 10
z
W
0 Wi 0
O
Q
W
W
-10 -10
-20 -20
FILL @ -31C
/F'r
EL 14.00
10'
`
10
�EL7.00
MHW EL 1.8
MLW EL-2.9
z
m
FILL Q - 36 C
/F'r
EL 14.00
10'
EL 7D0
1
MHW EL 1.8
MLW EL-2.9
ILL!
z
m
20 20
10 10
ro
z
w
0 W 0
O
J
W
-10 -10
-20 -20
20 20
0 10
ro
z
W
0 W 0
O
Q
W
W
-10 -10
-20 -20
FILL @ -31C
/F'r
EL 14.00
10'
1'\
EL 7.00
1\�
MHW EL 1.8
J
MLW EL-2.9
z
m
FILL Q - 31 C
/F'r
EL 14.00
10'
EL 7.000
MHW EL 1.8
,Lp,1
MLW EL-2.9
ILL
z
m
20
-zo
D �
10
Z
W
= N
N O
N
Z N
O LL
0
O o
W N
F- O
W V
0
H
LLI
J CC
L au
!n I-
Cl) W
!n
cc
z
Y
O
°
i
�
a
300 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 g
4
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) a
C 513+00.00 517+00.00 521+00.00 524+00.00 C
20
10
z
W
IWi 0
O
w
w
-10
B 20
20
10
0
10
-20 R
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
512+00.00 516+00.00 520+00.00
FILL @ -35C
/F'r
EL 14.00
10'�
'I
I
1
10
MHW EL 1.8
---------------------
MLW EL-2.9
z
m
FILL @ -33C
/F'r
EL 14.00
10'
EL 7.00
,
1
10
MHW EL 1.8
--------------------------
MLW EL.2.9
z
m
20 20
10 10
z
W
0 Wi 0
O
w
w
-10 -10
-20 -20
10 10
Z
w
0 II 0
z
0
a
w
W
-10 10
-20 -20
FILL @ -37C
/F'r
EL 14.00
10'
1
EL 7.00
1
MHW EL 1.8
MLW EL-2.9
ILL!
z
In
FILL @ -37C
/F'r
EL 14.00
10'
EL 7.00
1
10
MHW EL 1.8
MLW EL.2.9
/
In
m
20 20
10 10
z
W
0 Wi 0
O
w
w
-10 -10
-20 -20
10 10
z
w
0 IIi 0
z
0
w
W
-10 -10
FILL @ -36C
/F'r
EL 14.00
10'
�1!'1
I
I
10
?EL7.00�,/,
MHW EL 1.8
MLW EL-2.9
..........
w
In
FILL @ -40C
/F'r
EL 14.00
10'
NI_
-'
10
?L700
MHW EL 1.8
MLW EL-2.9
_
z
m
20 20
10 10
ro
z
W
0 W 0
O
w
-10 -10
20 -20
FILL @ -32C
/F'r
EL 14.00
10'
7.00
--
10
�EL
MHW EL 1.8
MLW EL-2.9
'
ILL!
z
m
20
NOTES:
LEGEND
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
--------- APPROXIMATE EXISTING
TYPICAL SECTION ON SHEET C-300.
10
GROUND
2. EXISTING GROUND SHOWN IS
PROPOSED
BASED ON DECEMBER 2021
RENOURISHMENT
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
®
LIMITS OF FILL
CONDITIONS AT THE TIME OF THE
SURVEY.
3. TRANSITIONS IN DUNE CREST
10, 0' 10' 20'
HEIGHT SHALL BE 0.5 FT VERTICAL
-10 OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
100, 0' 100, 200'
HORIZONTAL SCALE: 1"=100'
-500 400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 _., 500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
o lw
i
G
x i
x
U
Fr
E LLO
_
g
_
0-
°Nz'6
LLox-'
w�z
6
t
w c
Io
E
•••SN'CARp���•
120��FESS/
ro
3487 i
n nn
SEAL
g
Sheet
Reference No. o
C-304
O
INDEX: 32 OF 45
1l

20
•\2P
10
E �$
0
-10
20
500 400 -300 -200 -100 0 100 500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
529+00.00 533+00.00 537+00.00 540+00.00
20
D
10
m
Z
W
IILL °
O
Q
W
w -10
20
FILL @ - 28 CY/FT
EL 14.00
10'
EL 7.00
`
1
10
MHW EL 1.8
----------------------
MLW EL-2.9
m
20 20
10 10
ro
z
W
0 LL 0
O
Q
W
-10
20 20
FILL @-28C
/FT
EL 14.00
10'
EL/7 .00
_ \
10
MHW EL 1.8
MLW EL-2.9
w
m
20 20
10 10
ro
z
W
0 LL 0
O
Q
W
-10 W -10
20 20
FILL @-37C
/FT
EL 14.00
10'�
EL ].00
10 1
MHW EL 1.8
MLW EL-2.9
w
z
m
20 20
10 10
ro
z
W
0 LL 0
O
Q
W
-10 W -10
20 20
FILL @ - 31 C
/FT
EL 14.00
10 . I �1
EL 7.00
I 1\ I
MHW EL 1.8
MLW EL-2.9
,
w
z
m
20
D �
10
Z
W
= N
N 04
m N
Cl)
Z N
0_ LL
°
O c
Ill N
F- 0
W
0
CC F-
LLI
J CC
au
(n h
(n ILL!N
C
z
Y
20
O
°
it
a
S00 400 -300 -200 -100 0 100 500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 g
4
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) a
C 528+00.00 532+00.00 536+00.00 539+00.00 C
20
10
m
I-
W
Iwl °
O
w -10
B 20
1 2 3 4 5 6
530+00.00 534+00.00 538+00.00 541+00.00 OpR Ist'l O
FILL @ - 31 C
(/FT
EL 14.00
10'
I
EL
I I` --
MHW EL 1.8
-----------------
MLW EL-2.9
0
In
20 20
10 10
W
O
Q
F
W
0 LL 0
Z
O
Q
w
-10 W -10
20 20
FILL @ - 31 C
(/FT
EL 14.00
10'
EL ].00
1
10
MHW EL 1.8
MLW EL-2.9
ILL!
0
m
20 20
10 10
m
O
Q
I-
W
0 LL 0
Z
0
Q
w
-10 W -10
20 20
FILL @ - 32 C
(/FT
EL 14.00
10'
\II
1
ry°1
1 r
MHW EL 1.8
MLW EL-2.9
ILL!
0
m
20 20
10 10
O
Q
F
W
0 LL 0
Z
0
Q
w
-10 W -10
20 20
FILL @ - 27 C
(/FT
EL 14.00
10'
YI
I
1
EL 7.00
1 _
70 1
MHW EL 1.8
MLW EL-2.9
�-
ILL!
0
m
20
10
0
-10
20 Et
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
527+00.00 531+00.00 535+00.00
20
10
m
I-
w
Iwl °
Z
0
a
w A -10
20
FILL @ - 25 C
(/FT
EL 14.00
10'
i
\
EL 7.00
--
1
0,0
MHW EL 1.8
MLW EL-2.9
w
m
FILL @-27C
(/FT
EL 14.00
10'
I11
E00
\
-
10
MHW EL 1.8
ib
MLWEL-2.9
z
m
20 20
10 10
ro
Q
f
W
0 LL 0
O
-10 W -10-
20 20
20 20
10 10
ro
0
f
w
0 LL 0
Z
0
a
-10 W -10
20 20
FILL @ - 22 C
(/FT
EL 14.00
�EL].00
1
1
10
MHW EL 1.8
MLWEL-2.9
_
w
z
m
FILL @ - 25 C
(/FT
EL 14.00
10'
1
1
1
EL 7.00
I \I r
10 1
MHW EL 1.8
MLW EL-2.9
z
0
m
20 20
10 10
ro
Q
I-
W
0 LL 0
O
-10 w -10-
20 20
20 20
10 10
ro
0
f
w
0 LL 0
Z
0
a
W
-10 w -10
20 20
FILL @ - 32 C
(/FT
EL 14.00
10'
1
I
10
�L/700
MHW EL 1.8
MLW EL-2.9
w
z
m
FILL @ - 32 C
(/FT
EL 14.00
10'
i
I .
II\ I
EL ].00
� I
1
10
MHW EL 1.8
MLW EL-2.9
z
0
m
20 20
10 10
Q
f
W
0 LL 0
O
-10 W -10-
20 20
FILL @ - 38 C
(/FT
EL 14.00
10'� �J11
1
1
7.00
0'0
;EL
MHW EL 1.8
MLW EL-2.9
w
m
20
NOTES:
LEGEND
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
--------- APPROXIMATE EXISTING
TYPICAL SECTION ON SHEET C-300.
10
GROUND
2. EXISTING GROUND SHOWN IS
PROPOSED
BASED ON DECEMBER 2021
RENOURISHMENT
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
®
LIMITS OF FILL
°
CONDITIONS AT THE TIME OF THE
SURVEY.
3. TRANSITIONS IN DUNE CREST
10' 0' 10' 20'
HEIGHT SHALL BE 0.5 FT VERTICAL
-10 OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
100' 0' 100, 200'
20
HORIZONTAL SCALE: 1"=100'
-500 400 -300 -200 -100 0 100 500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
�
o F
i
�
3
> i
lo
x
U
Fr
E LLO
_
g
_
w 4
°NLL
z'6
LL-6.
z
6
t
U
IC
,A
`p
E
•••SN I CARp���•
120��FESS/
ro
I34E7 i
n nn
SEAL
g
Sheet
Reference No. o
C-305
O
INDEX: 33 OF 45
Il

1 2 3 4 5 6
545+00.00 549+00.00 553+00.00 556+00.00
zo
p "2P
10
o E $
-10
-20
-500 -400 300 -200 -100 0 100 s00 400 -300 -200 -100 0 100 -500 400 300 -200 -100 0 100 -500 400 300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
544+00.00 548+00.00 552+00.00 555+00.00
20
D
10
0
Q
Z
W
w p
Z
O
Q
w
w -10
z0
FILL (-28C
(/FT
EL 14.00
10'
\
I 1
EL 7.00
SUN
MHW EL 1.8
MLW EL
w
m
20 20
10 10
Q
F
W
0 LL 0
O
Q
w
10 w .10
20 20
FILL (-35C
(/FT
EL 14.00
EL 7.00
-
MHW EL 1.8
MLW EL-2.9
-�
w
m
20 20
10 10
Q
F
W
0 LL 0
O
Q
w
-10 w -10
20 20
FILL @ - 29 CY/FT
EL 14.00
24'
EL 7.00
10,
MHW EL 1.8
MLW EL
w
m
20 20
10 10
Q
F
W
0 LL 0
O
Q
w
.10 w .10
20 20
FILL (-24C
(/FT
EL 13.00
34'
EL 7.00
/
f
20,
MHW EL 1.8
MLW EL-2.9
w
0
m
20
D �
,o
w
= N
N O
N
Z N
LL
OLL
°
O Cj c
W N
F- O
W
S F-
w
!n Lu
W
10
J O
D a
N
,n
CC
U z
Y
zo
O
°
2
a
soo roo soo -zoo -100 0 100 -soo soo aoo -zoo -100 0 100 soo roo soo -zoo -100 0 100 -soo soo aoo -zoo -100 0 100 g
a
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) a
C 543+00.00 547+00.00 551+00.00 554+00.00 C
20
10
H-
W
LL °
O
w
w -10
B 20
FILL (-31C
(/FT
EL 14.00
10'
i
EL 7.00
20,
MHW EL 1.8
MLW EL -2.9
z
0
m
20 20
10 10
Q
z
W
0 LL 0
Z
O
Q
w
.10 w .10
z0 20
FILL (-34C
(/FT
EL 14.00
26'
EL 7.00
�---
MHW EL 1.8
`
MLW EL-2.9
z
0
m
20 20
10 10
Q
z
W
0 LL 0
Z
O
Q
w
10 w .10
z0 20
FILL (-28C
(/FT
EL 13.50
25' ^\
1\ /
EL 7.00
10,
MHW EL 1.8
MLW EL-2.9
z
0
m
20 20
10 10
Q
z
W
0 LL 0
Z
O
Q
w
-10 w .10
z0 20
FILL (-24C
(/FT
EL 13.00
25'
EL 7.00
MHW EL 1.8
MLW EL-2.9
-
z
0
m
20
10
0
10
.20
-500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
542+00.00 546+00.00 550+00.00
20
10
w
w
W p
LL
Z
0
w A -10
_20
FILL (-28C
(/FT
EL 14.00
10'
\1
11
EL 7.00
Ir_ �
SUN
MHW EL 1.8
MLW EL-2.9
ILL!
z
m
FILL (-28C
(/FT
EL 14.00
10'
I
EL 7.00
1
10,
MHW EL 1.8
MLW EL-2.9
_
z
m
20 20
10 10
Q
F
W
0 LL 0
O
-10 w .10
20 20
20 20
10 10
a
F
w
0 LL 0
Z
0
-10 w .10
.20 .20
FILL (-35C
(/FT
EL 14.00
21"�
I \I\
1
EL 7.00
10,
MHW EL 1.8
MLW EL -2.9
w
m
FILL (-30C
(/FT
EL 14.00
23'
/\1
1\
EL 7.00
�
10,
MHW EL 1.8
MLW EL-2.9
-- -
7
O
m
20 20
10 10
m
F
W
0 LL 0
O
-10 w -10
20 20
20 20
10 10
a
F
w
0 LL 0
Z
O
-10 w .10
.20 .20
FILL (-29C
(/FT
EL 14.00
26'
77,
EL 7.00
10,
MHW EL 1.8
MLW EL
ILL!
z
m
FILL (-29C
(/FT
EL 14.00
21'
I �\
\/ 1
EL 7.00
\\I
10,
MHW EL 1.8
MLW EL-2.9
7
O
m
20 20
10 10
Q
F
W
0 LL 0
O
.10 w .10
20 20
FILL (-29C
(/FT
EL 13.00
23' / \
I \I I \\\
EL 7.00
MHW EL 1.8
-----------
MLW EL-2.9
'
w
z
m
20
NOTES:
LEGEND
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
APPROXIMATE EXISTING
TYPICAL SECTION ON SHEET C-300.
10
GROUND
2. EXISTING GROUND SHOWN IS
PROPOSED
BASED ON DECEMBER 2021
RENOURISHMENT
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
®
LIMITS OF FILL
°
CONDITIONS AT THE TIME OF THE
SURVEY.
3. TRANSITIONS IN DUNE CREST
10' 0' 10' 20'
HEIGHT SHALL BE 0.5 FT VERTICAL
10
OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
100' 0' 100' 200'
.20
HORIZONTAL SCALE: 1"=100'
-500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
o F
i
G
3
r Z
2
U
_
g
�
Os
UNz'O
LL0mZ,
z
0
t
U
c
o
`0
E
••`SN'CARp���•
P�20��FESS /.9 �p
ro
3487 :
n nnWo
SEAL
g
Sheet
Reference No. o
C-306
O
INDEX: 34 OF 45
\l

20
p `\2P
10
E -$
0
10
-20
.500 400 .300 .200 -100 0 100 .500 400 .300 .200 -100 0 100 .500 400 -300 .200 -100 0 100 .500 400 .300 .200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
559+00.00 563+00.00 567+00.00 570+00.00
20
D
10
m
Z
W
O
Q
w
w -10
20
FILL @ - 23 C
(/FT
EL 13.00
�\I
111 i
EL 7.00
2p.1
MHW EL 1.8
---------------------
MLW EL.2.9
0
m
20 20
10 10
2
W
0 LL 0
O
a
w
-10 w -10
'0 '0
FILL @ - 23 C
(/FT
EL 13.00
I'1
15Y 11
1 1�
1 I �
1 �
EL 7.00
MHW EL 1.8
2p.1I
----------------
MLW EL.2.9
-
D
m
20 20
10 10
2
W
0 LL 0
O
a
w
-10 w -10
-20 -20
FILL @-23C
(/FT
EL 13.00
21'
\\I
1
�
2p.1
?L7,00�,�_
MHW EL 1.8
------------
MLW EL-2.9
D
m
20 20
10 10
2
W
0 LL 0
O
a
w
-10 w -10
-20 -20
FILL @-23C
(/FT
EL 13.00
10'
i
EL 7.00
-
�
MHW EL 1.6
----------------
MLW EL.2.9
'
w
m
20
-20
D �
10
Z
W
= N
N O
m N
N
O �
LL
°
O c
W cm
F- O
W n
-10
CC F-
ow
JO
D a
(n F
�w
N
�N
U z
PO
°
i
a
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 g
4
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) a
C 558+00.00 562+00.00 566+00.00 569+00.00 C
20
10
0
Q
H
W
O
w
w -10
B 20
20
10
m
0
Q
E z
W
LL_ 0
Z
O
w
w -10
20
1 2 3 4 5 6
560+00.00 564+00.00 568+00.00 571+00.00 oPK ISLE, O
FILL (-18C
(/FT
MHW EL 1.8
EL 13.00
8'I\
2p.1
EL 7.00
MTL EL -0.6
MLW EL.2.9
-
z
0
m
20 20
10 10
m
O
Q
W
0 LL 0
Z
O
w
10 w -10
-20 -20
FILL @-27C
(/FT
EL 13.00
1
I\ \1
EL 7.00
�
MHW EL 1.8
2p:1
MTL EL -0.6
-----------------
MLW EL-2.9
0
m
20 20
10 10
O
Q
W
0 LL 0
Z
O
w
-10 w -10
-20 -20
FILL @ - 28 C
(/FT
EL 13.00
18",
1\
I \
MHW EL 1.8
20. 1
MTL EL -0.6
_
MLW EL-2.9
z
0
m
20 20
10 10
O
Q
W
0 LL 0
Z
O
w
-10 w -10
-20 -20
FILL @ - 23 C
(/FT
EL 13.00
10'
i II \\
I
MHW EL 1.8
?L7
LEL-0
MLW EL.2.9
- -
z
0
m
20
10
0
-10
-20
.600 400 -300 .200 .100 0 100 .500 400 .300 .200 .100 0 100 .500 400 -300 .200 -100 0 100 -500 400 .300 .200 .100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
557+00.00 561+00.00 565+00.00
20
10
H
w
Z
O
a
w
W A -10
z0
FILL @-26C
(/FT
EL 13.00
21' /'\ i 1\
1 I _
1
EL 7.00
1 ♦_
2p.1
MHW EL 1.8
MLW EL-2.9
w
m
FILL (-22C
(/FT
EL 13.00
Wl
y0.1
?EL7.00�,
MHW EL 1.8
MLW EL-2.9
D
00
20 20
10 10
O
Q
H
W
0 LL 0
O
w
-10
-20 -20
20 20
10 10
0
Q
H
w
0 LL 0
Z
0
a
w
-10 W -10
20 20
FILL (-23C
(/FT
EL 13.00
iTi 11
I
\1\yl
2p.1
;7.00
MHW EL 1.8
--------------------
MLW EL-2.9
- -
w
m
FILL (-21C
UFT
EL 13.00 3'I�I
EL 7.00
�
MHW EL 1.8
-----------------
MLW EL-2.9
-
z
00
20 20
10 10
m
0
Q
H
W
0 LL 0
O
w
10 w -10
-20 '0
20 20
10 10
0
Q
H
w
0 LL 0
Z
O
a
w
-10 W -10
20 -20
FILL (-24C
(/FT
EL 13.00
0'
EL 7.00
I
i
2p.1
MHW EL 1.8
MLW EL-2.9
'
w
D
11
FILL (-21C
(/FT
EL 13.00
I(\\
16" 1701,
1\ lI
�
y0.1
;L/7.00
MHW EL 1.8
-------------------
MLW EL-2.9
-
z
00
20 20
10 10
O
Q
H
W
0 LL 0
O
w
-10 w -10
-20 -20
FILL (-23C
(/FT
EL 13.00
22- 1 \I
111
1
EL 7.00 _
MHW EL 1.8
----------------------
MLW EL.2.9
-
w
D
m
20
NOTES:
-20
LEGEND
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
APPROXIMATE EXISTING
TYPICAL SECTION ON SHEET C-300.
10
GROUND
2. EXISTING GROUND SHOWN IS
PROPOSED
BASED ON DECEMBER 2021
RENOURISHMENT
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
®
LIMITS OF FILL
0
CONDITIONS AT THE TIME OF THE
SURVEY.
3. TRANSITIONS IN DUNE CREST
10' 0' 10' 20'
HEIGHT SHALL BE 0.5 FT VERTICAL
0
OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
100' 0' 100' 200'
HORIZONTAL SCALE: 1"=100'
-500 400 .300 .200 -100 0 100 -500 400 .300 .200 -100 0 100 .500 400 .300 .200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
o F
i
c
3
x i
x
U
g
�
0-
0 LL
Cj
LL0
z
6
t
p
c
`o
E
••`SN'CARp���•
P�2
ro
34i ER7
n nn
SEAL
g
Sheet
Reference No. o
C-307
O
INDEX: 35 OF 45
1l

1 2 3 4 5 6
575+00.00 579+00.00 583+00.00 586+00.00 oPK ISLE, O
FILL@-34C
OFT
EL 13.00
10'
Z0.
MHW EL 1.8
MLW EL-2.9
z
0
m
20 20
10 10
a0
O
z
W
0 LL 0
Z
O
Q
w
-10 w .10
FILL @-23C
OFT
EL 13.00
10'
EL 7.00
I �
Z0.
MHW EL 1.8
MLW EL-2.9
-
z
0
m
20 20
10 10
z
W
0 LL 0
Z
O
Q
w
-10 w -m
FILL @-27C
(/FT
EL 13.00
10'
EL ].00
Z0.
MHW EL 1.8
--------------------
MLW EL-2.9
0
m
20 20
10 10
O
z
W
0 LL 0
Z
O
Q
ILL!
.10 w .10
FILL @-24C
(/FT
EL 13.00
10'
EL ].00
Z0. 1
MHW EL 1.8
---------------------
MLW EL-2.9
_
z
0
m
500 400 300 -200 -100 0 100 -500 400 300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 500 400 300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
574+00.00 578+00.00 582+00.00 585+00.00
20
D
10
w
Iwi 0
O
Q
w
w .10
z0
FILL @-27C
(/FT
EL 13.00
10'
i
EL 7.00
MHW EL 1.8
MLW EL-2.9
�-
ILL!
z
m
20 20
10 10
z
W
0 LL 0
O
Q
w
-10 w .10
20 20
FILL @-22C
OFT
EL 13.00
10' -
EL 7.00
MHW EL 1.8
MLW EL-2.9
- -
w
m
20 20
10 10
z
W
0 LL 0
O
Q
ILL!
-10 w .10
20 -20-
FILL @ - 26 C
OFT
EL 13.00
10' 11
i
-
-
?EL7
MHWELI.8
MLW EL -2.9
w
m
20 20
10 10
z
W
0 LL 0
0
Q
ILL!
-10 w .10
20 20
FILL @-32C
(/FT
EL 13.00
10'
�
EL 7.00
,y0.1
MHW EL 1.8
MLW EL-2.9
w
z
0
m
20
•`2P
10
E �$
0
-10
20
D �
10
Z
W
= N
N O
N
Cn
N
O LL
0
O o
Ill N
F- 0
0 co
W
10
CC F-
W
J O
D a
!n F
W
N
to
CC
U z
Y
zo
O
°
i
500 400 -300 -200 -100 0 100 -500 400 300 -200 -100 0 100 500 400 300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 g
a
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
C 573+00.00 577+00.00 581+00.00 584+00.00 C
20
10
m
z
LL �
O
w -10
B z0
20
10
0
-10
20
500 400 300 -200 -100 0 100 500 400 300 -200 -100 0 100 500 400 300 -200 -100 0 100 -500 400 300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
572+00.00 576+00.00 580+00.00
20
10
m
z
LL �
Z
0
a
w A .10
z0
FILL @-30C
OFT
EL 13.00
10'
r'
MHW EL 1.8
MLW EL-2.9
-
w
z
m
FILL@-29C
/FT
EL 13.00
10'
EL 7.00
MHW EL 1.8
------------
MLW EL-2.9
w
0
m
20 20
10 10
ro
z
f
W
0 LL 0
O
.10 w -10-
20 20
20 20
10 10
ro
0
f
W
0 LL 0
Z
0
a
.10 w .10
20 20
FILL @-28C
OFT
EL 13.00
10' A,,
I
EL 7.00
,10,1
MHW EL 1.8
--------------------
MLWEL-2.9
-
-
w
m
FILL @-25C
OFT
EL 13.00
10'
EL 7.00
MHW EL 1.8
----------------------
MLW EL-2.9
-
w
0
m
20 20
10 10
ro
z
f
W
0 LL 0
O
10 w -10
z0 20
20 20
10 10
ro
0
f
W
0 LL 0
Z
0
a
10 w .10
z0 20
FILL @-20C
OFT
EL 13.00
10'
EL 7.00
MHW EL 1.8
MLW EL-2.9
ILL!
D
m
FILL @ - 21 C
(/FT
EL 13.00
10'�
1
EL 7.00
2p.1
MHW EL 1.8
MLW EL-2.9
w
0
m
20 20
10 10
ro
z
f
W
0 LL 0
O
10 w -10-
20 20
FILL @-26C
OFT
EL 13.00
10'
�1
EL 7.00
-
MHW EL 1.8
MLW EL
w
z
m
20
NOTES:
LEGEND
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
APPROXIMATE EXISTING
10 TYPICAL SECTION ON SHEET C-300.
GROUND
2. EXISTING GROUND SHOWN IS
PROPOSED
BASED ON DECEMBER 2021
RENOURISHMENT
SURVEY BY TI COASTAL AND
REPRESENTS THE APPROXIMATE
®
LIMITS OF FILL
0
CONDITIONS AT THE TIME OF THE
SURVEY.
3. TRANSITIONS IN DUNE CREST
10' 0' 10' 20'
HEIGHT SHALL BE 0.5 FT VERTICAL
10
OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
100' 0' 100' 200'
20
HORIZONTAL SCALE: 1"=100'
500 400 300 -200 -100 0 100 500 400 300 -200 -100 0 100 500 400 300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
o F
0
3
> i
lo
2
U
g
�
w 4
ON .,L
LL0m��
z
6
t
U
w c
`o
`0
E
•••SN'CARp���•
P�20��FESS /.9 �p
ro
3487 :
n nn
SEAL
g
Sheet
Reference No. o
C-308
O
INDEX: 36 OF 45
Il

20 Uz10
E �$
0
10
-20
500 -400 300 -200 -100 0 100 -500 400 300 -200 -100 0 100 500 -400 300 -200 -100 0 100 -500 -400 300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
589+00.00 593+00.00 597+00.00 600+00.00
20
D
10
W
z
H
IWi 0
z
O
Q
w
w -10
20
FILL @-26C
(/FT
EL 13.00
10'
I %
EL 7.00
MHW EL 1.8
MLW EL-2.9
z
0
m
20 20
10 10
a0
z
H
0 w 0
z
O
Q
w
-10 W -10
-20 20
FILL @-27C
(/FT
EL 13.00
10'
i I
EL 7.00
Z0.
MHW EL 1.8
MLW EL-2.9
z
0
m
20 20
10 10
a0
z
H
0 1 0
z
O
Q
w
10 W -10
-20 20
FILL @-19C
OFT
EL 13.00
10'
Z0.
�L7,�01-
MHW EL 1.8
MLWEL-2.9
_
z
C,
m
20 20
10 10
a0
z
H
0 w 0
z
O
Q
w
10 W -10
20 20
FILL @-24C
(/FT
EL 13.00
10'
i
EL ]AO
Z0.
MHW EL 1.8
MLW EL-2.9
w
z
m
20
D �
10
z
W
= N
°
N N
m N
O c
Ill N
z N
O LL
F- O
W
CC F-
z 0
W
(n F
Cn w
W
-10
z
J O
Ln a
!n
0 (n
CC
U z
Y
20
O
°
500 -400 300 -200 -100 0 100 500 400 300 -200 -100 0 100 500 -400 300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 g
a
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
C 588+00.00 592+00.00 596+00.00 599+00.00 C
20
10
W
z
f
W 0
O
w
W -10
B 20
20
10
W
❑
zE Z
W
IWi 0
z
O
Q
w
w -10
20
1 2 3 4 5 6
590+00.00 594+00.00 595+00.00 601+00.00 PKisL�,
FILL @-28C
(/FT
EL 13.00
10'�
EL 7.00
MHW EL 1.8
Il
------------------
MLW EL-2.9
C,
m
20 20
10 10
a0
❑
z
W
0 LL 0
z
O
Q
w
10 W -10
-20 20
FILL @-28C
OFT
EL 13.00
10'
Z0.
?EL7mOG_
MHW EL 1.8
-----------
MLW EL-2.9
w
z
m
20 20
10 10
a0
❑
z
W
0 LL 0
z
O
Q
w
10 W -10
-20 20
FILL @-20C
/FT
EL 13.00
10'
EL 7.00
Z0.
MHW EL 1.8
----------------------
MLW EL-2.9
_
w
z
m
20 20
10 10
a0
z
W
0 LL 0
z
O
Q
w
10 W -10
-20 20
FILL @-22C
OFT
EL13.00
10'
I �
].00
;EL
MHW EL 1.8
-----------
MLW EL-2.9
-�
w
z
m
20
20
10
0
-10
-20 P
500 -400 300 -200 -100 0 100 500 400 300 -200 -100 0 100 500 -400 300 -200 -100 0 100 500 -400 300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
587+00.00 591+00.00 595+00.00
20
10
W
z
IWi 0
z
O
a
w A -10
20
FILL @-25C
OFT
EL 13.00
10'
EL 7.00
MHW EL 1.8
Z0.
MLW EL-2.9
Ile
-
w
m
FILL @-21C
/FT
EL 13.00
10'
EL 7.00
Z0.
MHW EL 1.8
MLW EL
z
0
m
20 20
10 10
a0
❑
z
W
0 LL 0
O
w
10 W -10
-20 20
20 20
10 10
a0
z
0 w 0
Z
0
a
-10 w -m
-20 20
FILL @-28C
OFT
EL 13.00
10'
EL 7.00
Z0.
MHW EL 1.8
MLW EL-2.9
w
m
FILL @-27C
OFT
EL 13.00
10'
�1 I
EL 7.00
Z0.
MHW EL 1.8
MLWEL-2.9
_
w
0
m
20 20
10 10
a0
❑
z
W
0 LL 0
O
-10 w -m
-20 20
20 20
10 10
W
z
W
0 LL 0
z
0
-10 w -m
-20 20
FILL @-18C
OFT
EL 13.00
10'
EL 7.00
_
Z0.
MHW EL 1.8
MLW EL-2.9
w
m
FILL @-21C
OFT
EL 13.00
10'
-
- _
,L0.1
�L70
MHW EL 1.8
MLW EL-2.9
-
w
0
m
20 20
10 10
a0
❑
z
W
0 LL 0
O
-10 w -m
-20 20
FILL @ - 23 CY/FT
EL 13.00
10' --
EL TOO
MHW EL 1.8
MLW EL
w
m
20
NOTES:
-20
LEGEND
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
--------- APPROXIMATE EXISTING
10 TYPICAL SECTION ON SHEET C-300.
GROUND
2. EXISTING GROUND SHOWN IS
PROPOSED
BASED ON DECEMBER 2021
RENOURISHMENT
SURVEY BY TI COASTAL AND
o REPRESENTS THE APPROXIMATE
®
LIMITS OF FILL
CONDITIONS AT THE TIME OF THE
SURVEY.
3. TRANSITIONS IN DUNE CREST
10' 0' 10' 20'
-10 HEIGHT SHALL BE 0.5 FT VERTICAL
OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
100' 0' 100' 200'
HORIZONTAL SCALE: 1"=100'
500 -400 300 -200 -100 0 100 500 -400 300 -200 -100 0 100 500 -400 300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
�
w
0
G
�
3
o
0
x
2
g
�
0-
°Nz'6
LLQ���
wU. �_
6
t
U
w c
`o
`0
E
••`SN'CARp���•
120��FESS/
ro
34E7 :
n nn
SEAL
g
Sheet
Reference No. o
C-309
O
INDEX: 37 OF 45
1l

20 o O
•`2P
10
6 E �$
-10
20
.500 400 -300 .200 -100 0 100 .500 400 .300 .200 .100 0 100 .500 400 .300 .200 .100 0 100 .500 400 .300 .200 .100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
604+00.00 608+00.00 612+00.00 615+00.00
20
D
10
H
Iwi 0
z
O
Q
w
W -10
20
FILL @-21C
(/FT
EL 13.00
EL 7.00
T
MHW EL 1.8
--------------
MLW EL-2.9
-
z
0
m
20 20
10 10
m
H
0 LL 0
z
O
Q
w
-10 W -10-
20 -20
FILL @-33C
OFT
EL 13.00
10'
40,
MHW EL 1.8
-----------------
MLW EL.2.9
0
m
20 20
10 10
m
H
0 LL 0
z
O
Q
w
-10 W -10
20 -20
FILL (-32C
(/FT
EL 13.00
EL 7.01
10'
y0.1
MHW EL 1.8
----------------
MLW EL-2.9
0
m
20 20
10 10
O
zZ
W
0 LL 0
z
O
Q
w
-10 w -10
20 -20
FILL (-43C
(/FT
EL 13.00
10'
i
EL 7.00
40,
MHW EL 1.8
----------------------
MLW EL-2.9
0
m
20
-20
D �
10
z
W
= N
0
m N
= \
O N
Z N
Z r
OLL
F- O
U O
LIJ
0
CC F-
11 J
z'
J O
Ln a
1n H
y W
Ox
CC (n
U z
Y
O
°
i
.500 400 .300 .200 -100 0 100 .500 400 .300 .200 .100 0 100 .500 400 .300 .200 .100 0 100 -500 400 .300 .200 .100 0 100 g
a
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
C 603+00.00 607+00.00 611+00.00 614+00.00 C
20
10
O
zZ
H
w 0
O
w
W -10
B 20
1 2 3 4 5 6
605+00.00 609+00.00 613+00.00 616+00.00 PKisL�,
FILL (-30C
(/FT
EL 13.00
10'
EL 7.00
MHW EL 1.8
40,
MTL EL -0.6
----------
MLW EL.2.9
w
z
0
m
10 10
W
z
H
0 W 0
z
O
Q
w
-10 W -10-
20 -20
FILL @-39C
OFT
EL 13.00
10'
� 1
EL 7.00
y0.1
MHW EL 1.8
-------------
MLW EL-2.9
w
z
0
m
10 10
O
zZ
H
0 W 0
z
O
Q
w
-10 W -10-
20 -20
FILL @-32C
(/FT
EL 13.00
10' /
EL 7.00
-
MHW EL 1 8
MTL EL -0.6
--------------------
MLW EL -2.9
_ _
w
z
0
m
20 20
10 10
W
z
H
0 W 0
ILL
O
Q
w
10 W -10
20 -20
FILL @-35C
OFT
EL 13.00
10'
i
EL 7.00
MHW EL 1.8
20:1
j i
-----------------
MLW EL-2.9
w
z
0
m
20
10
0
-10
20 P
-500 400 -300 .200 -100 0 100 .500 400 -300 .200 -100 0 100 .500 400 .300 .200 -100 0 100 .500 400 .300 .200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
602+00.00 606+00.00 610+00.00
20
10
0
Z
w
w
z
0
Q
w
A W -10
20
FILL (-26C
(/FT
EL 13.00
10' ��`---
a
40,
�L70
MHW EL 1.8
MLW EL-2.9
w
m
FILL (-26C
(/FT
EL 13.00
10' IA
EL 7.00
-
MHW EL 1.8
2p:1
MTL EL -0.6
MLW EL-2.9
z
0
00
20 20
10 10
W
O
zZ
H
0 w 0
O
a
w
-10 W -10
20 -20
20 20
10 10
W
0
zZ
w
0 LL 0
z
0
a
w
-10 W -10
20 -20
FILL (-32C
OFT
EL 13.00
10'
EL 7.00
I1V i
40,
MHW EL 1.8
MLW EL-2.9
w
m
FILL (-29C
OFT
EL 13.00
10'
u; i `-
i
EL 7.00
�
MHW EL 1.8
MTL EL -0.6
MLW EL-2.9
w
0
a0
20 20
10 10
O
zZ
H
0 ILL!w 0
O
a
w
-10 W -10
20 -20
20 20
10 10
W
0
zZ
0 w 0
Z
0
a
w
10 W -10
20 -20
FILL (-33C
OFT
EL 13.00
/v
MHW EL 1.8
40,
?EL77.00
MLW EL-2.9
w
11
11
FILL (-31C
(/FT
EL 13.00
10.
EL 7.00
MHW EL 1.8
-----------------
MLW EL 1-9
w
0
a0
20 20
10 10
W
O
zZ
H
0 w 0
O
a
w
-10 W -10
20 -20
FILL @-35C
OFT
EL 13.00
10.
EL 7.00
MHW EL 1.8
i
MLW EL-2.9
_
-----------------
w
z
11
20
NOTES:
LEGEND
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
APPROXIMATE EXISTING
10 TYPICAL SECTION ON SHEET C-300.
GROUND
2. EXISTING GROUND SHOWN IS
PROPOSED
BASED ON DECEMBER 2021
RENOURISHMENT
SURVEY BY TI COASTAL AND
0 REPRESENTS THE APPROXIMATE
®
LIMITS OF FILL
CONDITIONS AT THE TIME OF THE
SURVEY.
3. TRANSITIONS IN DUNE CREST
10' 0' 10' 20'
-10 HEIGHT SHALL BE 0.5 FT VERTICAL
mimmilmi
OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
100' 0' 100' 200'
20
HORIZONTAL SCALE: 1"=100'
.500 400 .300 .200 -100 0 100 -500 400 -300 .200 -100 0 100 .500 400 .300 .200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
W,
0
G
Q
o
0
x i
2
z
& L7
>
>
z
_
g
�
w 4
ON .,L
LL0mZ,
z
6
t
U
w c
o
`0
E
•••SN'CARp���•
P�20��FESS /.9 �p
ro
3487 1
n nn
SEAL
g
Sheet
Reference No. o
C-310
O
INDEX: 38 OF 45
1l

20 o O
p •\2P
10
E �$
0
-10
20
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
619+00.00 623+00.00 627+00.00 630+00.00
20
D
m
m
Z
W
W 0
z
O
Q
w
w _10-
20
FILL @-30C
(/FT
EL 13.00
10'
MHW EL 1.8
MLW EL-2.9
z
0
m
20 20
10 10
m
Z
W
0 W 0
Z
O
Q
w
-10 W -10
20 20
BASE BID FIL
@ - 40 CY/FT
ADD ALT #2 F
LL @ - 64 CY/FT
EL 13.01
10'
EL 7.0
50'
"
MHW EL 1.8
y0;1
MLW EL -2.
z
0
m
20 20
10 10
m
Z
W
0 W 0
Z
O
Q
w
-10 w -10
20 20
BASE BID FIL
@ - 32 CY/FT
ADD ALT #2 F
LL @ - 59 CY/FT
EL 13.00
17'I \I
EL 7.00
60'
I
MHW EL 1.8
MLW EL-2.9
z
0
m
20 20
10 10
m
Z
W
0 W 0
z
O
Q
w
-10 W -10
20 20
BASE BID FIL
@ - 24 CY/FT
ADD ALT #2 F
LL @ - 50 CY/FT
Ir ��
EL 13.00 11'I
-
I
EL 7.00
e6l,/
MHW EL 1.8
,L0.1
MLW EL-2.9
z
13
m
20
-20
-
D z
10
z
W
= N
°
Cn
N
O N
Z LLI N
Of)
Z r
OLL
P: O
Lu
0
CC F-
Ill
Z'
J O
Ln a
(1)F-
H
Ill
W
O=
CC Cn
U z
Y
O
°
i
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 L
4
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
C 618+00.00 622+00.00 626+00.00 629+00.00 C
20
10
m
Z
W
w o
O
a
w
W -10
20
20
10
m
E Z
W
LL_ 0
z
O
Q
w
w -10
20
1 2 3 4 5 6
620+00.00 624+00.00 628+00.00 631+00.00 PKisL�,
BASE BID FIL
@ - 33 CY/FT
ADD ALT #2 F
LL @ - 34 CY/FT
EL 13.00
10'
i
MHW EL 1.8
MLW EL-2.9
_i "
W
m
20 20
10 10
m
z
W
0 W 0
Z
O
Q
w
-10 W -10
20 20
BASE BID FIL
@ - 37 CY/FT
ADD ALT #2 F
LL @ - 65 CY/FT
EL 13.00
V'
10'
i
EL 7.00
60'
MHW EL 1.8
y0'
MLW EL-2.9
W
m
20 20
10 10
m
Q
W
0 W 0
Z
O
Q
w
-10 W _10-
20 20
BASE BID FIL
@ - 35 CY/FT
ADD ALT #2 F
LL @ - 63 CY/FT
EL 13.00
EL 7.00
1.
MHW EL 1.8
MLW EL-2.9
W
m
20 20
10 10
ro
z
W
0 W 0
z
O
Q
w
-10 W _10-
20 20
BASE BID FIL
@ - 22 CY/FT
ADD ALT #2 F
LL @ - 47 CY/FT
EL
� `y
13.00
I
I 1
I
EL 7.00
60'
MHW EL 1.8
MLWEL-2.
W
m
20
10
0
-10
B 20
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 F
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
617+00.00 621+00.00 625+00.00 LEGEND
20
10
m
Z
w o
LL
O
a
A W -10
20
FILL @-38C
(/FT
EL 13.00
10'
EL 7.00
y0.
MHW EL 1.8
--------------------
MLW EL-2.9
z
m
FILL @-37C
(/FT
EL 13.00
10'
EL ].00
MHW EL 1.8
MLW EL-2.9
J
W
0
a0
20 20
10 10
m
Z
W
0 W 0
O
a
w
-10 W -10
20 20
20 20
10 10
m
Z
0 w 0
LL
O
a
w
-10 W -10
20 20
BASE BID FIL
@ - 34 CY/FT
ADD ALT #2 F
LL @ - 50 CY/FT
EL 13.00
10'
i
EL
7.00 33,
MHW EL 1.8
y0,1
MLW EL -2.9
W
z
m
BASE BID FIL
@ - 37 CY/FT
ADD ALT #2 F
LL @ - 45 CY/FT
EL 13.00
10'
n\
EL
7.00 17'
MHW EL 1.8
1
MLW EL-2.9
W
0
a0
20 20
10 10
m
Z
W
0 W 0
O
a
w
-10 W _10-
20 20
20 20
10 10
m
Z
0 w 0
LL
O
a
w
-10 W _10-
20 20
BASE BID FIL
@ -31 CY/FT
ADD ALT #2 F
LL @ - 59 CY/FT
EL 13.00
1
\1
EL 7.00
60'
I \i
MHWELI.8
MLW EL-2.9
W
z
m
BASE BID FIL
@ - 33 CY/FT
ADD ALT #2 F
LL @ - 62 CY/FT
EL 13.00
10'
EL 7.00
60'
1
10
MHW EL 1.8
MLW EL-2.9
W
0
a0
20 20
10 10
m
Z
W
0 LL 0
O
a
w
-10 W -10
20 20
BASE BID FIL
@ - 24 CY/FT
ADD ALT #2 F
LL @ - 51 CY/FT
EL 13.00 12'�l�_`\
EL 7.00
61'
I"
MHW EL I.B
MLW EL -2.
-
------------
W
z
m
20
NOTES:
APPROXIMATE EXISTING
1.
FOR ADDITIONAL INFORMATION SEE
GROUND
BEACH RENOURISHMENT TYPICAL
SECTION ON SHEET C-300.
PROPOSED
10
RENOURISHMENT
2.
EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021 SURVEY
®
LIMITS OF FILL (BASE BID)
BY TI COASTAL AND REPRESENTS
THE APPROXIMATE CONDITIONS AT
0
THE TIME OF THE SURVEY.
LIMITS OF FILL (BID ALT 2)
3.
TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
10' o'
10, 20'
-10
OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
4.
ADD ALTERNATE #2 FILL, NOTED ON
SECTIONS, IS A TOTAL FILL,
100' o'
100' 200
INCLUDING BASE BID FILL.
20
HORIZONTAL SCALE: 1"=100'
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
w
i
G
b
m
❑E
❑E
x i
2
U
g
�
w$w
°Nz'6
LLox Z�
wu
l<�z
6
t
w c
o
`o
E
•••SN'CARp���•
120��FESS/
ro
3487 :
n nn
SEAL
g
Sheet
Reference No. o
C-311
O
INDEX. 39 OF 45
�l

20 o O
p "2t
10
E �$
0
-10
20
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
634+00.00 638+00.00 642+00.00 645+00.00
20
D
,o
O
z
f
W 0
Z
O
Q
w
w -10
20
BASE BID FIL
@-23 CY/FT
ADD ALT #2FLL@-49
CY/FT
1
EL 14.00
10'
'1
EL 7.00
60,
I�
1
0'0
MHW EL 1.8
MLW EL-2.
z
0
m
20 20
10 10
z
H
0 W 0
Z
O
Q
w
-10 W -10-
20 20
BASE BID FIL
@-29 CY/FT
ADD ALT #2 F
LL @ - 59 CY/FT
EL 15.50
10'
EL 7.00
�-O/
10
MHW EL 1.8
MLW EL-2.------------
z
0
m
20 20
10 10
z
H
0 W 0
Z
O
Q
w
-10 W -10-
20 20
BASE BID FIL
@-19 CY/FT
ADD ALT #2 F
LL @ - 49 CY/FT
EL 15.50
10'
i
EL 7.00 62'
MHW EL I.8
MLW EL-2.
z
0
m
20 20
10 10
z
H
0 W 0
Z
O
F--
-10 W -10-
20 20
BASE BID FIL
@-15 CY/FT
ADD ALT #2 F
LL @ - 43 CW/
EL 15.50
e'
10'
EL 7.00 64'
20;1
MHW EL I.8
MLW EL-2.------------
z
0
m
20
D z
10
Z
W
= N
o
it N
O N
Z N
LLI
Z r
O LL
P: O
0 N
F-
0
CC F-
Iny
Z'
J O
L a
(1)
W
O=
CC
U z
Y
20
O
°
Z
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 L
a
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
�. 633+00.00 637+00.00 641+00.00 644+00.00 C
20
10
w -10
20
1 2 3 4 5 6
635+00.00 639+00.00 643+00.00 646+00.00 PK' i sL'l, v
BASE BID FIL
@-22 CY/FT
ADD ALT #2 F
LL @ - 48 CY/FT
EL 14.50
10'
I 11`
l� I
EL 7.00
60,
1
10
MHW EL 1.8
MLW EL-2.
--------------
w
❑
m
20 20
10 10
m
z
0 W 0
Z
O
H
Q
w
-10 W -10-
20 20
BASE BID FIL
@-24 CY/FT
ADD ALT #2 F
LL @ - 53 CY/FT
EL 15.50
O'
10'
� 11
EL 7.00
�60'
10
MHW EL 1.8
MLW EL-2.
w
❑
m
20 20
10 10
m
z
0 W 0
Z
O
H
Q
w
-10 W -10-
20 20
BASE BID FIL
@-17 CY/FT
ADD ALT #2 F
LL @ - 45 CW/
EL 15.50
10'
EL 7.00 63'
20 1
MHW EL 1.8
MLW EL-2.
-------------
❑
m
20 20
10 10
m
z
0 W 0
Z
O
H
Q
w
-10 W -10-
20 20
BASE BID FIL
@-14 CY/FT
ADD ALT #2 F
LL @ - 41 CY/FT
EL 15.50
10'
O'
_ A
EL 7.00 .
�&4
MHWELI.8
MLW EL-2.
---------------
❑
m
20
10
0
-10
20
B -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 G
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
632+00.00 636+00.00 640+00.00 LEGEND
20
10
Z
w o
LL
O
a
A W -10-
20
BASE BID FIL
@-22 CY/FT
ADD ALT #2 F
LL @ - 50 CW/
EL 13.50
tr'
10.
1
EL 7.00
60,
1
10
MHW EL 1.8
MLW EL-2.
I- I
-------------
w
z
m
BASE BID FIL
@-20 CY/FT
ADD ALT #2 F
LL @ - 48 CY/FT
EL 13.00
EL 7.00
10'
-
1
0'0
MHW EL 1.8
MLW EL-2.9
-------------
z
m
20 20
10 10
m
Z
H
0 W 0
O
a
w
-10 W -10-
20 20
20 20
10 10
Z
0 w o
LL
O
a
w
-10 W -10-
20 20
BASE BID FIL
@-25 CY/FT
ADD ALT #2 F
LL @ - 54 CW/
EL 15.50
10'
i
EL 7.00
80'
MHW EL 1.8
MLW EL-2.9
w
z
m
BASE BID FIL
@-22 CY/FT
ADD ALT #2 F
LL @ - 51 CY/FT
EL 15.00
10'
hI
,
EL 7.00
80'
MHW EL 1.8
MLW EL-2.8
-�
w
0
m
20 20
10 10
m
Z
H
0 W 0
O
a
w
-10 W -10-
20 20
20 20
10 10
Z
0 w o
LL
zz
a
w
-10 W -10-
20 20
BASE BID FIL
@-21 CY/FT
ADD ALT #2 F
LL @ - 51 CY/FT
EL 15.50
10'
i
EL 7.00
81'
1
0'0
MHW EL 1.8
MLW EL-2.
w
z
m
BASE BID FIL
@-23 CY/FT
ADD ALT #2FLL@-53
CW/
EL 15.50
10' S
11
EL 7.00
81'
1
10
MHW EL 1.8
0.6
MLW EL-2.
-
w
0
m
20 20
10 10
m
Z
H
0 W 0
O
a
w
-10 W -10-
20 20
BASE BID FIL
@-15 CY/FT
ADD ALT #2 F
LL @ -44 CW/
EL 15.50
10' '
EL 7.00
63,
MHW EL 1.8
MLW EL-2.
-
w
z
m
20
NOTES:
APPROXIMATE EXISTING
1.
FOR ADDITIONAL INFORMATION SEE
GROUND
BEACH RENOURISHMENT TYPICAL
SECTION ON SHEET C-300.
PROPOSED
10
RENOURISHMENT
2.
EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021 SURVEY
®
LIMITS OF FILL (BASE BID)
BY TI COASTAL AND REPRESENTS
THE APPROXIMATE CONDITIONS AT
0
THE TIME OF THE SURVEY.
LIMITS OF FILL (BID ALT 2)
3.
TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
10' o'
10, 20'
-10
OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
4.
ADD ALTERNATE #2 FILL, NOTED ON
SECTIONS, IS A TOTAL FILL,
100' o'
100' 200
INCLUDING BASE BID FILL.
20
HORIZONTAL SCALE: 1"=100'
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
w
i
G
m
x i
2
U
>
E
g
_
o
�
w$w
°NLL
z'6
LL-6.
z
6
t
c
`o
`o
E
••`SN'CARp���•
P�20�OFESS
ro
3487 :
n nn
SEAL
g
Sheet
Reference No. o
C-312
O
INDEX: 40 OF 45
�l

20 o O
"P
10
E �$
0
10
-20
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
649+00.00 653+00.00 657+00.00 660+00.00
20
D
10
0
zZ
W 0
Z
O
Q
w
w -10
z0
BASE BID FIL
@-13 CYIFT
ADD ALT #2 F
LL @ - 39 CY/FT
EL 15.50
11'
I
i^1 I
I
EL 7.00
85'
10.E
MHW EL 1.8
MLW EL -2.
--------------
0
m
20 20
10 10
0
zZ
0 W 0
Z
O
Q
w
-10 W -10
-20 -20
BASE BID FIL
@-16 CYIFT
ADD ALT #2 F
LL @ - 50 CY/FT
EL 15.50
10'
jl
EL 7.00
85'
10.E
MHW EL 1.8
MLW EL -2.
------------
0
m
20 20
10 10
0
zZ
0 W 0
2
O
Q
w
-10 w -10
-20 -20
BASE BID FIL
@-39 CYIFT
ADD ALT #2 F
LL @ - 59 CY/FT
EL 15.50
10'
65,
i
_
27'
-
EL 7.00
q0`
MHW EL 1.8
MLW EL -2.
"
--------------
z
0
m
20 20
10 10
0
zZ
0 W 0
Z
O
Q
w
-10 w -10
-20 -20
BASE BID FIL
@-62 CYIFT
ADD ALT #2 F
LL @ - 67 CY/FT
EL 15.50
10'
65,-
i
55'
�
EL 7.00
q0�
MHW EL 1.8
MLW EL -2.
-------------
0
m
20
-
D
-
10
Z
W
= N
0
N
O N
ZLLI N
Z r
OLL
� O
U M
0
CC F-
W
Z'
J O
Ln a
(')
Ill
Cl) W
O=
CC to
U z
Y
20
O
°
Z
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 L
4
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) d,
�. 648+00.00 652+00.00 656+00.00 659+00.00 C
20
10
z
w 0
O
w
W -10
20
20
10
w
E Z
W 0
Z
O
Q
W
W -10
20
1 2 3 4 5 6
650+00.00 654+00.00 658+00.00 661+00.00 PKisL'l,
BASE BID FIL
@-13 CYIFT
ADD ALT #2 F
LL @ - 43 CY/FT
EL 15.50
10'
i
EL 7.00
65'
10.E
MHW EL 1.8
MLW EL -2.
"
---------------
W
z
m
20 20
10 10
0
z
o w o
Z
O
Q
W
10 W -10
20 -20
BASE BID FIL
@-18 CYIFT
ADD ALT #2 F
LL @ - 48 CY/FT
EL 15.50
10'
65'
4
EL 7.00
q0�
MHW EL 1.8
MLW EL -2.
w
❑
m
20 20
10 10
z
o w o
Z
O
Q
W
10 W -10
-20 -20
BASE BID FIL
@-47 CYIFT
ADD ALT #2 F
LL @ - 62 CY/FT
EL 15.50
10'
i
65'
35'
EL 7.00
10.E
-
MHW EL 1.8
MLWEL -2.
it
w
❑
m
20 20
10 10
Z
0 W 0
Z
O
Q
W
-10 W -10
-20 -20
BASE BID FIL
@-67 CY/FT
ADD ALT #2 F
LL @ - 70 CYIFT
EL 15.50
10'
65,
59'
EL 7.00
q0`
MHW EL 1.8
MLW EL -2.
W
m
20
10
a
-10
B 20
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 G
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
647+00.00 651+00.00 655+00.00 LEGEND
20
10
0
zZ
w 0
LL
Z
O
A W -10
z0
BASE BID FIL
@-14 CY/FT
ADD ALT #2 F
LL @ - 41 CY/FT
EL 15.50
10'
i
EL 7.00
65'
10.E
MHW EL 1.8
MLW EL -2.
"
w
z
m
BASE BID FIL
@-13 CYIFT
ADD ALT #2 F
LL @ - 37 CY/FT
EL 15.50
10'
a'
EL 7.00
1.
MHW EL 1.8
MLW EL -2.
w
0
m
20 20
10 10
0
z
F
o w 0
O
w
-10 w -10
20 -20
20 20
10 10
0
zZ
o w 0
LL
2
O
-10 W -,0
-20 -20
BASE BID FIL
@-15 CY/FT
ADD ALT #2 F
LL @ - 49 CY/FT
EL 15.50
10'
i
EL 7.00
65'
10.E
MHW EL 1.8
MLW EL -2.9
w
z
m
BASE BID FIL
@-15 CYIFT
ADD ALT #2 F
LL @ - 46 CY/FT
EL 15.50
10'
EL 7.00
65' FAI
10.E
MHW EL 1.8
MLW EL -2.
w
0
m
20 20
10 10
w
zZ
0 W 0
O
w
10 w -10
-20 -20
20 20
10 10
0
Z
o w 0
LL
Z
O
-10 W -,0
-20 -20
BASE BID FIL
@-32 CY/FT
ADD ALT #2 F
LL @ - 55 CY/FT
EL 15.50
10'
65,
i
-
r
EL 7.00
MHW EL 1.8
MLW EL -2.
-
w
z
m
BASE BID FIL
@-25 CYIFT
ADD ALT #2 F
LL @ - 51 CY/FT
EL 15.50
10'
65'
i
14'
1 I
EL 7.00
10.E
MHW EL 1.8
MLW EL -2.
w
0
m
20 20
10 10
0
z
F
o w 0
O
w
10 w -10
-20 -20
BASE BID FIL
@-58 CY/FT
ADD ALT #2 F
LL @ - 66 CYIFT
EL 15.50
10'
65'
i
48'
EL 7.00
10
"
MHW EL 1.8
MLW EL -2.
--------------
z
m
20
NOTES:
-20
APPROXIMATE EXISTING
1.
FOR ADDITIONAL INFORMATION SEE
GROUND
BEACH RENOURISHMENT TYPICAL
SECTION ON SHEET C-300.
PROPOSED
10
RENOURISHMENT
2.
EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021 SURVEY
®
LIMITS OF FILL (BASE BID)
BY TI COASTAL AND REPRESENTS
THE APPROXIMATE CONDITIONS AT
0
THE TIME OF THE SURVEY.
LIMITS OF FILL (BID ALT 2)
3.
TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL
10' o'
10, zo'
-10
OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
4.
ADD ALTERNATE #2 FILL, NOTED ON
SECTIONS, IS A TOTAL FILL,
100' o'
100' 200
INCLUDING BASE BID FILL.
HORIZONTAL SCALE: 1"=100'
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
w
i
G
3
x i
x
U
a
&
-
z
g
�
w 4
LL
DNz'6
LL-6.
z
6
� c
o
o
E
•••SN'CARp���•
P�20�OFESS
ro
3487 :
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SEAL
g
Sheet
Reference No. o
C-313
O
INDEX: 41 OF 45
�l

20
10
W
E Z
W
Iwi 0
Z
W
w -10
20
1 2 3 4 5 6
665+00.00 669+00.00 673+00.00 676+00.00 Pg'isL�,
20 O p
p 2t
10
E �$
0
10
-20
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
664+00.00 668+00.00 672+00.00 675+00.00
20
D
10
W
z
w
LL 0
Z
O
w
w -10
zo
BASE BID FIL
@-70 CY/FT
ADD ALT #2 F
LL @ - 73 CY/FT
EL 15.50
65'
60'
EL 7.00
40
MHW EL 1.8
MLW EL -2.
W
❑
m
BASE BID FIL
@-77 CY/FT
ADD ALT #2FLL@-79
CY/FT
EL 15.50
20" \
65'
I
60'
EL 7.00
40.E
MHW EL 1.8
MLW EL -2.
-
ILL!
0
m
20 20
10 10
Z
H
0 W 0
O
W
-10 w -10
-20 -20
20 20
10 10
H
0 W 0
Z
O
w
-10 w -10
z0 -20
BASE BID FIL
@-62 CY/FT
ADD ALT #2 F
LL @ - 65 CY/FT
EL 15.50
10'
60'
EL 7.00
MHW EL 1.8
MLW EL -2.
-------------
W
m
BASE BID FIL
@-69 CY/FT
ADD ALT #2 F
LL @ - 71 CY/FT
EL 15.50
10'
65,
-
60,
EL 7.00
40.E
MHW EL 1.8
MLW EL -2.
i
z
0
m
20 20
10 10
a
Z
H
0 W 0
O
W
-10 w -10
-20 -20
20 20
10 10
H
0 W 0
Z
O
w
10 w -10
-20 -20
BASE BID FIL
@-46 CY/FT
ADD ALT #2 F
LL @ - 49 CY/FT
EL 15.50
10'
65,
60'
EL 7.00
MHW EL 1.8
MLWEL -2.
-------------
z
❑
m
BASE BID FIL
@-56 CY/FT
/ A
ADD ALT #2FLL@-59
CY/FT
EL15.50
10, 1`1
I
65,
60,
EL 7.00
000
MHW EL 1.8
'
MLW EL -2.
------------
0
m
20 20
0 10
Z
H
0 W 0
O
W
10 w -10
-20 -20
20 20
10 10
Z
H
0 W 0
Z
O
w
-10 w -10
-20 -20
BASE BID FIL
@-39 CY/FT
ADD ALT #2FLL@-41
CY/FT
EL 15.50
51,
47'
I
EL 7.0
MHW EL 1.8
MLW EL -2.
W
❑
m
BASE BID FIL
@-43 CY/FT
I I\
ADD ALT #2FLL@-46
CY/FT
EL
115.50 10' III
P
65,
60'
EL 7.00
2p:1
MHW EL 1.8
MLW EL-2.
I.
z
0
m
20
10
D z
Z
W
= N
0
N
ON
ZLLI N
Z r
0LL
r0
0 a
LU
0
CC F-
W
J CC 0
Ln a
1n H
y W
CC In
U z
Y
20
O
°
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 '0
a
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
r 663+00.00 667+00.00 671+00.00 674+00.00 C
20
10
z
w 0
O
w
w -10
20
BASE BID FIL
@-77 CY/FT
ADD ALT #2FLL@-80
CY/FT
EL 15.50
21'i,-
65,
60'
EL 7.00
MHW EL 1.8
MLW EL-2.
-------------
z
0
m
20 20
10 10
Z
H
0 W 0
O
w
-10 w -10
-20 -20
BASE BID FIL
@-70 CY/FT
ADD ALT #2 F
LL @ - 73 CY/FT
EL 15.50
10'
65'
Ns
60'
EL 7.00
-
M1O
MHW EL 1.8
MLW EL-2.
------------
z
0
m
20 20
10 10
Z
H
0 W 0
O
w
10 w -10
-20 -20
BASE BID FIL
@-57 CY/FT
ADD ALT #2 F
LL @ - 59 CY/FT
EL 15.50
10'
60,
EL 7.00
MHW EL 1.8
MLW EL -2.
--------------
z
0
m
20 20
10 10
w
0
Z
H
0 W 0
O
w
10 w -10
-20 -20
BASE BID FIL
@-45 CY/FT
ADD ALT #2 F
LL @ - 47 CY/FT
EL 15.50
10'
65,
60,
EL 7.00
/77 '
MHW EL 1.8
MLW EL -2.
----------------
z
0
m
20
10
0
10
B -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 LV
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
662+00.00 666+00.00 670+00.00 LEGEND
20
10
W
w
w 0
LL
Z
O
a
w
w -10
A
z0
BASE BID FIL
@- 71 CY/FT
ADD ALT #2FLL@-73
CY/FT
EL 15.50
i
65'
Al
60'
EL 7.00
I
40
, �ellll
7 /7-
MHW EL 1.8
0'. 04
MLW EL -2.
w
0
m
20 20
0 10
m
H
o w o
Z
O
a
w
Ao w Ao
-20 -20
BASE BID FIL
@-75 CY/FT
ADD ALT #2 F
LL @ - 78 CY/FT
EL 15.50 10'
65,
60,
EL 7.00
MHW EL 1.8
MLWEL-2.
-
w
0
m
20 20
10 10
m
H
o w o
Z
O
w
10 w -10
-20 -20
BASE BID FIL
@-58 CY/FT
ADD ALT #2 F
LL @ - 60 CY/FT
EL 15.50
10'
65'
60'
EL 7.00
10
MHW EL 1.8
MLW EL-2.
ILL!
0
m
20
NOTES:
-20
APPROXIMATE EXISTING
1.
FOR ADDITIONAL INFORMATION SEE
GROUND
BEACH RENOURISHMENT TYPICAL
SECTION ON SHEET C-300.
PROPOSED
10
RENOURISHMENT
2.
EXISTING GROUND SHOWN IS
BASED ON DECEMBER 2021 SURVEY
®
LIMITS OF FILL (BASE BID)
BY TI COASTAL AND REPRESENTS
0
THE APPROXIMATE CONDITIONS AT
THE TIME OF THE SURVEY.
LIMITS OF FILL (BID ALT 2)
3.
TRANSITIONS IN DUNE CREST
HEIGHT SHALL BE 0.5 FT VERTICAL 10,
o' 10, 20'
-10
OVER 100 FT HORIZONTAL.
VERTICAL SCALE: 1"=10'
4.
ADD ALTERNATE #2 FILL, NOTED ON
100'
SECTIONS, IS A TOTAL FILL,
o' 100' 200
INCLUDING BASE BID FILL.
HORIZONTAL SCALE: 1"=100'
-500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
B
w
i
G
3
x i
x
U
>
g
�
w$w
°Nz'6
LLQ���
'wU. �z
6
t
w c
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3487 :
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SEAL
g
Sheet
Reference No. o
C-314
O
INDEX: 42 OF 45
1l

LJ=
0M
m
678+00.00
20
FILL @ — 2 CY
FT
EL 7.00 14'
MHW EL 1.8
MLW EL-2.
---------------------
z
0
m
10
0
-10
B -20 -20
-500 400 -300 -200 -100 0 100
DISTANCE (FEET)
677+00.00
20 20
BASE BID FIL
@ —17 CY/FT
ADD ALT #2 F
LL @ —18 CY/FT
13,
12' 38'
EL
r.00
4 1 1—___--
MHW EL 1.8
MLW EL-2.
--------------------
z
0
a0
IE
n
NE
-20 -20
-500 400 -300 -200 -100 0 100
DISTANCE (FEET)
o
z
D �
z
w
= N
N
O N
Z N
Z r
OLL
_� O
U N
LU
CC F-
w
J°
a
N H
N W
O=
CCfn
U z
Y
O
°
it
a
a
0
a
C
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.
LEGEND
APPROXIMATE EXISTING
GROUND
PROPOSED
RENOURISHMENT
®
LIMITS OF FILL (BASE BID)
LIMITS OF FILL (BID ALT 2)
10'
0' 10, 20'
VERTICAL
SCALE: 1"=10'
100,
0' 100, 200'
HORIZONTAL SCALE: 1"=100'
B
�
w
i
G
s
x i
x
U
g
�
w$w
°NLL
z'6
LL-6.
z
6
t
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Sheet
Reference No. o
C-315
O
INDEX: 43 OF 45
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own by:
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MOFFATT B NICHOL
Pblscale: 1:1(DSHEET)
OAK ISLAND RENOURISHMENT
PROJECT 2021/2022
MISCELLANEOUS DETAILS
1012801-0501; Plotted, 2/11/20225,OO PM by MORGAN, NEKOL ; Saved 7/7/2021555 PM by NMORGAN
ISSUED FOR CONSMUCTION

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Reference No.
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C-601
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INDEX: 45 OF 45
1
2
3
4
5
6
WORK POINT
TABLE
POINT #
NORTHING
FASTING
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
60694.15
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
FASTING
ELEVATION
WP100
60505.91
2239851.70
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
N
WP106
60340.93
2238068.77
7.00
�
WP107
60265.04
2237138.03
7.00
¢
WP108
60228.79
2236538.59
7.00
p
WP109
60149.71
2235941.46
7.00
WP110
60093.30
2235541.37
7.00
WP111
60092.41
2235523.84
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60107.43
2235129.26
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60149.27
2234529.96
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60156.58
2234330.18
7.00
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60227.62
2234164.72
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