Appendix A - Permit Drawings

4
I OAK ISLAND RENOURISHMENT PROJECT 2021/2022
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REACH BORROW AREA, BALD HEAD ISLAND
SEE PROJECT MAP ON
SHEET G-004 °
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INDEX OF DRAWINGS
INDEX NO. SHEET NO. I SHEET TITLE
GENERAL
1
G-001
COVER SHEET
2
G-002
DRAWING INDEX AND GENERAL NOTES
3
G-003
ABBREVIATIONS & LEGEND
4
G-004
PROJECT MAP
5
G-005
STAGING AND SURVEY CONTROL
CIVIL
6
C-100
KEY PLAN
7
C-101
SITE PLAN 1 OF 18
8
C-102
SITE PLAN 2 OF 18
9
C-103
SITE PLAN 3 OF 18
10
C-104
SITE PLAN 4 OF 18
11
C-105
SITE PLAN 5 OF 18
12
C-106
SITE PLAN 6 OF 18
13
C-107
SITE PLAN 7 OF 18
14
C-108
SITE PLAN 8 OF 18
15
C-109
SITE PLAN 9 OF 18
16
C-110
SITE PLAN 10 OF 18
17
C-111
SITE PLAN 11 OF 18
18
C-112
SITE PLAN 12 OF 18
19
C-113
SITE PLAN 13 OF 18
20
C-114
SITE PLAN 14 OF 18
21
C-115
SITE PLAN 15 OF 18
22
C-116
SITE PLAN 16 OF 18
23
C-117
SITE PLAN 17 OF 18
24
C-118
SITE PLAN 18 OF 18
25
C-119
JAY BIRD SHOALS BORROW AREA
26
C-120
CENTRAL REACH BORROW AREA
27
C-301
BORROW AREA CROSS SECTIONS
28
C-302
BORROW AREA CROSS SECTIONS
29
C-303
TYPICAL CROSS SECTIONS
GENERAL NOTES:
1. ALL BEACH FILL, DREDGING AND PLANTING 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 G-002 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, NC 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 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/TOPOGRAPHY PRESENTED ON THE BEACH FILL PLANS AND SECTIONS IS BASED
ON A SURVEY COMPLETED IN AUGUST 2020 BY TI COASTAL AND CAN ONLY BE CONSIDERED AS
INDICATING THE CONDITIONS AT THAT TIME.
15. 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
MEAN TIDE LEVEL (MTL) -0.6
2.9'
MEAN LOWER WATER (MLW) -2.9
BID QUANTITIES
1. THE FOLLOWING ESTIMATES OF SAND QUANTITIES REQUIRED FOR THE PROJECT ARE:
BEACH RESTORATION 1,310,100 CY
2. THE FOLLOWING ESTIMATES OF PLANTING QUANTITIES REQUIRED FOR THE PROJECT ARE:
DUNE PLANTING 110,600 SY
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 WITH BUOYS BY THE CONTRACTOR IN THE
PRESENCE OF THE OWNER BEFORE 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.
RFACH FII I
1. 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.
2. AFTER NOTIFICATION BY THE CONTRACTOR OF THEIR INTENT TO COMMENCE DREDGING AND
SAND PLACEMENT, A CURRENT BEACH SURVEY WILL BE PERFORMED BY THE OWNER. 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 FILL DENSITIES PROVIDED WITH THE SECTIONS ON
SHEETS C-303.
3. 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 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 CRESTS IS MINIMIZED.
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.
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INDEX: 2 OF 29

ABBREVIATIONS
CY
CUBIC YARDS
No.
NUMBER
FT
FEET OR FOOT
TYP
TYPICAL
MHW
MEAN HIGH WATER
WP
WORK POINT
MLW
MEAN LOW WATER
fQ
BASELINE
E MTL
MEAN TIDE LEVEL
@
AT
NAD
NORTH AMERICAN DATUM
-
APPROXIMATELY
NAVD
NORTH AMERICAN VERTICAL DATUM
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-##
{Z}
NGS STATION
NAME
HE
0
■
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
6 USER DEFINED
9 3D ISOMETRIC
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
SECONDARY DESIGNATORS
DEMOLITION
D
GENERAL
G
SUBSTRUCTURE
B
FRAMING
F
COMPONENT
C
SITE
S
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
C4 C4
G-101 � G-101
SHEET NUMBER VIEW
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SECTION CALLOUT SECTION CALLOUT
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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 Al/CS-5001) C
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DESIGNATOR
SHEETTYPE
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SEQUENCE
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INDEX: 3 OF 29
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SHEEP
ISLAND
OAK ISLAND
WEST PROJECT LIMITS
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POTENTIAL
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ST. JAMES
LONG BEACH
\ TOTAL FILL LENGTH = 17,500 FT SEE NOTE
`\ TOTAL FILL VOLUME = 1,093,500 CY \
\ WI
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CENTRALREACH
BORROW AREA,
SEE SHEET C-120
AR-430
N: 44676.98 ARTIFICIAL REEF,
E: 2253003.82 SEE NOTE 3
EAST PROJECT LIMITS
TOTAL FILL VOLUME = 216,600 CY
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SEE NOTE 3
ZONE 3
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. POTENTIAL PLACEMENT AREA PREVIOUSLY PERMITTED UNDER CAMA #31-20
TO INCLUDE APPROXIMATE FILL LENGTH OF 4,300 FT AND FILL VOLUME OF
165,000 CY. THE VOLUME ASSOCIATED WITH THIS PLACEMENT AREA IS NOT
INCLUDED IN THE TOTAL PROJECT VOLUME FOR THIS PERMIT MODIFICATION
REQUEST.
3. 2,000 FOOT BUFFER FOR PLACEMENT OF ANY PROJECT EQUIPMENT AROUND
AR-425 AND AR430.
2000' 0' 2000' 4000'
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OAK ISLAND RENOURISHMENT
PROJECT 2021/2022
SITE PLAN 18 OF 18
m
oISSUED
FOR PERMIT
Al

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❑=
0 JB-09A
0 JB-16A
9
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C
MAG ANOMALY
LEGEND
A0 PROPOSED BORROW AREA CONTROL POINT
JB-#0 JAY BIRD SHOALS VIBRACORES
® JAY BIRD SHOALS BORROW AREA
---- MAG ANOMALY (MARINE DEBRIS)
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
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
Q
46860.91
2286599.73
R
46860.91
2286099.73
S
45860.91
2286099.73
T
45860.91
2285099.73
U
47860.91
2285099.73
V
47860.91
2286099.73
JAY BIRD SHOALS
BORROW AREA
ZONE
ACRES
ZONE 1
91.8
ZONE 2
97.5
ZONE 3
114.7
TOTAL
304.0
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
2288600.72
JB-23
48362.99
2289602.58
500' 0. 500, 1000,
ccni r. 1--_lnnro
AM
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A2 0 CR-01 m , $ CR-02 e� CR-03 0 CR-04
C-302 a c:
W X
ZONE 1 EL -38.0
(+2FT OVERDREDGE)
D 0 Y D2 0 CR-05
C-302
NN Z
ZONE 2 EL -39.7
(+2FT OVERDREDGE)
DO a` CR-40 C -09 0 AA J 0 CR-11 0 CR-12
VV
MM ; >:/11313
CC
ZONE 3 EL -37.3
(+2FT OVERDREDGE)
0 CR-15 ie4-14 0 CR-13
LL DD EE
ZONE 4 EL -40.0 iC 3
(+2FT OVERDREDGE) Csoz
° CR-17 KK 1 0 CR-21
0
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LEGEND
Ae PROPOSED BORROW AREA CONTROL POINT
CR-#0 CENTRAL REACH VIBRACORES
® CENTRAL REACH BORROW AREA
CENTRAL REACH
CONTROL POINTS TABLE
POINT
NORTHING
EASTING
AA
49222.42
2252645.68
BB
48721.61
2252654.13
CC
48721.89
2251663.11
DID
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
46723.64
2250711.01
KK
47222.96
2250661.50
LL
47722.69
2250662.04
MM
48722.42
2250664.73
NN
49722.42
2250664.73
W
50722.96
2250665.26
X
50721.05
2252615.40
Y
50221.30
2252565.01
Z
49721.06
2252614.33
CENTRAL REACH
BORROW AREA
ZONE
ACRES
ZONE 1
44.2
ZONE 2
45.3
ZONE 3
22.9
ZONE 4
67.6
TOTAL
180.0
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-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
CR-40
49284.32
2250310.40
CR-101
46218.09
2252165.59
CR-102
46319.29
2253165.62
CR-103
46219.72
2254164.81
500' 0' 500, 1000,
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-26.0
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5:1
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OVERD
REDGE (EL -28.0)
20
25
30
35
-5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00
DISTANCE (FEET)
D2 SECTION
G119 SCALE: AS NOTED
-15
-20
z -25
w
w
w
w
z
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-35
40
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-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-119 SCALE: AS NOTED
EXISTING
_
GROUND
_
f
— — _ —
ZONE 3 TARGET
L -27.0
—
—
— — —
— — —
— — — —
—
(+2 FT OVERDRE
GE)
5:
SLOPE
TRANSITION
BETWEEN
ZONE 2
AND
ZONE 3
5:1
ZONE 2 TARGET
EL -35.0
5:1
OVE
DREDGE (EL -29.0)
(+2 FT OVERDR
DGE)
OVERDREDGE
(EL -37.0)
5' 0' 5' 10'
VERTICAL SCALE: 1 "=5'
150' 0' 150' 300'
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EXISTING
GROUND
5:1
OVERDR
DGE(EL -40.0)
0+00 5+00 10+00 15+00 20+00 25+00
DISTANCE (FEET)
D2 SECTION
C-120 SCALE: AS NOTED
-35
40
-45
-5+00 0+00 5+00 10+00 15+00 20+00
DISTANCE (FEET)
C1 SECTION
C-120 SCALE: AS NOTED
ZONE
(+2 F
3 TARGET EL -37.3
OVERDREDGE)
EXISTING
GROUND
5:1
OVER
REDGE (EL -39.3)
vv
00
0
z -35
w
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w
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5
0
5
z
w
w
z
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-35
-40
-45
-5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00
DISTANCE (FEET)
D4 SECTION
C-120 SCALE: AS NOTED
AM
z
W
N
Cj
in
N N
O
cc
N
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wp
Zo
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Y
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-45
-5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00
DISTANCE (FEET)
C3 SECTION
C-120 SCALE: AS NOTED
-emu
-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-120 SCALE: AS NOTED
ZONE
(+2 FT
4 TARGET EL -40.0
OVERDREDGE)
ZONE
(+2 FT
3 TARGET EL -37.3
OVERDREDGE)
EXISTING
GROUND
ZONE 1 TARGET EL
+
( 2 FT OVERDREDG
38.0
)
5:1
-
ZONE 2 T
1+2 FT O
RGET EL -39.7
ERDREDGE)
5:1
OVERDREDGE
(EL 42.0)
AA
OVERDREDGE
(EL-39.3)
OVERDREDG
(EL -41.7)
5:1
OVERDREDGE
(EL 40.0)
5' 0' 5' 10'
VERTICAL SCALE: 1 "=5'
150' 0' 150' 300'
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A
2
20
0
10
20
0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
STA 620+00 TO STA 647+00 & STA 659+50 TO STA 665+50
STA 235+00 TO STA 275+00
C3 SECTION
C1 SECTION C-303 SCALE: AS NOTED
C-303 SCALE: AS NOTED
PLANTING
OCCURS ON CREST
& BACKSLOPE
OF DUNE
DUNE
TOP EL 14.5 TO 15.0
DUNE
WIDTH 10.0'
BERM SLOPE BREAK
EL 7.0
u�
BERM
SLOPE BREAK EL 7.0
EXISTING
20:1
GROUND
7MHW 1.8'
� MLW -2.9'
1 2
3
2
1
30
20
10
-t 10
0+00 1+00 2+00 3+00 3+49
PLANTING
OCCURS ON CREST
& BACK SLOPE
OF DUNE
DUNE
TOP EL 14.5 TO 15.0
DUNE
h^
WIDTH 10.0'
BERM SLOPE BREAK
EL 7.0
Yi
BERM SLOPE BREAK
EL 7.0
\
EXISTING
20: 1
GROUND
7 MHW 1.8'
W -2.9'
D1 SECTION
C-303 SCALE: AS NOTED
70'-0"
BERM SLOF
E BREAK EL 7.0
EXISTING
GROUND
_
- -
20;1
MHW 1.8'
�--
`
V MLW -2.9'
20 2
10 1
0 0
10 -1
20 2
1 4 1 5
30
20
10
10
0+00 1+00 2+00 3+00 4+00 5+00
LANTING OCCURS ON
CREST
BACK SLOPE OF DUN
DUNE TOP EL 13.0 TC
15.0
DUNE WIDTH 10.0'
si DUNE SLOP
BREAK EL 7.0
\
20..1 EXISTING
MHW 1.8'
\
GROUND
o MLW -2.9'
D3 SECTION
C-303 SCALE: AS NOTED
PLANTING OCCURS ON
CREST
& BACK SLOPE OF DUN
DUNE TOP EL 13.0
TO 15.5
DUNE WIDTH 10.0'
BERM
SLOPE BREAK EL 7.0
h
v�
BER
0 SLOPE BREAK EL 7.0
EXISTING
GRO
ND
MHW 1.8'
\
_
MLW -2.9'
120'-
"
20
10
10
10' 0' 10' 20'
VERTICAL SCALE: 1"=20'
20 50' 0' 50' 100'
0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
STA 275+00 TO STA 295+71 STA 647+00 TO STA 659+50 & STA 665+50 TO STA 676+34 HORIZONTAL SCALE: 1"=100'
20 2
10
10 -1
20 2
PLANTING OCCURS ON
uREST
& BACK SLOPE OF DUN
DUNE TOP EL 13.0
TO 15.5
DUNE WIDTH 10.0'
BERM
SLOPE BREAK EL 7.0
�^
u
BERM
SLOPE BREAK EL 7.0
EXISTING
�
12
GROUND
7 MHW 1.8'
-
20 1
LANDWA
TIE-IN E
RD
7.0 120-
_
17 MLW -2.9'
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C-303 SCALE: AS NOTED
A3 SECTION
C-303 SCALE: AS NOTED