HomeMy WebLinkAbout20180944 Ver 2_Bogue Banks Ph2 Add 1 Half - Signed_20190912o�
LJm
POST -FLORENCE RENOURISHMENT PROJECT
TOWN OF EMERALD ISLE
7500 EMERALD DRIVE
EMERALD ISLE, NC 28594
PHASE 2
CARTERET COUNTY, NORTH CAROLINA
TOWN OF INDIAN BEACH
1400 SALTER PATH ROAD
INDIAN BEACH, NC 28512
V
Al
CAPE 0 10 20
FEAR m
5 15 25
SCALE IN MILES
VICINITY MAP
8 p
F
�-rb
y co
�eh&-tered 3' i
h'°rte Cat°&
TOWN OF PINE KNOLL SHORES
100 MUNICIPAL CIRCLE
PINE KNOLL SHORES, NC 28512
U
CARTERET
CRAVEN
TOWN OF ATLANTIC BEACH
125 WEST FORT MACON ROAD
ATLANTIC BEACH, NC 28512
NC 24 NC 1182
�D /
PITT
HYDE
JHAFTERAS
p^T
/
YINL MOLL ATLANTIC
BEAUFORT
y0
H
BEACH
SHORES
x
U
M
p x U
1 U-
<z
BEAUFORT
O�
o
LL
W
°
LENOIR
)oNC
1
BALD
Eo
9
APE
MOREHEAD 9 y,0
I CITY HARBOR
PROPOSED
BOGUE
INLET RENOURISHMENT
AREAS
1G
I
NAVIGATION
CHANNEL
PROPOSED
z
ODMDSFINEs
DISPOSAL AREA
�
HATTERAS
V
INLET
PAMLICO
mNES
OCRACOKE
INLET
�P
CRAVEN
ONSL O
D
ASO
CARTERET P
4
BEAUFORT
BOGUE INLET CAPE
PONDER
INLET LOOKOUT
NED RIVER
PROJECTAREA
INLET
�P
0
sy°
O
NED
O�
HANOVER
V
Al
CAPE 0 10 20
FEAR m
5 15 25
SCALE IN MILES
VICINITY MAP
8 p
F
�-rb
y co
�eh&-tered 3' i
h'°rte Cat°&
TOWN OF PINE KNOLL SHORES
100 MUNICIPAL CIRCLE
PINE KNOLL SHORES, NC 28512
U
CARTERET
CRAVEN
TOWN OF ATLANTIC BEACH
125 WEST FORT MACON ROAD
ATLANTIC BEACH, NC 28512
NC 24 NC 1182
�D /
BOGUESOi7N
58
�
p^T
/
YINL MOLL ATLANTIC
�N
evco
�LA1
H
BEACH
SHORES
x
U
M
p x U
1 U-
<z
BEAUFORT
S�.�RYA
58. INDIAN BEA
o
LL
W
°
II INLET
)oNC
1
BALD
Eo
MOREHEAD
CITYHARBOR
ODMDS
�I
II
MOREHEAD 9 y,0
I CITY HARBOR
PROPOSED
BOGUE
INLET RENOURISHMENT
AREAS
O ¢
a ¢
I
NAVIGATION
CHANNEL
PROPOSED
z
ODMDSFINEs
DISPOSAL AREA
II
BORROW SITE
V
ATL ANTIC OCEAN
0 2 4
m
1 3 5
SCALE IN MILES
F- z
z J
W p
�
2 ¢
� U
N
W
x
U
M
p x U
1 U-
<z
z
W U
(A
o
LL
W
°
.�o
U
0
o
LLL W
F m
W
W-0
O ¢
a ¢
��o
awz
U
z
EKI
I
�
r �
O
o
=0 U
x
U
M
p x U
1 U-
<z
oN qwz
J
Oz
as
o
LL
z
�¢
z
04L N
0
o
W-0
,A
AS
��o
awz
_ O
z
E
AL ':
A 23487
IN r �••
SEAL • •"Q/Z%f I9
NI
Sheet o
LOCATION MAP Reference No.
G-001
Sheet 1 of 65 8
4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
❑C
B
1
INDEX OF DRAWINGS
SHEET N0.
SHEET TITLE
G-001
COVER SHEET
G-002
INDEX OF DRAWINGS, ABBREVIATIONS, AND GENERAL NOTES
C-100
PROJECT MAP AND KEY PLAN
C-101
PROJECT SURVEY CONTROL PLANS
C-102
PROJECT STAGING AND ACCESS PLANS
C-103
ODMDS BORROW SITE DREDGE PLAN
C-104
ODMDS BORROW SITE DREDGE SECTIONS
C-105
ODMDS BORROW SITE VIBRACORE SUMMARY TABLE
C-110
BEACH RENOURISHMENT PLAN - SHEET 1 OF 20
C-111
BEACH RENOURISHMENT PLAN - SHEET 2 OF 20
C-112
BEACH RENOURISHMENT PLAN - SHEET 3 OF 20
C-113
BEACH RENOURISHMENT PLAN - SHEET 4 OF 20
C-114
BEACH RENOURISHMENT PLAN - SHEET 5 OF 20
C-115
BEACH RENOURISHMENT PLAN - SHEET 6 OF 20
C-116
BEACH RENOURISHMENT PLAN - SHEET 7 OF 20
C-117
BEACH RENOURISHMENT PLAN - SHEET 8 OF 20
C-118
BEACH RENOURISHMENT PLAN - SHEET 9 OF 20
C-119
BEACH RENOURISHMENT PLAN - SHEET 10 OF 20
C-120
BEACH RENOURISHMENT PLAN - SHEET 11 OF 20
C-121
BEACH RENOURISHMENT PLAN - SHEET 12 OF 20
C-122
BEACH RENOURISHMENT PLAN - SHEET 13 OF 20
C-123
BEACH RENOURISHMENT PLAN - SHEET 14 OF 20
C-124
BEACH RENOURISHMENT PLAN - SHEET 15 OF 20
C-125
BEACH RENOURISHMENT PLAN - SHEET 16 OF 20
C-126
BEACH RENOURISHMENT PLAN - SHEET 17 OF 20
C-127
BEACH RENOURISHMENT PLAN - SHEET 18 OF 20
C-128
BEACH RENOURISHMENT PLAN - SHEET 19 OF 20
C-129
BEACH RENOURISHMENT PLAN - SHEET 20 OF 20
C-300
BEACH NOURISHMENT TYPICAL SECTIONS
C-301
RENOURISHMENT SECTIONS SHEET 1 OF 35
C-302
RENOURISHMENT SECTIONS SHEET 2 OF 35
C-303
RENOURISHMENT SECTIONS SHEET 3 OF 35
C-304
RENOURISHMENT SECTIONS SHEET 4 OF 35
C-305
RENOURISHMENT SECTIONS SHEET 5 OF 35
C-306
RENOURISHMENT SECTIONS SHEET 5 OF 35
C-307
RENOURISHMENT SECTIONS SHEET 7 OF 35
C-308
RENOURISHMENT SECTIONS SHEET 8 OF 35
C-309
RENOURISHMENT SECTIONS SHEET 9 OF 35
C-310
RENOURISHMENT SECTIONS SHEET 10 OF 35
C-311
RENOURISHMENT SECTIONS SHEET 11 OF 35
C-312
RENOURISHMENT SECTIONS SHEET 12 OF 35
C-313
RENOURISHMENT SECTIONS SHEET 13 OF 35
C-314
RENOURISHMENT SECTIONS SHEET 14 OF 35
C-315
RENOURISHMENT SECTIONS SHEET 15 OF 35
C-316
RENOURISHMENT SECTIONS SHEET 16 OF 35
C-317
RENOURISHMENT SECTIONS SHEET 17 OF 35
C-318
RENOURISHMENT SECTIONS SHEET 18 OF 35
C-319
RENOURISHMENT SECTIONS SHEET 19 OF 35
C-320
RENOURISHMENT SECTIONS SHEET 20 OF 35
C-321
RENOURISHMENT SECTIONS SHEET 21 OF 35
C-322
RENOURISHMENT SECTIONS SHEET 22 OF 35
C-323
RENOURISHMENT SECTIONS SHEET 23 OF 35
C-324
IRENOURISHMENT SECTIONS SHEET 24 OF 35
C-325
RENOURISHMENT SECTIONS SHEET 25 OF 35
C-326
RENOURISHMENT SECTIONS SHEET 26 OF 35
C-327
RENOURISHMENT SECTIONS SHEET 27 OF 35
C-328
RENOURISHMENT SECTIONS SHEET 28 OF 35
C-329
RENOURISHMENT SECTIONS SHEET 29 OF 35
C-330
RENOURISHMENT SECTIONS SHEET 30 OF 35
C-331
RENOURISHMENT SECTIONS SHEET 31 OF 35
C-332
RENOURISHMENT SECTIONS SHEET 32 OF 35
C-333
RENOURISHMENT SECTIONS SHEET 33 OF 35
C-334
RENOURISHMENT SECTIONS SHEET 34 OF 35
C-335
RENOURISHMENT SECTIONS SHEET 35 OF 35
C-501
MISCELLANEOUS DETAILS
C-601
CONSTRUCTION BASELINE WORK POINT TABLES
2 I 3
GENERAL NOTES:
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
UNSUITABLE 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-102 ARE OWNED BY THE
TOWNS OF EMERALD ISLE, INDIAN BEACH, PINE KNOLL SHORES, AND ATLANTIC
BEACH. COORDINATION WITH THE TOWN MANAGERS SHALL BE REQUIRED BEFORE
USE. FOR THE STAGING AND ACCESS AREAS WITHIN REACHES THE POINTS OF
CONTACT ARE AS FOLLOWS.
REACHES 1-5
REACHES 6-8
REACH 9
REACH 10
MR. MATT ZAPP
MR. TIM WHITE
MR. BRIAN KRAMER
MR. DAVID WALKER
TOWN MANAGER
TOWN MANAGER
TOWN MANAGER
TOWN MANAGER
TOWN OF EMERALD ISLE
TOWN OF INDIAN BEACH
TOWN OF PINE KNOLL SHORES
TOWN OF ATLANTIC BEACH
7500 EMERALD DRIVE
1400 SALTER PATH RD
100 MUNICIPAL CIRCLE
125 WEST FORT MACON RD
EMERALD ISLE, NC 28594
INDIAN BEACH, NC 28512
PINE KNOLL SHORES, NC 28512
ATLANTIC BEACH, NC 28512
(252) 354-3424
(252) 247-3344
(252) 247-4353
(252) 726-212
mzapp@emeroldisle-nc.org
admin@indianbeach.org
manager@townofpks.com
townmonager@atlanticbeach-nc.com
GENERAL NOTES:
1. ALL BEACH FILL, PLANTING 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.
SEE THE TECHNICAL SPECIFICATIONS FOR A DESCRIPTION AND PHOTOS OF
STAGING AND ACCESS AREAS.
8. STAGING AREAS SHALL BE MAINTAINED BY THE CONTRACTOR. STAGING 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 ACCESS AREAS TO THEIR ORIGINAL CONDITION AFTER
WORK IN THE AREA IS COMPLETE. THIS WORK INCLUDES, BUT NOT LIMITED TO,
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 ENGINEER/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.
PERMITS
1. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES
AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS
AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE OWNER. THE APPLICABLE CODES SHALL TAKE PRECEDENCE.
2. IT IS THE INTENT OF THESE PLANS, AND THE RESPONSIBILITY OF THE CONTRACTOR,
TO COMPLY WITH THE ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. THE
PERMITS ARE HEREBY MADE PART OF THE CONTRACT DOCUMENTS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL
PROVISIONS OF THESE PERMITS. SEE THE TECHNICAL SPECIFICATIONS.
BID QUANTITIES
1. THE FOLLOWING ESTIMATE OF SAND QUANTITIES REQUIRED FOR THE PROJECT IS:
TOTAL PROJECT FILL 1,995,000 CY z1
2. THE FOLLOWING ESTIMATE OF PLANTING QUANTITIES REQUIRED FOR THE PROJECT IS:
TOTAL PROJECT PLANTING 230,500 SY
DREDGING
1. NO DREDGING WHATSOEVER SHALL OCCUR BELOW AN ELEVATION OF -52 FT NAVD 88.
2. ALL DREDGING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PERMITTED
DREDGING AREA AS SHOWN IN THE DRAWINGS.
3. PIPELINE CORRIDOR SHALL BE DELINEATED WITH BUOYS BY THE CONTRACTOR IN THE
PRESENCE OF THE ENGINEER/OWNER BEFORE PLACEMENT.
4
DREDGING
4. 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).
5. ALL ELEVATIONS SHOWN ON THE DREDGING DRAWINGS ARE REFERENCED
TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88).
6. THE BATHYMETRY PRESENTED ON THE DREDGING PLANS IS BASED ON A
SURVEY COMPLETED IN MAY 2019 BY GEODYNAMICS AND CAN ONLY BE
CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME.
7. A POST -DREDGE SURVEY OF THE BORROW AREA SHALL BE COMPLETED BY AN
INDEPENDENT REGISTERED/CERTIFIED SURVEYOR 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
DEPOSITED ON, THE BEACH BETWEEN THE LINES, GRADES, AND CROSS-SECTIONS
SHOWN ON THE DRAWINGS OR AS ADJUSTED BY THE ENGINEER.
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-301 THRU C-335.
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 TO THE MEAN TIDE LEVEL (MTL) AS SHOWN ON SHEET C-300.
PAYMENT WILL BE MADE FOR THE CY/FT SHOWN ON THE PLANS WITH A TOLERANCE
OF ±10%. EVERY ATTEMPT WILL BE MADE BY THE CONTRACTOR TO FILL WITHIN THE
PRESCRIBED TEMPLATE. SEE TECHNICAL SPECIFICATIONS. THE BEACH FILL SHALL BE
PLACED BY REACH GENERALLY FROM EAST TO WEST.
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. THE PLANE COORDINATES AND BEARINGS SHOWN FOR THE BEACH FILL SURVEYS ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN
DATUM 83 (NAD 83).
8. ALL ELEVATIONS SHOWN ON THE BEACH FILL DRAWINGS ARE REFERENCED TO THE NORTH
AMERICAN VERTICAL DATUM (NAVD 88).
9. THE BATH YMETRY/TOPOGRAPHY PRESENTED ON THE BEACH FILL PLANS AND SECTIONS IS
BASED ON A SURVEY COMPLETED IN MAY 2019 BY GEODYNAMICS AND CAN ONLY BE
CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME.
10. THE MEAN HIGH WATER ELEVATION AND MEAN LOW WATER ELEVATION SHOWN ON THE
BEACH FILL DRAWINGS AND BELOW WERE PROVIDED BY CARTERET COUNTY AND ARE
BASED ON NOAA TIDAL DATUMS AT THE ATLANTIC BEACH TRIPLE S PIER AND THE DUKE
MARINE LAB.
MEAN HIGH WATER (MHW)
1.5'
NAVD 88
MEAN TIDE LEVEL (MTL)
MEAN LOWER WATER (MLW)
11. HORIZONTAL AND VERTICAL CONTROL FOR THE BEACH FILL SURVEY WAS BASED
ON NUMEROUS RANGE MONUMENTS AS FOUND BY GEODYNAMICS.
12. CONTOURS FOR THE BEACH FILL PLANS ARE SHOWN AT 1 FT INTERVALS.
13. PRE- AND POST -CONSTRUCTION SURVEYS OF THE BEACH AREA SHALL BE COMPLETED
BY AN INDEPENDENT REGISTERED/CERTIFIED SURVEYOR 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.
14. BEACH FILL SLOPES CALLED OUT ON PLANS ARE HORIZONTAL : VERTICAL.
15. SEE TECHNICAL SPECIFICATION FOR ADDITIONAL PLACEMENT REQUIREMENTS.
16. 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.
DRAWING SCALES SHOWN BASED ON
DRAWING
a
F Z
ABBREVIATIONS
W O
J
¢
CY
CUBIC YARDS
No.
NUMBER
FT
FEET OR FOOT
ODMDS
OFFSHORE DREDGE MATERIAL
MHW
MEAN HIGH WATER
2 Lu 2 U O
DISPOSAL SITE
MLW
MEAN LOW WATER
TYP
TYPICAL
MTL
MEAN TIDE LEVEL
WP
WORK POINT
NAD
NORTH AMERICAN DATUM
q
BASELINE
NAVD
NORTH AMERICAN VERTICAL DATUM
@
AT
NGS
NATIONAL GEODETIC SURVEY
APPROXIMATELY
NOAA
NATIONAL OCEANIC AND
NIC
NOT IN CONTRACT
ATMOSPHERIC ADMINISTRATION
GENERAL NOTES:
1. ALL BEACH FILL, PLANTING 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.
SEE THE TECHNICAL SPECIFICATIONS FOR A DESCRIPTION AND PHOTOS OF
STAGING AND ACCESS AREAS.
8. STAGING AREAS SHALL BE MAINTAINED BY THE CONTRACTOR. STAGING 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 ACCESS AREAS TO THEIR ORIGINAL CONDITION AFTER
WORK IN THE AREA IS COMPLETE. THIS WORK INCLUDES, BUT NOT LIMITED TO,
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 ENGINEER/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.
PERMITS
1. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES
AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS
AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE OWNER. THE APPLICABLE CODES SHALL TAKE PRECEDENCE.
2. IT IS THE INTENT OF THESE PLANS, AND THE RESPONSIBILITY OF THE CONTRACTOR,
TO COMPLY WITH THE ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. THE
PERMITS ARE HEREBY MADE PART OF THE CONTRACT DOCUMENTS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL
PROVISIONS OF THESE PERMITS. SEE THE TECHNICAL SPECIFICATIONS.
BID QUANTITIES
1. THE FOLLOWING ESTIMATE OF SAND QUANTITIES REQUIRED FOR THE PROJECT IS:
TOTAL PROJECT FILL 1,995,000 CY z1
2. THE FOLLOWING ESTIMATE OF PLANTING QUANTITIES REQUIRED FOR THE PROJECT IS:
TOTAL PROJECT PLANTING 230,500 SY
DREDGING
1. NO DREDGING WHATSOEVER SHALL OCCUR BELOW AN ELEVATION OF -52 FT NAVD 88.
2. ALL DREDGING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PERMITTED
DREDGING AREA AS SHOWN IN THE DRAWINGS.
3. PIPELINE CORRIDOR SHALL BE DELINEATED WITH BUOYS BY THE CONTRACTOR IN THE
PRESENCE OF THE ENGINEER/OWNER BEFORE PLACEMENT.
4
DREDGING
4. 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).
5. ALL ELEVATIONS SHOWN ON THE DREDGING DRAWINGS ARE REFERENCED
TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88).
6. THE BATHYMETRY PRESENTED ON THE DREDGING PLANS IS BASED ON A
SURVEY COMPLETED IN MAY 2019 BY GEODYNAMICS AND CAN ONLY BE
CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME.
7. A POST -DREDGE SURVEY OF THE BORROW AREA SHALL BE COMPLETED BY AN
INDEPENDENT REGISTERED/CERTIFIED SURVEYOR 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
DEPOSITED ON, THE BEACH BETWEEN THE LINES, GRADES, AND CROSS-SECTIONS
SHOWN ON THE DRAWINGS OR AS ADJUSTED BY THE ENGINEER.
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-301 THRU C-335.
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 TO THE MEAN TIDE LEVEL (MTL) AS SHOWN ON SHEET C-300.
PAYMENT WILL BE MADE FOR THE CY/FT SHOWN ON THE PLANS WITH A TOLERANCE
OF ±10%. EVERY ATTEMPT WILL BE MADE BY THE CONTRACTOR TO FILL WITHIN THE
PRESCRIBED TEMPLATE. SEE TECHNICAL SPECIFICATIONS. THE BEACH FILL SHALL BE
PLACED BY REACH GENERALLY FROM EAST TO WEST.
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. THE PLANE COORDINATES AND BEARINGS SHOWN FOR THE BEACH FILL SURVEYS ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN
DATUM 83 (NAD 83).
8. ALL ELEVATIONS SHOWN ON THE BEACH FILL DRAWINGS ARE REFERENCED TO THE NORTH
AMERICAN VERTICAL DATUM (NAVD 88).
9. THE BATH YMETRY/TOPOGRAPHY PRESENTED ON THE BEACH FILL PLANS AND SECTIONS IS
BASED ON A SURVEY COMPLETED IN MAY 2019 BY GEODYNAMICS AND CAN ONLY BE
CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME.
10. THE MEAN HIGH WATER ELEVATION AND MEAN LOW WATER ELEVATION SHOWN ON THE
BEACH FILL DRAWINGS AND BELOW WERE PROVIDED BY CARTERET COUNTY AND ARE
BASED ON NOAA TIDAL DATUMS AT THE ATLANTIC BEACH TRIPLE S PIER AND THE DUKE
MARINE LAB.
MEAN HIGH WATER (MHW)
1.5'
NAVD 88
MEAN TIDE LEVEL (MTL)
MEAN LOWER WATER (MLW)
11. HORIZONTAL AND VERTICAL CONTROL FOR THE BEACH FILL SURVEY WAS BASED
ON NUMEROUS RANGE MONUMENTS AS FOUND BY GEODYNAMICS.
12. CONTOURS FOR THE BEACH FILL PLANS ARE SHOWN AT 1 FT INTERVALS.
13. PRE- AND POST -CONSTRUCTION SURVEYS OF THE BEACH AREA SHALL BE COMPLETED
BY AN INDEPENDENT REGISTERED/CERTIFIED SURVEYOR 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.
14. BEACH FILL SLOPES CALLED OUT ON PLANS ARE HORIZONTAL : VERTICAL.
15. SEE TECHNICAL SPECIFICATION FOR ADDITIONAL PLACEMENT REQUIREMENTS.
16. 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.
DRAWING SCALES SHOWN BASED ON
DRAWING
a
F Z
s
W O
J
¢
=ccw
N N V
N
W
7 Lu
Z (7
Oat
z
C LU 0.
cc
LU
¢aw
ONO
U w Z
O O Z
2 Lu 2 U O
W a
OaF
zw
LLL llJ
F!. 2
- cc
m
w
O 2
Q
a a
U
E
I
s
�
-
.6 zo
r
a
�
.£
a
� O
U
x
U
m
0.0
1 U-
Q Z
3m�
oz
a¢
tt
l z z
z
��L
�0
L
0 oa
�c
aw
Y
_ o
`o
a
E
v ms's
A
A 23487
., ti
SEAL „ '•,Q/Z%f I9
Ni
Sheet o
Reference No.
Q
G-002
Sheet 2 of 65
1
D
14
C
ROGUE
2-�j INLET
BI START OF PROJECT
ti0
60)
°� AGI
2 3 4 5
NG 24
i s
BOGUE SOUND
S�'m NG 58 OLL
� i yTD� PINE �
\ ATLANTIC
\ BEACH
\
110 \
/
F
NCSPA ii
'f�� REACN 8 REACH 9 (BASE BID) \ SEND OF PROJECT
�f� REACN 6 (NICs PINE KNOLL
SHORES \ z
(BASE
;01113D
A
��EM CEN1R AC
--__.5 MILE S \ S
REAca S E REAS g10i ' S \\
EMSR/CENCRA (gAS PATH vv
EA (NICD SALTER
WD1AN BEACH/ _ _ _
-20.5 MILES
---------------------------------------------------------------------------------
(N\G� PROJECT BORROW ARE/
SEE SHEETS C-103,
C-104, & C-105 FOR
DETAILED INFORMATION
(NIC)
ROGUE INLET OCEAN
REACH 1
±5,545 LF
166,350 CY
±30 CY/FT
(NIC)
INDIAN BEACH/SALTER PATH
REACH 6
±6,025 LF
180,750 CY
±30 CY/FT
BOGUE INLET OCEAN
REACH 2
±9,300 LF
345,000 CY
±40 CY/FT
INDIAN BEACH/SALTER PATH
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 OFFLOADING STATIONS AND PIPELINE IN ACCORDANCE WITH
PERMITS, SEE TECHNICAL SPECIFICATIONS.
2. BASE BID REACHES 2 , 7, AND 9 REQUIRE A 500 FOOT TAPER TO BE PLACED WITHIN
ADJACENT (NOT IN CONTRACT) REACHES.
3. REACHES 2, 7, 9, AND 10 ARE CONSIDERED PART OF THE BASE BID. REACHES 1, 3 THRU
6, AND 8 ARE CURRENTLY NOT IN CONTRACT (NIC) DUE TO DELAYS IN FEMA FUNDING.
REACH 7
M
0 LF0 CY01Y/FT
ATLANTIC OCEAN
(NIC)
EMERALD ISLE WEST
REACH 3
±15,750 LF
708,750 CY
±45 CY/FT
(NIC)
INDIAN BEACH/SALTER PATH
REACH 8
±4,900 LF
147,000 CY
±30 CY/FT
(NIC) (NIC)
EMERALD ISLE CENTRAL EMERALD ISLE EAST/CENTRAL
REACH 4 REACH 5
±11,950 LF
537,750 CY
±45 CY/FT
PINE KNOLL SHORES
REACH 9
W
A
±16,210 LF
486,300 CY
±30 CY/FT
ATLANTIC BEACH WEST
REACH 10
±14,900 LF
520,000 CY Al
135 CY/FT
\ \ \ BEAUFORT
INLET
USCGS 1 \\
FORT
MACON I'
III
MOREHEAD CITY 1
HARBOR
NAVIGATION II
CHANNEL
II
11
II
II
II
II
11
11
II
II
II
II
11
I
I
�I
/1
If I
III
II
II
II
1�II
II
II
/1
II
II
II
MOREHEAD
CITY HARBOR
ODMDS
5000'
0' 5000' 10000'
a
F Z
z 8-
z
W 0
cc
a
N =
J
a
}
y 2
W
Y
0
za0
0
C 2 a IL Z
Ly
Q
LL
z -, 7
oz
a¢
2 2 00
U
0 IL
LuJ
LL
F
a
O 2
0. a
U
��O
°- W z
E
I
z 8-
z
�
��
.£
o
o
4
U
U
W
M
p 2 U
1 U-
3m�Q Z
oN�q
oz
a¢
o
LL
�EZz
�¢
z
���
�0
0 0
N
WFL
U
< <
,AC
AS
��O
°- W z
_ O
a
`o
E
A 23487
D.
SEAL • •"QVnjI9
i
SCALE: 1"=5000' Sheet o
Reference No.
Q
C-100
Sheet 3 of 65 8
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
❑C
B
4"
U Z
� Z
o m,
a w Q m =
O = m Z m W
W U Q Q
a l
OCEAN DR1VE HUBB RD
BEAR;... DOE DRIVE BEACH
ACCESS,
ACCESS ONLY
p<pF EMERALD DR
FRRyRp
!RALD
EMSEAVIEW z
O 2 O
Z �� - •� Q Q D m w
Q Q Z = Y
z z M o a 3
� z
4 Q
o m 3 3 'wf N OCEAN DR
w mw a a < •.o Y �- COQUINA
Z my w w N 5 0 I
mm tI 3 w m -
NGS CONTROL STATION NGS CONTROL STATION NGS CONTROL STATION
STATION NORTHING EASTING ELEVATION STATION NORTHING EASTING ELEVATION STATION NORTHING EASTING ELEVATION
BEAR 331243.42 2572100.58 16.08 HUBBARD 334559.51 2581884.14 14.99 SEAVIEW 338492.52 2589895.22 15.43
M11
1
,A 1
MECHEL SALTER P Q
I'
EMERALD DR l.. Wr
- ATH RD Q
MCNEILL Y
R a s EMERALD DR
w SALTER PATH RD
w SALTER "f
AN DR OCEAN DR HOFFMAN BEACH RD (:
0
z
16TH STREET
_ BEACH ACCESS, _
ACCESS ONLY
NGS CONTROL STATION NGS CONTROL STATION
STATION I NORTHING EASTING ELEVATION STATION NORTHING EASTING ELEVATION
MECHELLE 344990.91 2620512.31 17.51 McNEILL 346476.28 2628573.13 18.47
WEEPING h w
a
SALTER. PATH RD Q
PINEWOOD DR
NGS CONTROL STATION
STATION NORTHINGEASTING ELEVATION
WEEPING 351818.98 2659539.89 18.66
NGS CONTROL STATION
STATION NORTHING EASTING ELEVATION
SALTER 348063.64 2637673.57 25.21
- WFQRr MACON. RD,
• y� o
fif
0
o o
OCEAN RIDGE DR ti - >•r o
NOTES,
1. THE NORTHINGS AND EASTINGS SHOWN ARE BASED ON THE
NORTH CAROLINA STATE PLANE COORDINATE SYSTEM,
NORTH AMERICAN DATUM 1983 (NAD 83) (FEET).
2. THE ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH
AMERICAN VERTICAL DATUM 1988 (NAVD 88) (FEET).
NGS CONTROL STATION
STATION NORTHING EASTING ELEVATION
SHERATON 352583.33 2667932.37 9.81
NGS CONTROL STATION
STATION NORTHING EASTING ELEVATION
RIDGE 352747.25 2673936.72 13.31
NGSCONTROL STATION
STATION NORTHING EASTING ELEVATION
COQUINA 339814.761 2599077.46 1 17.82
EMERALD RM2'4` '
OCEAN DRp
"DOGLEG" 4WD -
BEACH ACCESS_
NGS CONTROL STATION
STATION NORTHING I EASTINGELEVATION -
EMERALD RM2 343122.52 2612927.40 16.79
NGS CONTROL STATION
STATION NORTHING EASTING ELEVATION
GROVE 349629.16 2645424.90 11.53
3�
U
U
POLICE RM5 m
W U
FORT MgCON RD Q
Q
p� m
W J
¢
O
U) U
C4
Z
W 2
U)
m�,z
UZ
C Lu
Lu
NGS CONTROL STATION
Lu
Na
Z �
O
¢ ¢
STATION
NORTHING 1 EASTING
ELEVATION
LL W
Lu
O
O
a
POLICE RM5
1 354033.16 2679512.54
5.26
NGS CONTROL STATION
STATION NORTHING EASTING ELEVATION
VERRANZZAN01 351254.18 2654624.71 10.71
DRAWING SCALES SHOWN BASED ON
DRAWING
Q
F Z
W J
¢
O
U) U
C4
Z
W 2
U)
m�,z
UZ
C Lu
Lu
z
v
w
m
oi�
v -
in
m�
Lu
Na
Z �
O
¢ ¢
zQ
o�vi
U
0
U
LL W
Lu
O
O
a
0.
a
U
E
Q ALE 6 E
23487
MpF .°:
SEAL
m
Q -
Sheet
Reference No.
C-101
Sheet 4 of 66
�i
k
E
z
sn�, i
z
v
w
m
oi�
v -
in
m�
oNr�
oz
LL
z
zQ
o�vi
U
c
��o
awY
'o
a
o
E
Q ALE 6 E
23487
MpF .°:
SEAL
m
Q -
Sheet
Reference No.
C-101
Sheet 4 of 66
�i
J�
D o�
i
e
EMER LD ISLE \� 'gym CD L
PDINI� 4WD RAMP
STAGING & ACCESS
d I II I I 3 it a i
STAGING & ACCESS SITE 1
NOT TO SCALE
B
AF77!j
SALTER PATy RD
Qf
U
J W
m
LIM
INDIAN BEACH 4WD RAMP
- STAGING & ACCESS
STAGING & ACCESS SITE 5
NOT TO SCALE
NOTES:
1. SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. SEE TECHNICAL SPECIFICATIONS FOR DESCRIPTIONS AND PHOTOS
OF STAGING AND ACCESS AREAS.
L
--�a 1� _
_
la 1 l
0
OCEAll ERIVE
1 EMERALD ISLE WEST
�_-- - 4WD RAMP - -
ACCESS ONLY
r �
STAGING & ACCESS SITE 2
NOT TO SCALE
SALTER PATH RD
STAGING & ACCESS SITE 6
NOT TO SCALE
EMERALD DR - - —
OCEAN DR
MIA �'; 9=3 � r
EMERALD ISLE
"DOGLEG"
ACCESS ONLY
�3il11ff�irie� — _e. �: _•y---..�..:J•'iw
STAGING & ACCESS SITE 3
NOT TO SCALE
LL -L -i
i
SALTER p i
PATy
KNOLL WOOD DR
'--KNOLLWOOD DR 4WD RAMP-
- STAGING & ACCESS
STAGING & ACCESS SITE 7
NOT TO SCALE
(A
W
m
W
U
10 N U
------� IRON STEAMER -
-
STAGING & ACCESS
Lu
STAGING & ACCESS SITE 6
NOT TO SCALE
EMERALD DR - - —
OCEAN DR
MIA �'; 9=3 � r
EMERALD ISLE
"DOGLEG"
ACCESS ONLY
�3il11ff�irie� — _e. �: _•y---..�..:J•'iw
STAGING & ACCESS SITE 3
NOT TO SCALE
LL -L -i
i
SALTER p i
PATy
KNOLL WOOD DR
'--KNOLLWOOD DR 4WD RAMP-
- STAGING & ACCESS
STAGING & ACCESS SITE 7
NOT TO SCALE
W TERMINAL gIVD
LID
o/
W A7LANTIC BLVD
W A
RALEIGH AVE I
4WD ACCESS�_/ _ _�
ACCESS ONLY ATLANTIC BEA Ci ""
CIRCLE - STAGING
& LIMITED ACCESS
STAGING & ACCESS SITE 8
NOT TO SCALE
DRAWING SCALES SHOWN BASED ON
DRAWING
Q
~ Z
J
(A
W
m
W
U
10 N U
U
Q
W F
Lu
EMERALD DR
zo
C
U W Z
1
LFT
WOON
CCU
F-
0 F -
w
LL
F LU
0
O ¢
¢
a
x
11, E
OCEAN DR
EMERALD ISLE16th
STREET ACCESS -
ACCESS ONLY
STAGING & ACCESS SITE 4
NOT TO SCALE
W TERMINAL gIVD
LID
o/
W A7LANTIC BLVD
W A
RALEIGH AVE I
4WD ACCESS�_/ _ _�
ACCESS ONLY ATLANTIC BEA Ci ""
CIRCLE - STAGING
& LIMITED ACCESS
STAGING & ACCESS SITE 8
NOT TO SCALE
DRAWING SCALES SHOWN BASED ON
DRAWING
Q
~ Z
J
(A
W
m
W
U
10 N U
U
Q
W F
Lu
zo
C
U W Z
Z ZZ
Q J
WOON
CCU
F-
0 F -
w
LL
F LU
0
O ¢
¢
a
a Q
U
E
QAL
23487
SEAL 7/19
a
0
v
a
Sheet
Reference No.
C-102
Sheet 5 of 66
�i
_
k
E
&
z
"
z
Q
m
azo
oma
�
z
r z
o�vi
O
U
c
��o
awY
'o
a
o
11, E
QAL
23487
SEAL 7/19
a
0
v
a
Sheet
Reference No.
C-102
Sheet 5 of 66
�i
❑C
B
Q2-29
MOREHEAD CITY
HARBOR ODMDS
ODMDS-14
x
A
IC
ODMDS-13
0
ODMDS-20
x
ODMDS-21
ODMDS-23 BORROW AREA
DREDGE DOWN TO -50 FT NAVD 88
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I /
1 I
I I
I I
I I
I 1
/ I
1 I
I I
I I
I I
I 1
/ I
I I
I I
I I
MOREHEAD
CITY HARBOR
NAVIGATION
CHANNEL --\I I
I 1
1
A
I I
I
I /
1 I
I I
I I
I I
I 1
I I
/ I
I I
B I I
I I
I /
1 I
I I
I I
I I
I 1
/ I
I I
I I
I I
I /
I 1
C / I
I I
I I
I I
I /
/ I
I I
I I
I I
I 1
I I
/ I
I I
I I
I I
I /
1 I
I I
I
I I
I 1
/ I
/ I
I
I
PROPOSED BORROW AREA
COORDINATE TABLE
POINT NORTHING EASTING
A
335251.00
2689873.17
B
335246.38
2697361.70
C
331134.26
2697357.83
D
330742.17
2697024.91
E
330752.97
2689859.35
LEGEND
eA PROPOSED BORROW AREA
CONTROL POINT
0 ## 2011 VIBRACORE LOCATION
O (SEE TECHNICAL SPECIFICATIONS
FOR DATA SUMMARY)
ID
0 REMOTE SENSING TARGET
NOTES
1. BATHYMETRY CONTOURS SHOWN IN FEET
REFERENCED TO NAVD 88 ARE BASED ON
MULTIBEAM SURVEYS PERFORMED BY
GEODYNAMICS IN MAY 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, NAD 83 (FEET).
3. THE MEAN HIGH WATER ELEVATION AND MEAN
LOW WATER ELEVATION SHOWN ON THE DREDGE
SECTIONS WERE PROVIDED BY CARTERET
COUNTY AND ARE BASED ON NOAA TIDAL
DATUMS AT THE ATLANTIC BEACH TRIPLE S PIER
AND THE DUKE MARINE LAB.
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.) THAT APPEARS TO BE RELATED TO THE
ODMDS OR ARTIFICIAL REEF SYSTEMS BUILT IN
THE 1970'S. NO CULTURAL RESOURCES OR
HISTORICAL ARTIFACTS WERE FOUND.
6. THE CONTRACTOR SHALL LEAVE UNDISTURBED
FURROWS BETWEEN DREDGING PASSES WITHIN
THE ODMDS BORROW SITE.
F Z
NORTHING
Z J
Lu 0
W
cc
2,696,456
U) U
N
m
W 2
U)
ODMDS-3
330,904
2,694,491
C az
m
U
3ZQ
W
0 a
W
m�
m
C[ U
QLL
-i Lu
m
FL W
ODMDS-13
O ¢
O
D.
U
331,380
7. FOR ODMDS BORROW SITE DREDGE SECTIONS,
SEE SHEET C-104.
8. FOR ODMDS BORROW SITE VIBRACORE SUMMARY E
TABLE, SEE SHEET C-105.
9. THE CONTRACTOR WILL BE LIMITED TO 1,750,000
CUBIC YARDS OF DREDGE MATERIAL REMOVAL,
BY SURVEY, FROM WITHIN THE BOEM LIMITS.
REMOTE SENSING TARGET
COORDINATE TABLE
TARGET ID
NORTHING
EASTING
ODMDS-1
331,126
2,696,456
ODMDS-2
332,875
2,695,144
ODMDS-3
330,904
2,694,491
ODMDS-5
332,650
2,693,107
ODMDS-9
332,672
2,691,951
ODMDS-10
332,058
2,691,471
ODMDS-13
331,823
2,689,458
ODMDS-14
331,380
2,688,258
ODMDS-20
337,662
2,692,898
ODMDS-21
336,350
2,696,327
ODMDS-23
335,635
2,691,900
ODMDS-24
334,618
2,693,811
ODMDS-30
333,515
2,690,490
02-28
332,769
2,696,546
02-29
333,005
2,688,551
02-31
332,856
2,693,045
02-32
332,311
2,695,255
500' 0' 500' 1000'
SCALE: 1"=500' HORIZONTAL
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
I
�
r
a
9
�
.£
a 40
�
U
x
U
m
p 2 U
I U -
Z W
oN�q
ozr
a¢
LL
-Z
�¢
z
���
�0
0 0
L
U
< < N
,AC
�S
�Eo
aW Z
_
o
a
`o
E
,0",, CARO"",
� SAL �����
Q 23487
-INE��f'z,,
SEAL • •"Q/Z%f I9
d
Sheet o
Reference No.
Q
C-103
Sheet 6 of 66 8
DI
U�
10
0
-10
00 -20
z 00
0 > -30
> a
> z
w � -40
w w
w
v -50
-60
-70
10
0
-10
ca -20
z °a
O m
F- > -30
>a
z
w � —40
J W
W W
-50
-60
-70
10
0
-10
COD -20
Z
0 > -30
>Q
Z
w -40
J W
W W
-50
-60
-70
0
IV
0
-10
-20 00
z 00
-30 a o
>
>z
-40
w w
w
-50 v
-60
-70
1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
DISTANCE WEST TO EAST (FEET)
SECTION A -A
IV
0
-10
-20ODz ro
-30 a >
>a
z
-40 Wi F-
J W
W W
-50
-60
-70
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
DISTANCE WEST TO EAST (FEET)
SECTION B -B
DISTANCE WEST TO EAST (FEET)
SECTION C -C
10
0
-10
-2000Z 00
30 O o
>Q
Z
-40 w F-
J W
W W
-50
-60
-70
25' 0' 25' 50'
SCALE: 1"=25' VERTICAL
500' 0' 500' 1000'
SCALE- 1"=500' HORIZONTAL
Z
� Z
Z J
LU O
w
U
2 Q
w
U) U
N
M
W F
0 U)
W
F
Z = O
co
co Z
IM
W
� O
¢U
U
LUIII
m(A
0=O
U
���
0IL
co
LL LU
L
w
< <
O ¢
O
M
U
a
E
I
�
r
s
.£ <
r -n
O
4
U
U
¢
M
p=U
1 U-
3¢ Z
m�
oN q
oz
¢¢
o
LL
z
�¢
z
���
0 0
N
L
U
< <
,AC
�S
M wz
° W z
_ O
a
`o
E
gjQ
0
vl
v
Q
0
0
0
0
Sheet o
Reference No.
Q
C-104
Sheet 7 of 65
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
oM
U-- M
Bogue Banks Sediment Compatibility
Native Sediment Ch araderi sti cs
Reference - (CSE, 2D01- EA for Phases 1 & 2 and CA N% Permit #124-01)
Mean 1.76 phi 0.30 mm
Standard Deviation 0.77 phi 0.59 mm
Borrow Area Se d i m e nt Characted stirs ODMDS
Reference - (Alpine, February 2012)
Mean
1.71
phi
1 0.31
mm
Standard Deviation
1.10
phi
I0.8T
mm
Summafv of ODM DS barrow Area 5e d i m e nt Characteristics
Percent Fines 0.5%
Percent Sand 98.0%
Precent Gravel 1.5%
n -fill P-tnr
MeanSorting
Difference
ftatio
-0..07
1.42
Vibracare
Sample
Number
Depth
(ft)
Bed Elevation Sample Elevation
[ft NA11D) [ft NA11D)
Sample
Depth Ift)
Gravel
Sand
<#200
<#Z30
Carbonate
Mean (mm)
Mean (phi)
010
1
0-5
-38.2
-38.2 -
-43.2
5.0
1.18
98.64
0.18
0.12
11.8
0.27
1.89
010
2
5-10
-38.2
-43.2 -
-48.2
5.0
6.22
99.43
0.35
0.29
12.9
0.28
1.84
010
3
16-15
-38.2
-48.2 -
-53.2
5-0
6.18
99.50
0.32
0.25
10.0
0.26
1.94
011
1
0-2
-37.6
-37.6 -
-39-6
2.0
2.7
966.48
0.82
0.63
155
034
1.56
011
2
2-5
-37.6
-39.6 -
-42.6
3.0
0.43
99.28
0.29
0.27
13.7
0.33
1.60
011
3
5-10
-37.6
-42.6 -
-47.6
5.0
0.07
99.66
0.27
0.26
13.8
0.26
1.94
011
4
10-15
-37.6
-47.6 -
-52.6
5.0
1.93
97.92
0.15
0.12
14.1
0.29
1.79
012
1
D-5
-46.6
-46.6 -1
-51.6 1
5.0
4.59
1 95.09
0.32
1 6.26
23.3
6.45
1.15
012
2
5-9
-46.6
-51-6 -
-55.6
4.0
1.32
98.39
0.29
0.21
14-2
0.32
1.64
013
1
0.6
-47.3
-47.3 -
-53.3
6.0
0.08
99-53
0.39
0.28
11.5
.29
1.74
018
1
0-6
-44.1
-44.1 -
-50.1
6.0
1.22
98.07
0.71
0.53
12.1
0.28
1.84
018
2
6-12
-44.1
-50.1 -
-56.1
6.0
0.21
99.39
0.4
0.29
12.6
R28
1.84
019
1
0-6
-36.1
-36.1 -
-42.1
6.0
0
99.82
0.18
0.08
1016
0.25
2,00
019
2
6-12
-36.1
-42-1 -
-48.1
6.0
1.69
98.27
0.04
0
13.5
0.29
1.79
019
3
12-17
-36.1
-48.1 -
-53.1
5.0
1.63
98.19
0.18
0.12
12.8
0.32
1.64
019
4
17-19.3
-36.1
-53.1 -
-55.4
2.3
0
99.3
0.7
0.49
9.5
R24
2.06
020
1
0-5
-36.4
-36.4 -
-41.4
5.0
2.55
97.31
0.14
0.12
17.8
R35
1.51
020
2
5-10
-36.4
-41.4 -
-46.4
5.0
1.28
97.83
0.89
0.72
21.2
0.31
1.69
020
3
10-13.9
-36.4
-46.4 -
-50.3
3.9
2.31
97.24
0.45
0.39
9.3
0.3
1.74
021
1
0-5
-37
-37.0 -
-42.0
5.0
0.36
99.34
0.3
0.28
16.2
0.3
1.74
021
2
5-10
-37
-42.0 -
-47.0
5.0
1.77
97.72
0.51
0.46
11.7
0.36
1.47
021
3
10-15
-37
-47.0 - 1
-52.0
5.0
1.66
98.11
0.23
0.16
12.3
0.31
1.69
022
022
1
2
D-5
5-10
-32.7
-32.7
-32.7 -
-37.7 -
-37.7
-42.7
5.0
5.0
2.14
2.12
97.72
97.68
0.14
02
0.13
0.14
16.2
12.3
0.34
D.31
1.56
1.69
022
3
10-15
-32.7
-42.7 -
-47.7
5.0
1.58
98.04
0.38
0.37
11.7
D.29
1.79
022
4
15-20
-32.7
-47.7 -
-52.7
5.0
1.06
98.53
D.41
0.4
14.7
D.34
1.56
023
1
D-6
-47-8
-47-8
-53.8
6.0
1.88
97.98
0.14
0.11
13-3
0.36
1,47
024
1
0.4.9
-49.3
-49.3 -
-54.2
4.9
4.78
90.03
5.19
4.81
13
0.24
2.D6
024
2
4.9-6.8
-49.3
-54.2 -
-56.1
1.9
0.32
99.38
0.3
0.2
10.4
0.26
1.94
025
1
0-6
-42
-42.0 -
-48.0
6.0
0.9
98.55
0.45
0.36
13.6
0.33
1.60
025
2
6.12
-42
-48.0 -
-54.0
6.0
2.05
96.99
0-96
0-83
18
0.33
1.60
025
3
12-17.9
-42
-54.0 -
-59.9
5.9
1.79
98.06
0-15
0-12
19.2
0.32
1.64
025
1
&5
-45.7
-45-7 -
-50.7
5.0
5.01
94.52
0-47
0-37
12.7
0.36
1.47
026
2
5-9.3
-45.7
-50.7 -
-55.0
4.3
0.97
98.79
0.24
0.21
11.9
0.3
1.74
027
1
0-4
-43.6
-43.6 -
-47.6
4.0
0.56
99.24
0.2
0.2
16.7
0.4
1.32
027
2
4-8
-43.6
-47.6 -
-51.6
4.0
0.67
98.95
0.38
0.35
12
0.32
1.64
027
3
8-12.9
-43.6
-51.6 -
-56.5
4.9
0.16
99.35
0.49
0.41
11.8
0.29
1.79
028
1
0-6
-42.7
-42.7 -
-48.7
6.0
6.59
99.29
0.12
0.09
12.8
0.28
1.84
028
1 2
6-11.6
-42.7
-48.7 -
-54.3 1
5.6 1
0.41
99.34
0.25
0.16
13.4
0.3
1 1.74
average1.44
median
1.28
98.04
98.19
0.52
0.30
0.04
0.28
13.56
12.80
0.31
0.31
1.71
1.74
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
E
Q
F- Z
W J
2 x J
m
0-i ca) F
:)W F N IM
U)Q
X M 2
LU
V Lu Z m N
X LU
=O DD
0 IL 2 Q
LL w O IM
F W m
O ¢
IL Q
U
I
z
�
r
a
�
it
U
z w
'w z3m<
x
U
m
0.0
1 U-
az
oN�q
oz
a¢
o
LL
z
z¢
z
o�u
0 0
N
.2
U
1
,AC
�I
�Eo
° W z
_ o
a
`o
E
A 23487
�0 ... I NES+, • 2 �..
n�
SEAL • •"Q/Z%f I9
�IQ
,'I
Sheet o
Reference No.
Q
C-105
Sheet 8 of 65 8
o■
L --ll.
IV
i I I I I Et aW� wmom- 6E, _w
- w (i 2' - -
w
w
I I——=�
"I
jI
v
LANDWARD FILL LIMIT
c I
u
�+a
T
2a+00 28+01
21+00 22+00 23+00 24+00 25++ 0 _
1e) DUNE CREST/� DUNE DO 20+00 ��� - 1 -� 5:1 SLOPE
18+00 1 - I '.
15-�0O 16+00 1710 1WP1D02 26+00 28+b0
J 27+00
I \ 1 I+DO I \ WP1000~ oaf- 12 1�+00 , _ 14��� OP -F— 6 DUNE TLE 22+00 23+00 F 00_.4_ i �- WP20041�j
WP2=00�}}�F 3+00 21+00
4+00 WP1C 19+b0 20+00-��iyi�-+� I (2': Q
—�
5+00 I N I C 18+00 (2) ' �_ f[u—MHW
~_ 6+00 17+00 +�1-003--MHW �. HW
7+0o I 8+00 6+00 -ham_ BERM CREST/ -ILLI
—
FL -----
14) _ s+oo ----- ----
1� 10+00 0 -,r-r .._! HW LW —_.—MLW _Z
WP2001 �� _� 00 11+00 1 14+0 - B RM .�MHW� ---
1---1 13+00 +�1-� MHW M J
- MEAN HIGH WATER MHW �MLW1� S
�I 2i A wP2oo2'•�� .1 SL PE — MLw U
�MHW�
MHW�---�MHW� --_ moll �MLIN — — — — — — — � Q
_ - i — —
ML
it _ � MHW ..._MHW--F-=L� I MHW
� MHW---�� ---- MLW_
— — —
M`
i \ ...—MLW ..._MLW—. MLW
MEAN TIDE LINE � �
MLW— i "�
REACH 1 (NIC) a� � Al I I
MEAN LOW WATER i
I� I C-300
4, I I
SEAWARD FILL LIMIT i>
z z
I
ATLANTIC OCEAN
, u
I � I I
i
s1
H
jj w _
hI �:
IjEL
�,E roo LANDS END EF ENEPALo sLE DHNsQN,KAFEN
o,
I j I! Li� J�
I
—.CRIsra
12)
I� �_�_ -� LANDWARD FILL LIMIT — — — — . — — • — — .
-- I — --:,z1 —--'--'-- _ -
- — — — — — — — — — — — 52+00 53+00 54 00 i 55+00 56 0 r
49+00 50+00 51+00 -
_ DUNE CREST/� DUNE 47+D0 48+o0--+- WP1o04� r
• — — — I 44 45+00 46+00-♦--H�}
Q I— — — — 39+00 40+00 41+00 42+00 -44T+00 + 45+00 H�4--+--+-�-- r+- 5:1 SLOPE
�— 37+00 38+00 �Iy,H�-�H- 56+00
I 3) 31+00 32+00 33+00 34+00 1 35+00 } 36+00 F_ __�,_ +--+--
H� _�.--� 54-005+00 �+-'F
_ +�- WP1DD3 50+00 51+00 52+00 53+00-'r•\k-4 WP2007 I W
escoap29�e�cr, 30+00 H�H�1--+__+ 5:1 SLOPE - �`C W
__ ( N I \ 45+00 46+00 47+00 48+00 1,149+0 _�—_I�+�I-_F iP2008 =
LLJL JV 1 43+00 44+00 I_+ F_--F'_—+--t �2�_
+_I-_�- +-+--�--
- 37+00 38'+00 39+00 40+00 —F- � [.i)
J 34+00 35+00 36+00 - I_ +—I- _ BERM CREST 500' TAPER �M�+JN I I
= 31+00 33+00 WP2005 / _
29+00 30+00 I - „ F---F--�— i q BERM MHW ...—MHW —MHW MH \ W
--4 - -+- 32+00 I MEAN HIGH WATER MH -----MHW—
W -
----LJ MHW— MH ----MH MHW 20:1 SLOPE ----- --- -------- - ---� ..
2
—M W---- AML
MHW----M W ------- MLW M MLW M _ —
M W ----- ' ------- - - - ( a1 —MLW
_ MHW-----M 1 -------------
HW =MHW — HW -- 20:1 SLOPE — —-------------- I— — LW— — — — — — — — — — —
MLW LW MLW
LW—...—M W M IQ
L — LW—...— I MEAN TIDE LINE MEAN LOW WATER — — — — —
I r
MLW ----- �
MLW ----MLW ---- _
—
I — — — — — — —I SEAWARD FILL LIMIT I
ATLANTIC OCEAN g, ATLALn
NTIC m I
Q
F Z
W 0
O
z
fn N V
a
W ~W
Z
N
z 2 0
= LL
C Lu maZ
Ly
N�
m F
oSSE
O w
WOO
mp�UW
zx
co
0aF
m
LLLu
F
x
� F
am
W
m
Q
U
E
23487
•••`•:tic � r�E``e:.�=
SEAL 7/,9
Sheet n n
Sheet
Reference No.
NOTES: 00' D' 100' 200'
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES. C-11 O
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS. SCALE: 1`100' sheet 9 of 66
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
ITE
a�
�Ea
o
o
`
z
i ,"
7
w
m
oi�
� -
< z
3m`;
oSSE
�z
�
LL
r z
za
O
- L
c
Ies
awy
jA
E
23487
•••`•:tic � r�E``e:.�=
SEAL 7/,9
Sheet n n
Sheet
Reference No.
NOTES: 00' D' 100' 200'
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES. C-11 O
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS. SCALE: 1`100' sheet 9 of 66
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
ITE
LANDWARD FILL LIMIT •P A,-
(,2)
p (,2)
I i — — — — — — 5:1 SLOPE --
LOPE — I
02) (,2) — — — •
5:1 SLOPE — — — —
L]■
I.—�).--.—
W 0
O
— . — — . — .--.--
U)N U
a
— -- —
Z
N
Z 2 0
T --.--
C Lu m
U, IC-)
NC,
imF
108+00 109+001 110+00
w
O w
62+00 63+00 64+00
65+00 66+00 67+00
68+00
69400
70+00 71+00 72+00
73+00 74+00 75+00
76+00 77+00 78+00 79+00 80+00
81+00 82+00
83+00
84+0Q
Q
57+00 58+00 59+00 60+00 61+00
�i—rte-�-
t--r—i—r�
_+_ _ _�i—r
�
--1_14Tr+$I-1-1�+ �--F- -t-+�
1-t
�
0 101+00 102+00
-�-+-t-
103+00
--+—I_�_
104+00 105+00
106+00
5:1 SLOPE WP1007 WP1008
WP1009
111+00 112+Lli
00 I W
O WP1005
WP10065�1 SLOPE
__+_�1
�l
(a)
a)
WP2014
I
-2,
DUNE CREST/k DUNE
HW...MHW...
MLLJ
MHW...MHW...
MHW...MHW...
U
57+00 58+00 59+00 60+00 61+00
62+00
63+00 64+00 65+00
66+00 67+00
�)
68+00
69+00
70+00 71+00 72+00
73+00 74+00 75+00
s)
76+00 77+00 78+00 79+00 80}00
81+00 2+00
8
83+00
84+00 I Q
+-1-�-�-r—i—rte-
LJI WP2008
-�-+-�-i—
i—r�-�-�H
—__—___ _—__—____
1
--�-r—i
f-+-
-r—i—rte- +
$WP 01 011+-1
WP201
w
(z)
WP2009
a)
IQ
BERM CRESTS
o)
I I
Lo
(a)
�
k BERM
2!
W
I Z
MHW----MHW
----MHW MHW --MHW----MHWMHW--MHW
----MHW----MHWMHW—MHW
MEAN HIGH WATER
---MHW---MHWMHW—MHW=
!-4!
—MHW--�—MHW—MHW--MH
W—
—MH
500' TAPER
l-21
20_1 SLOPE
201 SLOPE
--------
----------------
—
-� — —
----------------
..�MIIW...ML
I
—...MLW...--_M
MLW MLW
a�
MLW ... MLW
T MLW MLW — MLW ...— MLW
— MLW
IQ
J
i �
Wim...—
MLW ... MLW
MLW MLW
MLW
...� MLW
MLW
— ML4�:2
— — — — —
MEAN TIDE LINE
MEAN LOW WATER
------
---
SEAWARD FILL LIMIT
Q
C-300
REACH 1 (NIC)
I
500' TAPER
REACH 2
BASE BID
a
-s)
of
ATLANTIC D
wi
U1
w
N
Z-
F-1
.. ...
F-1
I
QI
85+00 86+00 87+06) 88+00 89+0
Ir
- +-�-
O
LJ I o!
Z
I-----MHW = —MHW MHW—...
U
Q V...—MLW -..MLW...—
MLW
I
— — — — — — — — — —
I
(-2)
—MHW...—MHW--
20:1 SLOPE
MLW ... MLW —
(-12)
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
f4
LA WARD FILL LIMIT
5:1 SLOPE
(, 2)
a,.
92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 lOOEO
WP2013
(0) BERM CREST/
MEAN HIGH WATER � BERM
MHW—..-MHW-Y- MHW...MHW—... MHW...MHW...
— — —
-4)
—MLw --- MLw�- MLW MLw ... M -W LOW WATER
MEAN TIDE LINE
SEAWARD FILL LIMIT
C3
I C-300
_e) 01 ATLANTIC OCEAN
F-
C) U
01
ZIa
F-
Q
F- Z
W 0
O
ZQ
J
U)N U
a
W ~W
Z
N
Z 2 0
= LL
C Lu m
U, IC-)
NC,
imF
108+00 109+001 110+00
w
O w
LU 00 0
CCmU
Z 2
W (A
0
m
LLLU
F Lu
awy
0 m W
m
IL ¢
U
5:1 5LOPE
E
m
n
0
— — — — — — — — — — — — — — — — — — — — — — i — — — — — — m
1 I
-) F-
0
v
�I
F- Sheet
Reference No.
100' 0' 100' 200' R
C-111
SCALE: 1`100' sheet 10 of 66
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
a�
0+00 101+00 102+00
103+00
104+00 105+00
106+00
107+00
108+00 109+001 110+00
—
111+00
-��-1—+-1-�-�7
zQ
- L
-x-1—+—I
c
Ies
awy
112+0
5:1 5LOPE
E
Tc"TiP1011
1-t
0 101+00 102+00
-�-+-t-
103+00
--+—I_�_
104+00 105+00
106+00
107tpO
108+00 109+00 110+00
111+00 112+Lli
00 I W
_t_�_�_I-�••�-I—+—
__+_�1
�l
(a)
a)
WP2014
-2,
HW...MHW...
MLLJ
MHW...MHW...
MHW...MHW...
-2)
MHW...—MHW—..-
MHW—...—
20:1
SLOPE
Z_
—------------
—
------- —
-------
--
—__—___ _—__—____
—__—_ J
MLW—...MLW —...
MLW...MLW...
4
MLW...MLW...
MLW...I-MLW —...
MLW—'-- I�
IQ
m
n
0
— — — — — — — — — — — — — — — — — — — — — — i — — — — — — m
1 I
-) F-
0
v
�I
F- Sheet
Reference No.
100' 0' 100' 200' R
C-111
SCALE: 1`100' sheet 10 of 66
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
a�
o
l;
ol
z
z
Q
m
oi�
J
¢ Q
LL
zQ
- L
��tll
c
Ies
awy
E
m
n
0
— — — — — — — — — — — — — — — — — — — — — — i — — — — — — m
1 I
-) F-
0
v
�I
F- Sheet
Reference No.
100' 0' 100' 200' R
C-111
SCALE: 1`100' sheet 10 of 66
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
❑C
B
I_ I
— ,,,arsNSINC
'I
I 1
'
woo
- THE CASH COVJ LLC
I o
1 •
I
I I 22 I
PErereEE reE��HEMERALDl I ,� �s E,
1 I LA DWARD FILL LIMIT I I CAPE EMERNEo PR SEs LLO
5:1 S OPE I TEM IF EMERALD SEE ��LE EEC oPERx RRoxHEa & ISTERS LLC
w reallor' , E �N� �x E, oSN
I be�reEE reEao PEBBLE iNo I wATIANI iN aair ENrErePEl— INo OEre vENr
EECQRis INC6) RESORB ANN —
1(14)
�MiDoreEo DaNNiE 128+00 129+00 X5130+00 R— 131+001 132+00 —133+00— 134+100 135+00 136+00 137+0�— 13800 re'sre E +OO�NNE 140+1
_ "1
Dreew, �ess�eac— —
�DSEPH, -1.
ISE AIN c�reisxoPHere _
xreu�,r�`� nx exAx _ _ — - -
I— • ) — —173+ — — — — — — — — _ _ - -
r — • — • — _
— — ' — ' — � 00 124+00 _ 1 ��+00 126+00 F � + �'
• 1 7+00
113 ,0 1114+00 5+00 116+00 117+00 118+00 119+00 12�+00 121+00 122+00 }���+ +—I-�- + �WP1015 5:1 SLOPE
WP1013 WP1014
+- --tr-=ham---+- -- 128+((0 129+0
-- i WP1012--- -- -----
i�L -- - 5:1 SLOPE -- -
HI -- DUNE CREST/k DUNE -+_
(�J ) 0 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137x4;00 138+00 139+00 140+00 Q
W I 125-00. 126+00 127+00
W _+_�� -�-+Sal-h-1—
L 113+00 114+00 115+OQ4) 116+00 117+00 118+00 119+00 120+00 121+00 122+0 123+00 124+00 (L)
h�-�-�- FBF•-��-$- + _ WP2017 WP2C18
-t--I—+—h—�-TH.-
iWP2015 (o) BERM CREST/ (0) (U) W
WP2016 I Z_
°) MEAN HIGH WATER BERM
I W MH —...—MHW...—MH ...—MHW._—MH .""�`-MHW...QMH ...MHW...—MHW ...—MHW w—...—MHw— 20:1 SLOPE J 0ZLHW MHW"""MHW-"----MHW.--- HW----MHW---MW--"h1H441V .--�M __—__—__—__—__ __—__—__—__—__—_—__—__—__—__—_ — _—__—__—__—__—__— _—__—__-
20:1 SLOPE -------- __ __—__— ML _ ...MLW—... —...MLW...— L------------ ---- ____— �M W M W M W1�Lw "..—MLW—.."—LW—...—MLW ...— Lw_ W ... LW MLW ... MLW...—MLW— ..MLW... MLW— ..MLW —... �ML
W ...MLW—...— — — — — — — — —
�I — MEAN TIDE LINE MEAN=OW=ATER� — — — — — — — — — — 1 _
r ——
——————------- -- —
SEAWARD FILL LIMIT
C3 Cl 6;
-6)
C-300 _
ATLANTIC OCEAN
I eC) I
m`O I
,o) z ( z i
I
WNDO z A55D I I I p
OMON - A J IDE HxDxD I nDR I I I R ' LANDWAR FILL LIMIIi I I 1
SET, -
SOUND DE THE 5 j, M,sxEre rerExAx CRYSTAL D I �oRN . 1 5 n �o,,, I I p
o ND OF THE ERRrSo rer oxDMDN 5
DR �'
ODER
o TIF IooN wxxAM R RE , DADA sxoRS D�D
ExU.x ExAx
Ire RD P ,E=xDreS ,'x PAULA
s E,EN E
R Ex DV,N
nx ExHUNI R SOUND DE THE SEA INCNE
reg
�Ir
D I"° I N
�P5+ � I ` I � �NDANNERS ,�x ARD HSRNDDN � I R x �I
A� jreoPER 1 �N _
14 +0
X00
BAR
— ' —I. L `As— A�-4 E_— sro suD� :�--
R� — P I�rore�A��-- �v Hola�' IL � `�\sos R �srni �
144+00 145+00 146+00 147 0 148 00 1149+00 150+001 151+ 15200 115' i(-154+00 155 00 1p61+00 1157+00 158+�0 159 00 160+00 1610 00 163+d0 164+OO, 165+00 166+Ob 167+00 168+
5:1 SLOPE �WP1016-1—+_I- t� - -���I—+ - - -ice+—I-I-� '�__ _�_ - i Fes'-�- I-�-�-�i—F�i
WP1017 C6)-WP1018 < 5:1 SLOpE (6) 1 1019 -_J (5) 5:1 SLOPE
DUNE CREST/� DUNE L --
Q I 141+00 142+00`---) 143+00 144+00 145+00 146+00 147+00
148+00 149+00 150+00 151+00 15 +00 153+00 154+00 155+00 1 00 157+00 158+00 159+00 +00 161+00 162+00 163+00 164+00 165+00 166+000) 167+00 168+001 U
WP2019 (�) WP2020 WP2021 ri +7—�
" BERM WP2022LLI
(0) 500' TAPER � (z) (o� I
W
Z � MEAN HIGH WATER BERM
OO
I v � [n
J r_.—MHW ._MHW— ._—MHW � —MHW ...TMHW._—MHW MHW...—MHW ...MHW...—MHW MHW-... IW— MHW MHW...—MHW— ..MHW—._—MHW T�._MHW
20:1 SLOPE ...MFI
=
�__—__—__—________—__ _____—_____—__ 20:1 —__—__—__Lej
Q Z
�..;—ML ...MLW...ML = / MLW...—ML ...MLW ...MLW ..MLW ...—MLW MLW...—MLW ..MLW...—MLW MLW—... W MLW...—MLW ...MLW...—MLW ...MLW...I J
... ... __
— — — — — — — — — MEAN TIDE LINE MEAN LOW WATER U
----�<
tea)
REACH 3 (NIC) SEAWARD FILL LIMIT— -- --- ------ ------
_
REACH 2 500' TAPER e)
BASE BID I C�
C-300 Un
ATLANTIC OCEAN
C)
i w
Z
a
NOTES: 00 o' 100' 200'
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS. SCALE: 1`100'
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
Q
F Z
W 0
O
zQ
J
Ln N U
a
W
Z
W N
0 m
z 2
= LL
C Lu maz
Ly
N�
m F
oN��
O w
WOO
CCmU
z
W (A
0
m
LL m
F
U
0 m
W
m
a Q
U
E
23487 =
•,o ,t,y
`SEAL
�I
m
u
m
Sheet
Reference No.
C-112
Sheet 11 of 66
�i
a �
o
E
EDz
`
in U,wz
a
m
mmr
m�
oN��
oz
LL
r z
�a
�Lw
0
- L
ooa
c
Ies
awl
_ O
a
E
23487 =
•,o ,t,y
`SEAL
�I
m
u
m
Sheet
Reference No.
C-112
Sheet 11 of 66
�i
❑C
B
I I I
II
II I I
MO M' IPPGPERiIES I
-E
R I M B IMONr^'Op EPY,I II. RBEPT 11
xarREEEN RI
EE,. s TRIITE BEBwcE II Prelsalun oon',�Eo R I Mecre
aE";aEsn,°roRl, ETU reBEo'r��eE�OD MEI ja 71-RR5-
00 169+00 170+00 171+00 172+00
N 5:1 SLOPE WP1020 WP1021
U 169+00 170+00 171+00 172+00 173+00 174+00 175+00
W i _I WP2023
C
W-- -MHW...—MHW..MHW----MHW...MHW-
- -------------
20:1 SLOPE
LLIZ
J MLW ... LW —...—MLW ...—T-41y1LW—...MLW MLW
S - MEAN TIDE LINE
0
II I Tre AI i E v°/ ;AF
Bim' -� — I I
U
J I LANDWARD FILL LIMIT I I R�H.)I jP/EPTEsEEaBEPAN — - BE c PANYBiB,A e)
oR. PA'�Ere
�i'MAckEY, I EAZN-1J. I B EBre l E E o/BiA Ea X ET e tP 1 - Ps ETAS
ux EEOI ETnlx ETAB / PlcnareB"'Y
'�I'IE'TIANL 11 ETI ETAwE B xAi TEP ET x B I aFPE a sE I E — _ — a HETIINE;NNE II Tux ETA
6+D�°��E�oaRo.a��-� ,,,���IAM I _ I�_- ireBB � __ — — — — —
178+00 179+00 1�80L+00 181+00 182+00 1 183+00 184+00 185+00 186+00 +00 193+00 194+00�. 195
_ 187+00 +0�; 189 1�+00 191+00 192+00 ) II00 196
-�- -fit--f-+-�--�H—F�-�-f- V�
(,) 5:1 SLOPE! WP1022 WP1023 WP1024 WP1025
UNE CREST/k DUNE �WP1026
176+� 177+00 178+00 179+00 0+00 181+00 182+00 183+00 184+00 (6) 1 0 186+00 187+00 (,988460 189+00 190+0 191+00 192+00 193+00 194+00 195+00 (e) 196+00
WP2026 774— WP2027 WP2D28
WP2025
^� " W 202 ILLI
IZ
MEAN HIGH WATER :E,
(NIC
�at�-MHW---- MHW...—MHW MHW JJ- MHW—... MHW...MHW--- MHW—...MHWi--- MHW—...— I S
MHW ... MHW—...�MHW�...— 0
------------------------- -- 20:1 SLOPE
--------------- --- -------------
— — Q
)... ML.— —M W ... --MLW
—
_MLW_
...—MLW...MLW W_____ MLW— MLW ...MLW li----MLW—... MLW...MLW—..I
— MEAN LOW WATER
SEAWARD FILL LIMIT
ci
C-300 -
i
�i ATLANTIC OCEAN
F- F-
C) -to) C) I. -. _
U
z. z
"` 7 i I iI I i i i jifig JIM j ji
jj
I I I— z
'
I I l 1 I
I
' -Y = oRAT M Tref BusE. I= I I I I W - a
— = 1 I I —
° - AM re _ I LANDWARD FILL LIMIT MI ��ER.uI�„A I _ I
�P
_ _ _ _ 2v+oo 21s+
0 197+00 198+00 19 +00 20Qas 00 201+00 202+00 203+ 0 204+0 205+00 206+60 207+00 208+00 2093#00 210+00 211+00 212+00 213+00 214+OOJ 215+0 220+00 221+00 +
IN 76D3 LP
-I—+—I-�- - -t-�-�-�— -�- -�- -- -- -1-IT+ f—I-�rF—H--�--�-�-�f ��+--�—'s'- - ----- --♦-1—+�-
WP1027, :1 SLOPE \ wP1rnR WP1029 T WP10ll 51 SLOPE
Q I ' DUNE CREST/q DUNE
197+00 198+00 199+00 (0200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 0 209+00 210+00 211+00 212+00
-�--+—I-� ,-t-�-� +TI---ADT--7�-�H—fes- +--�T--�-I—*—I- -�
WP2030 1 WP2031
z I BERM REST/
q BERMI
— I I V I C H WATER—
= MHW ... MHW ---MHW—' MHW —IAHW ... MHW ...T —MH` W --- A'
F- I — 20:1 SLOPE \\`
—__—_
MLW ...MLW ... MLW —...MLW ... MLW ...—MLW "I' MLW —...—MLW---MLW-,;,-----MLW MLW ...MLW...-
- MEAN LOW WATER MEAN TIDE LINE
SEAWARD FILL LIMIT
Cl
C-300
I _ �
I 00
ATLANTIC OCEAN
I Ln
w
z
ZI
a
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
214+00 215+00
MHW
--------------
MLW
WP1030
_
WP1032
i
ZQ
J
Ln N U
IU
216+OQ 217+00 218+00
219+00 220+00 221+00
222+00 223+00 224+00I F-
- 0 -
°��--1-- I -
—f—t--�_ W
WP2033 WP2034
O w
WOO
—� W
z,
0aF
m
tL ¢
F
)
1 ---MHW----MH
20:1 SLOPE
---TMHMHW—...MH
-----------------
U
..._MHW-----MHW
II
LLI
--------------
_
I J
- LW—...—MLW ...
LW.-MLW —...
LW—
...—MLW ...M
Wl=
IQ
I
—I — —^y) -------------- 1
I
rn I
�I
z
F Z
W 0
O
ZQ
J
Ln N U
a
W ~
Z
W N
Z = 0
= 0
C Lu maZ
LuI
N�
mF
O w
WOO
LU
mmUW
Z=
co
0aF
m
tL ¢
F
U
0 F
0a m
W
m
U
V AL �' 3
23487 =
P
., NM o ' M
SEAL 7/A
Sheet
Reference No.
100' D' 100' 200'
C-113
SCALE: 1`100' sheet 12 & 66
c
DRAWING SCALES SHOWN BASED ON 22"x34” DRAWING
a
Lr)
om
�
z
_
z
w
oi.
oma
LL
12
za
0
- L.91
1
'E tll
c
Ies
o
awl
_ O
a
E
V AL �' 3
23487 =
P
., NM o ' M
SEAL 7/A
Sheet
Reference No.
100' D' 100' 200'
C-113
SCALE: 1`100' sheet 12 & 66
c
DRAWING SCALES SHOWN BASED ON 22"x34” DRAWING
a
Lr)
o■
Ll■
-_-TTI � T- - -- -
--
T
_ -
I
I I I Ips; I I I I I I L NgWAfD FI�L LMIT
r 6 T 1 2
_�.� �77— - - — - — _ =.1 _ - I. �L L I
—I —� I �1.� —� t— I— T—.LI_.� t--I--l._ I _1�1. L _I N _.�_. —�— —T
226'FE) 2.7+00 228+00' 229+00 230+00 231+00 232+00 +00 2�4+00 235+001 236+,b0 237+p0 238+00 239+001 240+00 2 +00 2A2+00 1243+ 244+00 245+00 1246+00 247+�j0 248+00 2419+00 250+00 2510 2
-t-� �� r�� -�+- xs� -�+�r� _-�-r-�+ � - 1 j -�'--+� .-�- + -� �►—'� -�rt-
(a`--WP1034 WP1035 _� WP1036 (e) 5:1WP1037E
5:1 SLOPE WP1033
1 -- - -
U - - -- - - -- - EST UN - -- j<
F- 225+00 22§+,00 227+00 228+00 229+00 230+00 2311+00 232+00 233+00 234+00 235+00 236+ 237+00' 238+00 239+00- 240+ 241+00 24200 243+00 244+00 245+00 246+00 247+00 248+064) 249+00 2�E+00 251+00 252+2q 1
W -�-+-+-�--��$+—I- --t-t-�- +—I- - -I— I--�(��—F-�-+-+--r-1—F+-�- -+, - - r
LL]
WP2035 (o) WP2036 I ILLI
Z
� � f z; BERM CREST? "
f �; BERM (NIC 1 WATER 2� I S
W _...MHW...—MHW ...MHW...—MHW ...—MHW �...—MHW ...MHW...—MHW ...MHW... M _... MHW ...—MHW '...—MHW ...MHW...—MHW ...MHW...—MHW— ..—MHW 4; ..MHW...A,{I
20:1 SLOPE °1 T 20:1 SLOPE — Q
MLW --- M W --- MLW ML — MLW --- ML --- MLW - MLW - MLW ---- MLW --- MLW -�— MLW -� ML --- MLW --- MLW — MLW --MLW ----- MLW --- MLW — — MLW
MEAN TIDE LINE MEAN LOW WATER
— — ---- �s�—-- —----------_— 1
i
p--- — — — — — — — 1 — _-- SEAWARD FILL LIMIT 1
Cl a1 1
C-300
ATLANTIC OCEAN 1
L
UI UI
w co
w I
zl z,
of I
T-�--�--------J - -- I --�-- -�L
T -_ - �__ ---- T---- T-= T T _ -- -- -
-� -- -- - T--�--� T=
1 11 1=j T�--T -I I II 1=1=1 II IW:j �i
I I
91 jIyI �'�� �W�J
o
w m
w
r
_ _
SAN AR FI .L LIQ IT
W r -
I �
mw - - I I {UE -
y - z I I I I I I-
_ j _ _
259+�' 0 , 161+00 _ o 1
. — . a _ - 1 i _ _ w _ 62+Oq—� 263 00 6, +00 65+00� 266+0� 26 +00 68+00 269+00 270+0 27100 J •�— — . — — — — p
00 2 +00 254+00 55+00 25 +00 1257+00 ;258+00 i — T I I — — — — � T — —272,Dp -r '
- +ter„ +—r +l +-� r _
e
Z+r +rl—+� �r +- 273
i-�>I•-I I�+ +-i owl +q0 27�+00� 75 0 �78+00� 277+0� 27� 09 ,— 79+00� 280
(s) 5:1 L PE iii WP1038 WP1039r—d-+-i-+i- -��H—'rte- r-
_ WP704o 5:1 ELM
Q I DUNE CREST/q DUNE �269+00
-- - -- -;4) L I253+ 0 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 264+ 2fi5+00 2fi6+00 2fi7+00 20+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+OI W
H-++-+-+-i--'2�—F-+-+-t- 1 F+-+- -+- fir -W 2037'—t _
W 1 BERM CREST/ (2� WP2038 WP2o39
W --I MHW- MH
� BERM (N I C)
~ W T, MHW -- 20:1 SLOPE —MHW = -- —MHW —__—MHW_ —__—_MHW { 4) TMH .... ,.,,,.. .{W (c; MHW ... MHW ...—MHW—_. 2 1 LJ
J 1 TER
--_ —_ _— —__— -1 — MHW MHW--- MHW---MHW-.- MHW...J Z
—_ MHW— _
------------------------ 20:1 SLOPE J
-----------
—
MLW ...—MLW ...MLW ...MLW !_` ...MLW ...—MLW ...MLW ...—MLW ..MLW..I.MLW... MLW...MLW.. W... .. �r MLW—...—MLW 1 U
T MEAN LOW WATER MLW---MLW--- MLW- c�MLW—- MLW-
1 MEAN TIDE LINE 1 Q
— — — —SEAWARD FILL LIMIT j— — — — — — — — 1
C-300 1 a)
I NI N� I
I F- I
ATLANTIC OCEAN
I � C� I
Q
F Z
W 0
O
z
fnNU
a
W ~
Z
W N
0
z 2 0
= LL
C Lu maz
Ly
Ln Lo
m F
Ow
W00
m X U
Z2
W 0)
OaI
¢
4 LU
F
U
0 m
W
m
IL Q
U
E
n a - AL 3
1 _
23487
MP
•,o ,t,y o .
SEAL 7/,t
:z z z
of
a Q'
~ F -
Sheet
Reference No.
NOTES: 00' o' 100' 200'
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES. C-114
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS. SCALE: 1`100' sheet 13 of 66
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
>
a �
o
a �
E a
�
`
z
z
a
m
oi�
�
LL
r z
za
�Lw
L
- c
Ies
awy
E
n a - AL 3
1 _
23487
MP
•,o ,t,y o .
SEAL 7/,t
:z z z
of
a Q'
~ F -
Sheet
Reference No.
NOTES: 00' o' 100' 200'
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES. C-114
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS. SCALE: 1`100' sheet 13 of 66
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
IC
B
ARD FILL LIM14HANDW
w
j I
-
-
- � z
x
a
x
z
x : �
N
I i
i — —� • — — —1' +00 290+OOT 291+00 292+OI 293+00 294+00 295+0 29fi4 10 297+00 - 298+00 299+ x 30 +00 301+00 302+Opp 303 0 W 30 00 3
— - — — — 87+00 2�8 +0 +00 ,a, 305+0 306+00 307+ J
-0 281+Op 282+00 �83+00 284+QO �8+00 ,28 +00 _ i2 H—ilr -�h- -�__ _ _ _ i r g��_ _�_�_ i r _ _ 0 y
WP1042 __�� --�> --
5: 1 SLOP - - - - 3 -
OPE WP1043 WP1044 '
WP1 o41 _ _ _ _ -
U _ __ -- -- -- - DUNE CREST/� DUNE
I<
LEJ , 283+d0' 284+00 285+00 286+00 287+00 288+ 289+00 - 290+00 291T00 �� 00 293+00294+00 _ 5+1 00 296+ - 2 00 29+0 299 - 00 h 301+00+ 302+00 . _ 303+00 304+00 :4% 305+00 306+00 307+00 308+�
LLJ 281+00 282+00-444 _�_—F--�-�— WP2043 I -�--+I
<2) WP2044 �-moi—Ht-"�-
= i — } wP204 04i BERM CREST/ I WP2045 WP2o4'T-
HW—
W
S� i WP2040 BERM N1 Z
' HW —...—MHW —...— HW -----m M W...—MHW----M W----MHW...M W_-..—...MHWI �
_ _ MHW MHW ' --- MHW---MH ----�R�iW _----MN
LEJ MHW ----- -- ---�------ ------
20:1 SLOPE
Z �-MHw-- MHW ) 4) 20:1 SLOPE --------------- --- ` ---- ---- --
------------------------ -
-------_ __—_ ...—MLW—_- M ... iMLW —... MLW ...—MLW_.-^ MLW ...M ... MLW ...—MLW ... MLW M��
U MLW —... MLW—...—MLW —... MLW MEAN LOW WA MLW... Lw—...MLWF...— LW—...
Q —
.. MLW —... MLW --- MEANT E _ _ _
— �--.-------- _
SEAWARD FILL LIMIT
_ -
C-3oo I REACH 3 (NIC) REACH 4 (NIC) a
N N A CEAN ml
U U
LJ w U
Ln zI z
Q < e)
I I I I I
o ANDWA D FILL �IMIT w
_
w w 3 o
=
J
325+00 326+00 p 32 +0 _ _ _ _ _
20+00 _ 7 0 32W X329+00 W
_— --x —. — -- — ��� 321+0 _32200¢. 0� _--.--.—--.--.--.—
+00 309+00 310+00 311+00 312+00 313+00 314+00 ('� o + 6 - + 317 - - D- - ' — +0 324 — — ' — 30+00 3300 332+00 333+00 , X34+00 335+00
+—r--+-�i—r—J- ��+-t-i--moi'7"
r�---+-�- -�{—r -�-s+---t-�---+--=�-+-+ -��
WP1045 ��) 5:1 SLOPE 31 WP1046 OPE iE) WP1047 5:1 SLOPE 33
QI
p0 _ 309+00
ZI
J
_—MHW
U F-
H
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
0-300
N
(D ATLANTIC OCEAN
U
LnZ
of
of
I
F Z
DUNE CREST/� DUN
Z
n
Ln N U
a
i
Z
W N
I U
310+00 311+00 312+00
ti'
X513+00 314+00
315+00 316+00 317+00 318+00
319400
0+00 321+00 322+00 323+00
324+ 325+00 326+00 327+00 328+00 , 329+00 330+00 331+00
332+00 33344 0 334+00
335+00 336+� H
`
- --+—h
- -+-�- —+
i—f
048
- -+-t-
— ------ -�-tom
t- �-I i—t
--��i2)�-
�i—tom W
W
WP2047
a)
WP2049
WP2050
`1
MHW ...—MHW
MEAN HIGH WATER
- MHW...—MHW
...—MHW
...—MH
W
(N I C)
'
��
—... MHW...—MHW
20:1 SLOPE
... W
MH
.. —MHW ----MHW
20:1 SLOPE
...—MHW ...—MHW
----MHW ----MHW ...—MHW
...
---------------- ----------------
-- — — —
—
— � _ —
_ _
—_ — _ _ — _
— —
_MHW
—
---------------------------------
-----------
_
...
...ML
I J
...MLW...M W—...—MLW--.ML
.. MLW—...—ML
. MLW...ML
...MLW —...
...MLW...—MLW
...MLN...—MLW
---MLW...—MLW
...MLW...
MEAN TIDE LINE
MEAN LOW WATER
��
_I�
—
— —
—
i
SEAWARD FILL LIMIT
Cl
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
0-300
N
(D ATLANTIC OCEAN
U
LnZ
of
of
I
F Z
W 0
O
Z
n
Ln N U
a
W F
Z
W N
0
Z = 0
= LL
C x a z
wV�
N 1
F
oN=�
O w
w'0p
CCmU
z
W C0
0 (L
It
LL LU
F Lu
U
U) F-
0 m
m
U
E
- AL �' 3
23487 =
FNM .O M
SEAL 7/
, -
Sheet
Reference No.
100' 0' 100' 200'
C-115
SCALE: 1`100' sheet 14 of 66
c
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
a�
o
&
z
oz�
z
Q
m
oiU
oma
oN=�
az
�
LL
r z
za
0
- L
c
Ies
awy
_ O
a
E
- AL �' 3
23487 =
FNM .O M
SEAL 7/
, -
Sheet
Reference No.
100' 0' 100' 200'
C-115
SCALE: 1`100' sheet 14 of 66
c
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
IC
B
T
Cj
LAN WAD FiLL LIMI
� �I
us
C
< a
w w v
w
340+00 341+00 342+00
o � w
w w a
---�-�----L__--L_�
LL
LL
w -
m a
o I
o
Y
20)
z
• 337+00 338+00 1339+00 340+00 341+00
_ 347+00
_ — — \
342+00 343+00 344+ 345+00 346+00 I — —
- --
348+00 349+00 350+00 351+00 352+00 353+00 355+00 3 357+00
' — — ' — — — — — ' — — ' — — ' — 354+00 — — — — —
358+0
_ _ —
359 00 60+00 361+0 W362 00� 3 00`° I
_—•_ — �_'_
--+----+-�--I +—I-�-
7+00 1')
-+-t- -I—+$--—+—I-�-�-f----+-1+$�-
1 WP1048 ;a)
5:1 SLCWP1049
(6)
1 WP1050
Cj
W 0
O
DUNE CREST/� DUNE
fnNU
F- )0 337+00
338+00 339 00
340+00 341+00 342+00
343+00 344+00 345+00 346+00
347+00
LTJ -4--- �- +-
t�=+i--F-�-+-
-i--i—i—tom - -
�-___I_-
L LI
Z=
W (A
1 3.
��tll
i WP2051
U
F
0 ¢
w
m
Q
U
E
U)
-MHW—
--
MHW ----MHW
.. MHW ... MHW --
—MHW --- MHW ...
MHW
...—MHW
L LI
-')
20:1 SLOPE
J
S — MLW
MLW MLW
U
H
10 349+00 350+00 351+00 352+00 3+0
��
/ n �1 \ BERM CREST/
MEAN HIGH i I \I 11 . I � BERM
—M/ � �{III W MHW—
-MLW--- MLWi MLW- —MLW-
MEAN LOW WATER
SEAWARD FILL LIMIT
cCoo
ATLANTIC OCEAN
(4)
0 354+00 355+00 356+00 357+00 358+00 (2) 359+00 360+00 361+00 362+00
--+-+---+—I--
E 2)
MHW-----MHW--
20:1 SLOPE
IQ
363+'00 364+
WP2053
ILLI
IZ
J
L I�
MLW—..i—MLW I
F--T--T--T--T--T--T---1,
_ LANDWARD FILL LIMIT
-
I� _zm�------------�-- -- -
- — . 30
•I — 3 =
82+
— 1 00
383+0
0
— � 4
Q — +0
_ 385+00
#0036 -
83fi9+� —3
+o - 86+
0 37�00
�74+80� X75+00� __ 3�
Qp +/ 3750 w 37�BOD + +0 — — . _87+00
X78 379��j' ._ 388'+00 39� r
--�-I—--i--F--+�-t-------�I,--t- ---+--�-�--t----+�-—i�r_�_ -�_ +_ 389+00 390+00 391+00
5:1 SLOPE wP1o51--+-�_
losz �—�—I$r-�_t_ I
Q I NE CREST/q DUNE e) 5:1 EW 1053
F-
0 3fi5+OQ,� 366+00 ;,�67+00 368+00 369+00 370+00 371+00 372+00 373+00 374+00 375+00 376+ 377+00 378+00 319+00 3 381+00 382+00 383+00 384+00 385+00 386+00 38�+�00 388+00 389+00 390+00 391+00 392+I W
+ —r --h-- --�--�-I—+—h$- i—ham-�- +- $- h 0 -ii-1--_--
WP2054 / WP2055 - ~ i WP2057 —I- —�- —+ -� (n
WP2056 —c'i• _ _
Lil �) BERM CREST (NIC)
Z MEAN HIGH WA1 MHW— MH — -
J I 2 4) MHW
BERM
_ - MHW...MHW—... MHW----MHW...
U MHW —...—MHW ... HW —MHW `... HW ... HW M W --- —MHW —...—MHW — - W
~ I - 20:1 SLOPE — — — — — — — -- — — -- — — — — — — — —MH �----MHW----MH I Z
----------
Q— — — — — — —
6) — — — — ------------------ 2 - SLOPE I J
---- MLW .C.6, MLW ... MLW--_— (-a)
-----------------
MLW... MLW----MLW ... MLW ...
LW—... MLW ... MLW... MLW... MLW—... MLW—.. MLW... MLW —... ( 6) I U
MLW ...MLW —...—MLW—. —
MEAN TIDE LINE ��MEAN LOW WATER LW-----ML4UIQ
--- ------ — — — — ---I--- -------- I�
-------- — -- �SEAWARDFILLLIMIT I --- ----_— ------_I
C_, 0
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
6) �� ATLANTIC OCEAN
UI
w
to
Q
f -
I
100' o' 100' 200'
SCALE: 1`100'
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
Q
F Z
W 0
O
Z
fnNU
a
W ~
Z
W N
Z 2 0
= LL
C Lu Luaz
Lu
N0
� F
Ow
WOO
m = U
Z=
W (A
1 3.
��tll
LL ¢
FL
U
F
0 ¢
w
m
Q
U
E
m
u
AL
23487 i
O�Z7f l9
SEAL '?
Sheet
Reference No.
C-116
Sheet 15 of 66
�i
>
o
a �
o
a �
d a
E
�
z
z
a
azo
m�
LL
�¢
�Lw
o
- L
��tll
c
Ies
awy
_ `o
a
E
m
u
AL
23487 i
O�Z7f l9
SEAL '?
Sheet
Reference No.
C-116
Sheet 15 of 66
�i
o■
Ll■
��EA
- T7—�- T T
- � A� DWARD�FILL LIMIT
_ a
rjU �•I-
-t
�O�qm—
PC-
9
416+00
srycsErorv. rnaMI„ni
1 ory a asM395+0 98 + 4D�4Ja� +01OO-3— O — X— 9}+00- 430 44+00 4�5+001OOT_'Y +OO
s 40 5:1 SLOPE WP1o57WP-054 5:1 SLOPE -0
—_�
74) DUNE CREST�� DU � 15)-------'---�-�--
W r (2,
= 70 393+00 394+00 395+00 39600 397+00 398+00 399+00 400+00 401+00 402+00 403+00 404+00 1 ' 408+00 409+00 X410+00 411+00 412+00 413+00 414+00 415+00 416+00 121 417+00 418+00 419+00 4200, z
WP2058 BERM CRE_ (N I C)
WP2059 WP2060
I =
� BERM
(z, WATER 1 z,
W 2)
Z ...—MHW ... MHW --- MryW ---- MHW ... MHW ... MHW --- MHW --- MHW ... HW—... MHW --- MHW --- --- MHW — _. MHWTMEAN
HW ... MHW --- MHW ---- MHW ... MHW ... MHW --- Q
J 20:1 SLOPE 20:1 SLOPE
-----------------
--_LW—...—MLW ... LW ... MLW --- M W --- MLW ...— M W ... LW --- ML --- MLW ML ...—MLW ... ML MLW - MMLW ...—MLW ----MLW --MLV� ...—MLW ...—MLW -<�MEAN LOW WATER �� TIDE LINE
SEAWARD FILL LIMIT — — — —
— (-
C1 �' Al
s�
� C-300 �-s) C-300
s) ATLANTIC OCEAN
F F REA NIC) REACH 5 (NIC)
w w
77
10)
Z Z
a a
- w ocEAN DRIVE
1�
x PER PorvrE PROPERTI- LLC PPRP"RE11 Y T
P rvrE
ILI
A Earl
-- --- — _—T-- Rre ry PME PME oP E P E " IN2JE °are Es ,
— — „�1ooA reEEFri o a PROPERTIES PRPErerE r
g RCry a oEra N rxaE
PLOT REF —SCIATES LLC
—11-1, _ 1 , 1, A) QD
_ 2,
J�
- LAN D FILL IMIT
of I rerr ErRT PIPE assoNJArEs LTC 1,�, ISI I
POINTE RASTER o,,rvEre sso rvE — — —
- -re ao;"rs .M�s
/ .
-- --'--'
W +00- 421+00 422+00 423+00 N 424+00 425+00 426+0:0 427+00 428+00 429+00 430+00 431+00 432+00 1 l+0 436+00 37+00 438+00 439+ 0 440 00 4 1+00 442+ 0 443 00 4�F4+00 445+00 446+00 ,,,447+00 4481 W
+—h 10 —WP 063;
_+ -� + h $- HGF ��-�F-+-t-
-4— H --W T� WP2064 (^) I
J I WP2661 -- -- -_ _ WP2062 N I C / ------
BERM CRE T --_ MH MH
~ I MHW ... MHW —.. — MHW MHW -- MHW ... MHW - — MHW -- MHW ---- MHW BERMMHW ... MHW ---- M WER -- MH MFLW� -- --� - -- TMHW -- HW = 20:1
MHW --- MHW W
Q I �2 _-__-__-__-__-__
---- � 20:1 SLOPE ...--------------- ----------------------------------------------- ' 1 SLOPE 1 J
----------------------------
AN LOW WATER 'MEAN TIL E W MLW MLW
�1L
MLW ...—MLW ...MLW,----MLW ----MLW MLW MLW MLW MLW —...MLW-aALiW-«— � F—
1 4 W MLWMLW
��� 4) ---
SEAWARD FILL LIMIT
r
i
( 6,
C
UI
w
,n Ei
z.
a.
o'
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
a, ATLANTIC OCEAN
F-
U
Cl
w �
a
100' 0' 100'
SCALE: 1'•=100
5
DRAWING SCALES SHOWN BASED ON 22%
F- Z
W 0
O
ZQ
J
V) ,C-)
a
F-
LU
w ~
w N
z = 0
2 LL
Lu C maz
Lu �
CLU)
Nm
F
05
Ow
w00
CC U
z
w (A
0
It
. ¢
F
U
0 m
W
m
a ¢
U
E
AL �' 3
23487 =
FNM .0 M
SEAL ��-W' Z7/I9
Sheet
Reference No.
200'
C-117
Sheet 16 of 66
�i
DRAWING
a�
�ECSa
o
z
z
w
m
azo
ma—_ o
05
�z
LL
r z
za
www
o
L
'E tll
C
Ies
��
awl
_ `o
RJ
z
E
AL �' 3
23487 =
FNM .0 M
SEAL ��-W' Z7/I9
Sheet
Reference No.
200'
C-117
Sheet 16 of 66
�i
DRAWING
OCEAN DRIVE
W 0
O
w
LJ '
�i
OCEAN DRIVE
_— ——-— —. — — .I ;
Z
W N
Uz)
w
-
-11
-1 F
,
- t °�
�1
�iEu,vsoN. �� seoeEa.
os w n
Pe e"rENEe. iA e
o R"e r
=
1'' n o og% E.
P Ro;NaNNe " ;N e EraR M Er xE`
„ EE AROENE
at
7��t,
E
2NEUE. Doti", �i , sccuAree v. m �,Ev,rwe,
PEE1. _
E P° Y ER °`E"N
E N
M EnrEP Lq r A BHo° sPErNx ° N oN , oe R,aNE'I
RRY s -N R Re"R or _
CTDRIA
w
ernres, cArwa, sneoNER. eM 1R Mnree, RRrE,
—11 ERR.CREdL� "
A Rmeneo e nEa�4e Ec
ETI DIRT omneo ne. c tieo E
z j EENNE aN IEA° j I,,;" E
n 2'
_
eE2ne,
cmeMiNcs N,icenEE N rwiooEE,oN.
un m eeisu
Erux EES z Mm"EEEE
SEeER �SOLENeERCER,' HEA1IT
s"o,aEEE. ccorecc "
_onI E noEvs e 10 �.,
�� EE
eEEEE c
e�eeEre.
o eR,�,�c". oA�'m E
z e�E�e R e E
:� E w, NnN nno w E
coArs
vi eti R"aeye
EvnN";,. Eo,v�,eos EEs em
RENEE - ox
E7rEre R E r
a" FE oeeo oNFRo
r
Ennio= E �126EERTIJ,N NI
i ee. e iEu
1 lux SEVE 10,,
1 1 „ cocea
$
ERr
Ell l oaNE NER ROBERT
ex wceE TRUSTEE
oEerenEDR
D ,� ��Aa
F: l
449+00 'x'50+00
4511+00 452+00 453+00 454+00 455+00
l l l
v,E Ev ,,,KQ�,SEAEN EP
wceEul ErRs°o
LI
l
475+00 4761
S
-�r--+--�1—rte-
WP2065
a'
N a/
---+----r—I---i—+—r-t-+-�-
WP2066 WP2067
U)
W
li c
a)
q BERM 1\ I v
BERM CREST /
(N I C)BERM
11.E
`1 ^i
` aMru
.. MHW ---�`,1HW --- MHW ... MH
20:1 SLOPE
S141
4jCD
het
- MHW ... MHW ... MHV�' --- MHW
I
B
UIw
ofZi
of
F7
W 0
O
19f'LANDWARD FILL iLIMIT
�i
OCEAN DRIVE
_— ——-— —. — — .I ;
Z
W N
0 m
Z =
-
-11
-1 F
�ecEAs� - - - - -
- t °�
�1
�iEu,vsoN. �� seoeEa.
os w n
Pe e"rENEe. iA e
o R"e r
=
1'' n o og% E.
P Ro;NaNNe " ;N e EraR M Er xE`
„ EE AROENE
s'' vi oP
q E�ARRER e Gr rRsEF'R`E J o"N
os =
1k
E
2NEUE. Doti", �i , sccuAree v. m �,Ev,rwe,
PEE1. _
E P° Y ER °`E"N
E N
M EnrEP Lq r A BHo° sPErNx ° N oN , oe R,aNE'I
RRY s -N R Re"R or _
CTDRIA
1484+00
I
+00 493+00 494+00. 495 00 496+00
12)
497+00 498+00 499+00 500+00
F-
501+00 502+00 503+00 5041 W
-t-+
LL] 1
--I—+—F�-f-+-�-
;z; wP2068
+—ri
W +00
449+00 'x'50+00
4511+00 452+00 453+00 454+00 455+00
456+00 457+00 458+0�7 459+00 460 1461+00 46�+00 463+00 +00 465+00 466+00 467+00 468+00
469+00 470+00 471+00 472+00 47300 474+00
475+00 4761
S
-�r--+--�1—rte-
WP2065
---+----r—I---i—+—r-t-+-�-
WP2066 WP2067
U)
W
�
a)
q BERM 1\ I v
BERM CREST /
(N I C)BERM
a
z
HI ... MHW
I
.. MHW ---�`,1HW --- MHW ... MH
20:1 SLOPE
... MHW
MEAN HIGH WATER
- MHW ... MHW ... MHV�' --- MHW
J
I =
W ----
MHW ._ ,. MHW
...I MHW --- MHW --- MHW ...
HW ... MHW --- HW ----MHW h.. - .v..... ---- W ----MH W ... M W—... MHW
--- MHW --- MHW ... MH ... IMHW --- MH
--- M U
-2' -----------------
20:1 z
--------- J
1
20:1 SLOPE
(2/
1 SLOPE----------
MLW- MLW---MLW-
MLW-MLW-- LW --- �dLviL_
MLW-MLW--- MLW---MLW-MLWMLWI(�
z
— — — — —20
MEAN TIDE LINE
MEAN LOW WATER — — —
— — — —
— _ — — — —
— — — — — — —
�MELAN
ISEAWARD
I
— — — — —
—----------
-1
-MLW
...—MLW ---
M W --- MLW ...—MLW ...—MLW
----MLW --- ML ...MLW ...—MLW ----MLW --- MLW ... MLW --- a,
��MEAN
MLW ...—MLW ...—MLW - - MLW --- MLW -
—MLW
LOW WATER TIDE LINE
Q-----
—�----
------
-- ---------- --i— ------ — —
— — ------ --+ — — — —
— — —
s)
Ann
SEAWARD FILL LIMIT
s)
-101
p
�
8,
s)
N°
ATLANTIC OCEAN
UIw
ofZi
of
F7
W 0
O
—.--.------(;;— r
I
OCEAN DRIVE
_— ——-— —. — — .I ;
Z
W N
0 m
Z =
-
-11
-1 F
�ecEAs� - - - - -
- t °�
�1
�iEu,vsoN. �� seoeEa.
os w n
Pe e"rENEe. iA e
o R"e r
=
1'' n o og% E.
P Ro;NaNNe " ;N e EraR M Er xE`
„ EE AROENE
s'' vi oP
q E�ARRER e Gr rRsEF'R`E J o"N
os =
1k
E
2NEUE. Doti", �i , sccuAree v. m �,Ev,rwe,
PEE1. _
E P° Y ER °`E"N
E N
M EnrEP Lq r A BHo° sPErNx ° N oN , oe R,aNE'I
RRY s -N R Re"R or _
CTDRIA
1484+00
a
+00 493+00 494+00. 495 00 496+00
12)
497+00 498+00 499+00 500+00
��--�--�-- LANDWARD FILLIMI T-
1
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
I
ATLANTIC OCEAN
U
L0
Z
Elf
al
0
F Z
W 0
O
—.--.------(;;— r
(n N U
--.—;�.—_
_— ——-— —. — — .I ;
Z
W N
0 m
Z =
= LL
—. .--.--
— -- —4 ----��
=m GR
_ J
I�
I IE00 477+00
(4)
478+00 479+00 480+00 1481+00 482+00 483+00
1484+00
•- )2)
485+00 486+00 487+00 488+ 489+00 490+00 491+00
+00 493+00 494+00. 495 00 496+00
12)
497+00 498+00 499+00 500+00
F-
501+00 502+00 503+00 5041 W
-t-+
LL] 1
--I—+—F�-f-+-�-
;z; wP2068
+—ri
(� 1
WP2069
+— W
1
BERM CREST/ I I
)
U)
= I
MEAN HIGH WATER
q BERM 1\ I v
I I
HI ... MHW
I
.. MHW ---�`,1HW --- MHW ... MH
20:1 SLOPE
... MHW
--- MHW --- MHW ... M ... mnvv --�-- mn JJ
- MHW ... MHW ... MHV�' --- MHW
--- MHW ... MHW ... MHW
--- MHW --- MHW —...� W
SLOPE
F- -------
------------ - ------------------ ------
---------
----
--- ------ ----� �
-2' -----------------
20:1 z
--------- J
1
MLW---
1
MLW---MLW- MLWMLW---
�
MLW---MLW
MLW- MLW---MLW-
MLW-MLW-- LW --- �dLviL_
MLW-MLW--- MLW---MLW-MLWMLWI(�
z
- — — —
MEAN TIDE LINE
MEAN LOW WATER — — —
— — — —
— _ — — — —
— — — — — — —
<
ISEAWARD
I
— — — — —
—----------
-1
— ------
FILL LIMIT
ai
S1 C-300
s)
I
I
,
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
I
ATLANTIC OCEAN
U
L0
Z
Elf
al
0
F Z
W 0
O
ZQ
J
(n N U
a
W
Z
W N
0 m
Z =
= LL
C , -
Lu I
N a)
m F-
=m GR
_ J
w
O W
Lu 00 0
mIXV
Z 2
W(A
Oat
It
LL LIJ
F- Lu
U
0 m W
m
a ¢
U
E
23487
FNM .O M
SEAL 7f A
Sheet
Reference No.
100' 0' 100' 200'
C-118
SCALE: 1`100' sheet 17 of 66
c
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
b
m
GO
>
a �
o
GO
E a
GB
rr
z
z
w
m
a=�
oma
=m GR
_ J
az
� o
LL
r z
�¢
0
L
U
1
< SO
Ic
es
awl
�o
a
E
23487
FNM .O M
SEAL 7f A
Sheet
Reference No.
100' 0' 100' 200'
C-118
SCALE: 1`100' sheet 17 of 66
c
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
b
m
J J
A� " NCP 4� r. n.Aerry �' scucrere, ice' Kxcorrrec ^ssrvre
w
coy,s 6k�o °'> sreoceox w rvcc
,oresccr t san;ccc �� srcxcry �t s.eo �s"s�COc crcx ET"' exsree Lt M
rvoo oeee
,.arvoco E Ec NAcc, reoecar c cE-'I'S � caoacare� re ceccxac retreat cecrecrvsca srxoc er.,e ' �
IL cni" `xorre reo iAao « nicer roa =� LEI Ant nrvo c crvn yr k0 rAc cw or,As re ee re
E z c�A r� -ere acre
jos TILc ax ; r r
eAzcn,oec caHN e crux
J o c" aecNOA c oqur��s a ET4L eA re etc. re "� AR°cart c re Ee ,.,crvov c re,recorrc reusrcc ec„c sAc
PCPr cs
�ea�r.ry - vo ret
p �MeEe� I eo=EMArer I I aoecar E oeEar Erux
MID
�crvc A e L
E��x PAT
LTI M PP ccre
pp LANDWARD FILL -- -
— — -- I
F—
W +00 505+00 S06µ00 507+00 508+00 5019 00 510+00 511+00 512+00 513+00 514+00 515+00 51 517+W 519+00 00 521+00 522+00 523+00 524+00 525+00 526+00 527+00 528400() 529+00 530+00 531+00 5321
-i- i -t-i -I—+—I-�- - �-�-I -I—+—I--t-t-�-—+TMH
-�-t--I— W
I WP2070
U) BERM CREST/ (� I I 1 Z
1v I v /I
(o) BERM 1 =
I MEAN HIGH WATER
MHW— -- MHW ----MHW - - MHW ... MHW—...— F–
W — MHW—...MHW---MHW----MHW MHW —L..—MHW = --- MHW —�—MH.— MHW...—MHW--- MHW---MHW... MHW MHWW---- � ~
Z 20:1 SLOPE ,-z) 20:1 SLOPE �) MHw Q
— —------------- �- —------- — — — — -- — — -- — — ----- —z ------J —__—__—_ _—__—_ �— .. ...MLW' _—__ _—__ LW --- MLW LW —,) MLW----MLW----_MLW---M W --MLW ML MLW---ML MLW MLV MLW ----MLW- MLW—MLW ------ MLW ...
Q - MEAN LOW WATER MEAN TIDE LINE a) I
Al t s, 1
C-300 'n
ATLANTIC OCEAN F-
Al
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
U
w
Lnz
Zi
Qi
Q
F Z
�
F—
Ui
w
Z
a
of
W J
O
(-' c;
AH
a
°
-
SEAWARD FILL LIMIT Al
F-� ATLANTIC OCEAN
U
w
Z
Q
f
-
U
C
Z
aI
of
I
I
1 77�77
I
U
W
� OxO
Wx
N
0
¢
LLLU
F
awl
V) F W
0 ¢
m
Q
U
E
��
—------�--�
�ry PaRsc
srueca, _ ' .� Ern ionry
�renrecEs n cw�,reLEs 4i, ,9)eau[E Tau TE
�reAreccs n _ E cossory
(, e'
or
xax o crux RcreAaosorv, eaAreM
�fYEaa L A
rvaicrr urrory n,
c rent s A crux cr Rc
jNx�er n,crvr�,
routs
c
` rAc eaic c
PkurN�resreFaV ErAc
Aa
o%iA oio:A` ry
i� -
- ~ s
c tux wao
Aar
W
H;��)
qai s 1
e
1 "—
B
,4
( '
s�.rsre a ,�
crux cr,,c ` zuc
,, �1�
r"�
'- rausrcc
mw 2w
c e @e. ,
^°Rr cn s
�r',�;susAry n c re�acc.
nnau o A1<.acsre
Eru E, "°s"s, icre E
1
N
,I
Par, l
O
1
—
— — —
LANDWARD
FILL LIMIT
.4;
I k00
W
533+ GO 534+00
535+00
536+00 537+00 538+00 5391 00
—}—F�-
540+00 541+00 542+00 543+00 54 4+00
548+00 549+00
550}00 551+00 552+00 553+00 554+00
H—
(�� 1 W
555+00 + 556+00 557+00 558+00 559+00 560 =
CREST/
WP2072
1"
WP2073M
BERM - -
(�VVV��c
(
F---
MHW...MHW
....—MHW-_....
MHW--f
MEAN HIGH WATERMHW--IIWI�
... ...W
W...
Hw...—MHW
--M W---MHW...M
W...MHW---MH
--- (2MHW...MH
WH
...MHW----MF{ Z
TM
20:1 SLOPE
0:1 SLOPE
MLW
...ML
MLW...—MLW
----M�w...MLw
-...
----------------------------------------
----------------
----------
IMEAN
TIDE LINEMLW----MLW
..
MLW
---ML
- MLW— -MLW---MLW-
-MLW- MLW
MLW----MLW-?_—..
MEAN LOW WATER—MLw---------
---
I
--
---
—
1
—-------
�
-----—-----
SEAW—ARD FILL
LIMIT
------
— -- ----
—
1
Al t s, 1
C-300 'n
ATLANTIC OCEAN F-
Al
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
U
w
Lnz
Zi
Qi
Q
F Z
W J
O
ZQ
J
AH
a
7 W
W N
OQx
ZxO
�LL
xO
C m a Z 0)
Lu CC -
Z
o
U
W
� OxO
Wx
N
0
¢
LLLU
F
awl
V) F W
0 ¢
m
Q
U
E
Al'
- A L` 4:
23487
•,o ,t,y o . M
SEAL 7/19
She
Sheet
Reference No.
100' 0' 100' 200'
C-119
SCALE: 1- 100' sheet 18 of 66
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
AH
_
a �
o
k
E
&
_o_� z
z
w
m
a=U
oma
J
�o
T z
o
- L
ILL
c
Ies
awl
_ `AA o
a
E
Al'
- A L` 4:
23487
•,o ,t,y o . M
SEAL 7/19
She
Sheet
Reference No.
100' 0' 100' 200'
C-119
SCALE: 1- 100' sheet 18 of 66
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
_
�� FRi �� �RR�s o�ti PE�R�r �x Era
R ART, a�a� R6aRA Ra G� a� i
o 01
�'' ���r�sR �� �w REOE�
Ro�ERsEr ��o�A� aE��
HCAMP�
Ro��� INC ��o��
I of ER�k � aEa��
E. R�+E A� �E�E ��sE o nx rR� r � F�s+�� PER
E; KATHLEEN , �E.,l e��x w x Er�AaER� s E j F R R ti Ess o� Eo oar°�; x E°�ti
1 —�--—
— — — — — RELIGIOUS E,EMPnoN
LL]
_ +00 561 k00 562+00 563+00 564+00 565+00 566+00 567+00 568+00 569+00 570+00 571+00 572 00 57 0 576+00 577+00 578+00 579+00 580+00 1581+00 582+00 583+00 584+00 585+00 X586+00_--587+fl0 �58'&IILLI
-�-I—+—ham- -�-+-�-� +—h�-�-�---I—+—+ I/ -+-�- -I—+—I-�-�-+-+-f�h-- �-+_-I—+—I- �-�-t-�- -I Z
WP2074 1 NIC)
WP2075 J
� 1 1 BERM \ I =
L1J MEAN HIGH WATER F I
Z --- MHW—-MHWMHW---MHW ---MHW—MHW MHW---MH MHW—MHWMHW---M ---MHW —MHW --MHW+----MHW --- MHW ----MHWMHW—MHW— -- Q
J _T 20:1 SLOPE I , 20:1 SLOPE
S— — — — — — — — — --- —----------- — — — — — —
U j
Q --MLW MLW MLW---MLW---- MLWMLW ML ---MLW--- MLW MLW ML ----MLW --- MLW—MLW MLW---y MLW --- MLWMLW—MLW---MLW--- LWI
+ I
MEAN LOW WATER , MEAN TIDE LINE '
— — r — — — — — — — — — — — _ _ _ _ _
—------- —
1 ------------ — i---�SEAWARDFILLLIMIT—-----------------
C 1 1 Al REACH 5 (NIC) RE ICH 6 (NIC) I
0-300
I
�I I
� ATLANTIC OCEAN ``' I
Z On
al a a•
c �IF F-
-�I
"R "E R aEST E EROPERIEs FaRP. Rr e a°;R E o ,E R� r, o P FR EE rAr aP 4 P BREE r
1 I s R, Era I KITTIE" R El oED,T" IEnx <. kr LFo„oEEN,
B Q a AHr Er x Er°R,EE Es P E s R Ro ER, E I OCEAN 6 o
ITHE 31EIN GLIR R= Ass INDIAN BEACH AGEAUsoE
„�) 14)
N
IT
-- 1 — — z;P ---- --—
Q L — — — — 0 —s, _fe) — — _ — LANDWARD FILL LIMIT — — — 1 U
ILLI
589+00 590+00 591+00 592+00 593+00 594+00 595+00 596+00 1 597+00 598+00 599+00 600+00 6011 (Nic)
,+00 604+00 605+00 606+00 607+00 608+001609+00 610+bii fi11+00 612+00 613+00 614+00 615+00 6161 z —+—I-�-� 76--+-t---�—I-�-�-i— r �-�-� -�- +—I -- [n �r�
I I t2) BERM CREST/ I I
c) BERM �1
F- - MHW --MHW— --- MEAN HIGH WAT LTJ
Q MHW ...—MHW .. MHW ... MHW .. MHW—...—MHW ... M .. MHW ... MHW ... MHW ... ... MHW ... MHW ... HW ... MHW. ... MHW ... MHW ... MHW ... MHW Z
0:1 SLOPE 4) 20:1 SLOPE J
— --�7:z
------------------- --
...MLW ...— LNJ Tj—...MLW LW ...MLW...—MLW �- ~
U
.. ...M W ...MLW ...M ..—MLW...ML ...—MLW
I MEAN LOW WATER i �) MW MLW MLW — MLW MLW
Q
4)
MEAN TIDE LINE ---- ------ ------
------------ ------------- 4) SEAWARD FILL LIMITATLANTIC OCEANDO
Ui l z
Q, ¢
NOTES: 00' o' 100' 200'
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS. SCALE: 1`100'
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
F_ Z
W 0
O
zQ
J
SA
a
7 Lu
W N
0 m
zxO
� LL
xO
C �aZ
Lu
Z
m0
U w
W
� OmO
Wx
0
mN
LLLU
F_
awy
V) F
0m
W
m
U
E
- AL �' 3
c _ 23487 i
;,�J `•.tic I r�F:E�`�=
SEAL
11
LTE
Sheet
Reference No.
C-120
Sheet 19 of 66
�i
SA
>
a�
o
a
EGR
&C,z
z
ozAD
w
ES
oi�
�<
ANO
oNzG,
_ J
oz
ao
A,
LL
za
�Jw
o
L
� RD
Do
,Ao
awy
_ `o
a
E
- AL �' 3
c _ 23487 i
;,�J `•.tic I r�F:E�`�=
SEAL
11
LTE
Sheet
Reference No.
C-120
Sheet 19 of 66
�i
IC
B
�w7l 1
i
ir
.1111 ROT PARCEL LLC C"INIIFNT
J 'UMMEE Al— LINoas INC 1 SUMMER ANE `ANDOS INC —I INC sHEAPIN 11-1 INVESTMENTS LLI
11 1
CD r
N h, (,a) I <te)
I
Lli
_ +00 617+O((4) 618+00 619+00 620+00 621+00 622+00 623+00 624+00
(2) WP2078
AW
r+
LANDWARD FILL LIMIT
(
(NIC) - oo -- - (4)
627+00 628+00 629+00 630+00 631+00 632+00 633+pp 6�4+00 6
WP2079 �---I0 tom
w WP2080 (o)
�) �)
Z ----MHw MHw- —MHw---- MHw MHw----w MEAN HIGH WATER
—
J 20:1 SLOPE
MHw HW—_..—
—...— HW— ...—MHW... M W...MHW.. M W-
--
Q .-MLW—...—MLW---MLW-----MLW MLW ...—MLW ...MLW...—MLW
---
MLW-----MLW - MLW-----MLW-----MLW—... A! -W ...
MEAN TIDE LINE AN LOW WATER
— —
Al
F C-300 ATLANTIC OCEAN
zl � wl
LANDWARD FILL LIMIT
656+00 657+00
ETA,E of NORPH CARoIINA
I -AN
BEACH Arowsnan uc
II Ca) I
L642+00
f,, z) — 6433+00 6 Q
IIP
1081,
DUNE CREST/q DUNE
I Z
5+00 636+00 637+00 638+00 639fd0 640+00 641+00 642+00 643+00 6441 =
WP2081
BERM CREST/ F-
\� BERM ) I <
Q
NW---MHW--MHW...MH _.MHW---MH-----MFI
20:1 SLOPE
MLW --- MLL"K -- MLW ...—MLW—.. MLW --- MLW-- --MLW—{
500' TAPER �_---------- --
I
SEAWARD FILL LIMIT s; 1
REACH 6 (NIC) C1
C-300 I
500' TAPER REACH 7
BASE BID
I
�413mispow hIs)
(16)
663+00 —664+00 666+00— 665+00 --N
Q 1 }4+00 645+00 646+Q� 647+00 648+00 649+00 650+00 651+00 652+00 653+00 654+00 655+00-�_ —F�-_--�-�}i F�_�_�- _�_�-�—�
I 1 1 +—F�-�- 5:1 SLOP�P1o82
«) DUNE CREST/� DUNE
LLJ
II �)
Z_ 2)
J +
0 653+00 654+00 655+00 656+00 657+00 658+00 659+00 660+00 661+0�] 662+00 663+00 664+00 665+00 _I 666 im
+00 645+00 646+00 647+00 648+00 649+00 650+00 651+00 652+0 00 6
I T
WP2084
wP2oBERM CREST/
WP2082BERMMEAN HIGH WATER MHW-
(- 2) MHTIN
MHW _.,--
-MHWW...MH ...MHW—...—MHW..MHW...—MHW ...MHW—...—MHW ----MHW...—MHW ...MHW_.—MHW ...MHW—...+M—------— — — 20:1 SLOPE _ _—__—__...—MLW —.--_ __—__—__—__—__ __—__—__—__—__—_ —__—_
I MLW...MLW...MLW MLW —MLW... MLW—...MLW MLW MLW—... MLW MLW ... MLW— —MLW _ _ _ _ _ _ _ _ _
c
MEAN TIDE LINE — — — — — --
— — — —
I
_ SEAWARD FILL LIMIT I MEAN LOW WATER
----- ---------- —I — 1
I •---
REACH 8 (NIC)
Ln C-3oo ATLANTIC OCEAN
I I )REACH 7 500' TAPER
—
F-
0
w w I BASE BID
1 V)s)
wml�mm -F— Z� Zi
of
NOTES: 100' 0' 100' 200'
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS. SCALE: 1`100'
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
I ncio(AAmJ)cuxAs[,H o I STINciu,M
r n�n�ndel
II
N
a
7 L'u
I~
W
0 cc
Z x 0
L LI
668+00 669+00 670+00
671+00 6] _
U w
I,
LU 0CCmO
500' TAPER
ILL]
..
MHW----MHW ---
MHW.. Z
V) F
0¢
20:1 SLOPE
1 J
— — — —
— TI=
U
ULW
----MLW—... MLW
H
y-... Q
—4)
/ :2
F Z
W 0
O
Z
n
a
7 L'u
W N
0 cc
Z x 0
LL
x 0
C LuaZ
Ly
Z
(A N
U w
W
LU 0CCmO
W Nx
0
¢
LLLU
F
awy
V) F
0¢
W
m
U
E
23487
;,�J `•.tic I raE:�`�=
•,o ,t,y o . M
`SEAL ����•�..Q/Z%�I9
Sheet
Reference No.
C-121
Sheet 20 of 66
�i
>
a�
�
o
l;
E a
z
oz-
THL
w
m
oi�
N, -
3<
NBn
0N8. ='
_ J
oz
ao
�
LL
z
r z
za
�Jw
O
- L
c
Ies
awy
E
23487
;,�J `•.tic I raE:�`�=
•,o ,t,y o . M
`SEAL ����•�..Q/Z%�I9
Sheet
Reference No.
C-121
Sheet 20 of 66
�i
IC
B
�F-
ESERPAMELIE j I'MT
N � III
1
F--
LLI
L LI
= 12+00 6 3+0(
Ln •i—F
I
LTJ
Z .MHW
J
Q W-- Ml
� I
to i
F—
F-
'CRE,
F-
I j
Li j ii
I j
IRE,R�E, x, j
- ----- I _
- - �R Enx RARo�� e �� �w2 � j�
o ��NE= R�NEo,,,NER. ,__� I ��ER j �E
C I aERr I aE _., _
RE
Er,
o,M ME y. R R nE roR oR RR R RE NR P
= w jALL
FER GOK ETA E� RUG NFRR N os s ETIX LINDA w o„NERs s �, �No,,FR ?J�
lUlFA I I DO— DE E�CPMEUT PlITNERsH P i -_ G i E �
R�. Er��x ��� R��N� CHARLES s i°" I� u; I' i i'i i ! I� j
ij
I ILANDWARD FILL LIMIT I('") I I n'
I nI�-- �,-- --
i
4
674+00 675+00 676+40 677+00 678+00 679+00 680+00 681+00 682+00 683+00 fi184+00 685+0 n %'1 \ +00 689+00 690+00 691+00 692+00 �-
693+00 694+0� 695+00 696+00 fi97+00 698+00 fi99+00 7q
i--�i- ((I V I V /-_+_�_i— i—H�-�---♦—ri --�_Y_ -moi—} I Z_
BERM CREST/ i
(o) BERMI =
00' TAPER MEAN HI ''I U
—MHW ... MHW .. —MHW ...—MHW ..—MHW ...—MHW —.. —MHW —...— MHW —... —... MHW �... MF(A ... A ... MHW — _. MHW ... MHW ... MH ... MHW MHN/ -2)—... MHW -_ MHW i F-
20:1 SLOPE — — 20:1 SLOPE Q
— -- — — —--------------- — — — ---- — — —-------
--------------------------
------- ---- --------------- -- -- ------
W ...—MLW —��.. LW ...—MLW ... LW ... MLW ...— LW .. MLW ...—T W MLW ... M —...—MLW ML �.. W—... ML ... MLW ..I—MLA MLW ...—MLW ...—MLW ...�
MEAN TIDE LINE MEAN LO R
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — —
( s)
�I
U i
�1 N i
ZI
F
SEAWARD FILL LIMIT <
ATLANTIC OCEAN
�j jZINN jir==w„�U IGIIIN R E,1x EA I I " AR iro N eoRNE E �R kERR PA�,E�� �EOR�E F ����ti
hI
11
11
(a)
WJ
O
-- ('\
a
Qr•----
W N
1 60+00 701+00
702+00 (4)703+00
w h— —t—�—i--
T
Z
� W
�OmO
I
OaF
(c)
F----
MHW-----MHW-�)-
0 �
W
m
IL Q
U
F— M L W
---
MLW ----- MLW
�I
u7 i
U
Zi
Qi
�I
9
_ I
+��5�-� ��-WP 087 5:1 SLOPE N
I
DUNE CREST/q DUNE , U
F00 72`1G4-00 7;�+00 723+00 724+00 1 725+00 726+00 727+00 7LLJ
J
bi
wPzo87 w
I=
I ...—MHW —... JH-
LANOMMOCA,-GOLIMIT� Uig) „� 11 —1 �� 7,4+an 720+00 2'i+00 (°)722+TPPT,, �E 3+00 724+001 725+60
726+00 727+00 ��
N, R - I - I -+ --
� ./N
704100
� 705+00 744
(NIC)
MHW
20:1 S
MLW—MLW
10 707+00 708+00 709+00 710+00 711+00 712+00 713+00 i 714+,QO 715+00 716+00 717+00 718+00 719+00 T
7�1--♦—i—} -T'-�- _-�---�i—♦-�1 I�'c—r—�--+- I-I-moi—i-
Ir --� WP2085 � p86
BERM CREST/
q BERM � 500' TAPER—� MEAN HIGH WATER (-ni
MHW ...—MHW ... MHW 1-1 4-.. MH ... W ...—MHW ..- HW —...—MHW ... M W ...—MHW —M
_... MLW ...—MLW ���kj—m
LW.. —MLW ...MLMLW .- —MLW —...—MLW ...MLW...MLW—
EAN LOW WATER MEAN DE LINE 41 — — — — — — —
— � SEAWARD FILL LIMIT
Al i RFAI H R (NI(�1
I �:
ZI
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
�
-MH—MHW20:1 SLOPEMLW MLW MLW
MLWMLW—MLW
C-300 I
I
I
ATLANTIC OCEAN
rn1
u7 i
U
N
Z
a
AOL,,
100' 0' 100' 200'
SCALE: 1`100'
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
Q
F Z
6 SO
a� o
ECED
QAD
m
z oi.
oz� az
oN�� oz
_ J <
o
r z
LL zQ
US
L <
WJ
O
Z
a
7 W
W N
O Q m
Z0
L
x0
� LLu
`+ � m- Z
Z
(A f7
U w
� W
�OmO
Wx
OaF
¢N
tL ¢
F Lu
U
0 �
W
m
IL Q
U
E
487 =
`SEAL7/
I
CC
m
Sheet
Reference No.
C-122
Sheet 21 of 66
�i
-
�tll
c
awy
_ O
a
E
I
CC
m
Sheet
Reference No.
C-122
Sheet 21 of 66
�i
❑C
B
�./
CRY, Aft
IFI I j j lob II I0011,
' w— s
16 I I s x w I LANDWARD FILL LIMIT
6 Y I �EaNEr„�a.R I o e I aaRerR�^��� o I ��r m ���, <R �� �, E,xARE I = CCNC LLNE' -C l ow�ERs <ss��
TRINITY�ENrER,EPEE�PA,��o�EE R ;R n �r�l =w aF���„ IEr�E�R�E�r �_
730+00 173'+i�6� I`r�� + r733�+06 3 +00 BRE�7 500 `r” �+,00` 737+OO 738+ OE 7 9rE00u`=vc 7 0+00,/741+00 eaNE 74 +OO �s.—� -- --_iz X745+ 0_ _m�— --50— —
_yry _ _ _750+00 751+00 0752+00 753+0 754+00 755+00
'28+00 729 — — ' r — 1— —41— ' 743 00 744+00 '7 4T- 747+00 748+�0 749+00 — — ' — -
-�-I—+ $� ��--E- '7T,.,
-+1+-�tiG'r,'R c
N �- --- - �- +----F--�-+-
N WP10881 SLOPE (E) WP1089,1090 (s) 1 WP1091
5: 1 SLOPE
--- -- DU E CREST/q pUNE
t8+00 729+00 730+00 7(S}+90--�3�+1]D - liZ33f00 � 734'+00 _ _7 06 _ 736+00 737+00 738+00 9+00_x4) 740+00_ 741+00' 74� _ _ �4.3 00 J I I I Q
_ .� -745+0 - �7-4fi+08— 747*BQ - X48+DOL 74900- - ESQ+-08-'Sfi+flf)- �52i� - - 7 -53+ -OEC -75#00- - —755+0f)---
73
HJH—
i—i—+$-I---+WP2089 +—F�TMHW
F----I—+LiJ „wP2088 BERM CRESi WP2o90 (2 WP2091
ILLI
W MMHW --- MHW --- MHW —MHW MHW ----HW --- MH � BERM �) MHW ----MHW --- MEAN HIGH WATER —MHW ...—MHW --- MHW -- MHW r,., I Z
I
( -41 20:1 SLOPE i i �---MHW ._MHW...—MHW ---MHW----MHW "I S
-------------------------------- (-2) 20:1 SLOPE 0
- -- --------------
w — — — — — — — — -
-------------------------- -------------------------------
--- --------------- -- -
Z -4) IQ
J MLW MLW ...MLW_.—MLW ... MLW...MLW... MLW ...MLW--- MLW ...MLW... MLW...—MLW... MLW...—MLW ... MLW —..��—MLW ... MLW—...MLW---(- MLW...MLW... M�
MEAN LOW WATER
I _— — — (-4) MEAN TIDE LINE
U� -- — ------ ----- —I -- — �SEAWARDFILLLIMIT---------- -- I ---------------(—
I
;I
oI o, ATLANTIC OCEAN
is
UI
w 41 1w
U) u7i
Z Z,
Q Q
':^
I I LANDWARD FILL LIMIT I�
II REA�REACH
oNs
R Aso; �s°RSAssa R ssa REALS,Co EAN o,,NER R AS— = I , T PRI ICI.0 IN I oRA s REs o E „NER ,F=rER sso � o ER o a ,
JJEACH —
n+—do.� 757+00- 758+00 I 7 g+OOEAc 7BD-�0 _ _ 1H• 763+DD. 764+00_cH765+00 — _ 767+0�Or 768+00 769+00 5�,� _ . — — — J ER A550 774+IID 775+ 1 776+00 _ _ _ _ � .04� a'ASrER asSOL I aASTER ''ssOC
)) REAS aEA�oN� R�NN aE��oNs R NEACANI REACH aEA� CH
770+00 771+00 772+ 773+00 X780+00 1781+00 782+00 Ns REACH 783+00
I' — 761 00 762+00 — — — 7 6+00 — — — — ' ` — — — —•--•—
--+—I-�--$i—+�--=+--h—i+�-- Maj °N�SSOC �� 777+00 778+00 79+00-�_-—i—h� r
5:1 SLOPE 'WP1092' WP1093 WP1094 WP1095 ,WP10960PE
I DUNE CR
EST�q DUNE U
{�1
Q E6+Otr 757+btr--�58+0055+U0-----�61 +0�-760 X63+UL--764+0�-7&�+OD- - _
r�--+�+}I-�- --t-�--- _ - 766+00 7�+a�--768+Q0�"769 00--�7D+-77Y+OQ i72+b8--77-3+Otr 7-74 -77 O —777+ --776-+-00 789+-00- g} ~
I +—I i �- 1 -�-+--I - i +-1 21—F-�- t-�-moi—-�-�-�-t--�-'�-�— h --F X80+-00--- +00 782+00--X83+00 - 7� LLI
WP2092 WP2093 77-1- --� --�--I—O i— _ LLI
LTJ I (_ 2) BERM CRESTS (o) I WP2D94 I I
Z q BERM 2 U)
J I — MEAN HIGH WATER
_ —MHW ... MHW—...—L W ...—MHW— ..—MHW ...—MHW MHW ... MHW—.. MHW ... MHW ... MHW -----
U 20_1 SLOPE MHW—...—MHW.. HW...MHW---- MHW--- (-2 MHW—... MHW—... —...
,_�) ,M MHW MHW z
20:1 SLOPE
-----------------
—I
� LW ...MLW ... MLW ...MLW —...MLW ... MLW ... LW —...MLW ...—MLW ... MLW ...M W ...MLW —...M —...—MLW—...ML �...—MLW.-.— I
�_) ML —...MLW...—ML —...—MLW MLW—1
I— — — — — — f. — —ZLi— — — — _ MEAN LOW WATER MEAN TIDE LINE
II
SEAWARD FILL LIMIT — - — —
C1 I
I
U
wi
Z�
Q
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
C�OCEAN
�I
Ld
LO
ZIQ
II
100' 0' 100'
SCALE: 1`100
F Z
W 0
O
Z
Cj
a
F-
7 Lu
W N
OQx
zx0
�LL
x0
C m a Z
LU
Z
C0 a
U w
W
X�O
Wx
N
0
¢
LL Lu
F
awl
U) F
0 ¢
W
m
U
E
L:.
AL �' =
23487
;,�J `•.tic I raE:�`�=
PF �:
•,o ,t,y o . M
`SEAL "",,••Q/Z7/I9
ITT
Sheet
Reference No.
200'
C-123
Sheet 22 of 66
�i
DRAWING SCALES SHOWN BASED ON 22 x34 DRAWING
a�
o
�
`
z
-t
z
w
m
,1EC
3ma
�
LL
z
r z
za
�Jw
o
- L
��EC
�,CR
c
Ies
awl
r
1.a
E
L:.
AL �' =
23487
;,�J `•.tic I raE:�`�=
PF �:
•,o ,t,y o . M
`SEAL "",,••Q/Z7/I9
ITT
Sheet
Reference No.
200'
C-123
Sheet 22 of 66
�i
DRAWING SCALES SHOWN BASED ON 22 x34 DRAWING
❑C
B
�—T
U WP2095
W -- -4)
MHW--- MHW—...
Z MHWT MHW—...—MHW----
tML_ I
J 20:1 SLOPE
-------------
- ----------------
i
W ...—MLW ...MLW...MLW ...MLW...MLW-
vl
UI
Ed
v71
MHW
BERM CREST/
� BERM
...—MHW_ —__— MHW...MHW—..._
MLW...—MLW RLW—..--MLW
— — — — — —MEAN TIDE LINE
C-C3o0
4 5
�a
LANDWAR FILL LIMIT �
aPE NFN B AEN rN°MAs JEFFEANN H
—
a�eEvr.... ,
BR�rN, p,
_ L
79wa� x oR°,
9+00J
8' 805+00 e/A
6tY�-�8" " � . re ' 803+00 � 8o4+oa
resA cs,nrc
1 — — — — 807+ LLc808�0 oa809+�81E0+00 871+00
801 00 802+00 806+00 1
wP1100 wP11oi ��' :1 LOPE Q
DUNE REST/q DNE-------____ _) o
W
799+00 X1800+00 801+ 0;
❑C
SKiNNEk, isH GNAHFM. OVEk, C2 i\
LANDWARD FILL LI IT ,A ANE E H<RE IGSEP 161N
- IlE KNOLL —NE., Assoc EwE KN�u ,GUNE� u�_c nNEs Assoc ETux nrcKA M ..�N�r ei� _ cGTTEN Erux �ATHEcirv- s�
ICE HOM G +NEa r FiN a�� Tc Ell ETFs
FN TEaa l _
as,oc ccNE_i-, caNEo HM Gvweks Aswc. ocE �_
- owNEF.. i X15` - �
J e..NKs o GENESIS c rv�a Hu ovmEres A.,.,o �EN� ' co"oo HM G H
851+00 852+Od14) 853+ �5�+00 856+00 857 00 _ i
1�'4v 844+00 845+00 — . — — . �_ — — — . — — . 5 — (°862+0 863+0� 864+q0 865+0 866+Oi� 867+00
842+00 4�3+00 __ 4+ � � � ' 84fi+00 � ' 848+0q 849+00 '' _ - _ -- -- 858+00 859+001 _ 861T+00 _ }— �-�- -�H
N -- —
41+00 �p -i�-�i - -- - -- - -i—-$—WP111 --� -+$wpil SLOPE 3
—F-�-� -�--moi—F - WE
Sr4 """'"--�`+� (c) WP1109� 5:1 -SLOPE WP1110 -- --5 1 -- - --
U wP11os DUNE CREST/� DUNE -�
"' 863+00 864+00 865+00 866+00 867+00 Q
H-�'"�--- ---' 8424')+00 845+00 846+00 847+00 848+00 849+00 850+00.. 851+00 .4) 852+00 853+00 854+00 855+00 856+00 857+00 858+00 859+00 860+00 861+00 862+00 -_+- - -I—+�
LJ 'J8 1+00 842+00 843+00 -moi �- t�'? + -+-t---+—I-�- +-t-�-moi -��-}--I + WP2109
L,.J 40+00 —� i—H—�-_F_ WP2107 WP2108
+�-4--i—H WP2106 2 BERM CREST/ L�.I
U) --�� WP2105 ) q BERM
{e)— MEAN HIGH WATER � Z
_ 1-L� M W---MHW--- MHW---MH —
a
MHW----MHW— ---MHW----MHW--MHW MHW- -MHW---MHW.. MHW...—MHW --- MHW---MHW... MHW MHW J
MHW— 20:1 SLOPE — — —------------------------
- MHW ---
WW �--- 20:1 SLOPE _--------------------------------------- --------------------------
= MH T _...—MLW �= LW .—MLW—. —MLW—.. MLW .. LW ( uJ--- MLW I ._ LW= =MLW ... L MEAML
N WTIDE LINE M w ... MLW ... ML MLW —M i._ C LW ... ML ...—MLW ..IQ
Z L ti
U MLW MEAN LOW WATER
F- W— —
Q e) _ SEAWARD FILL LIMAL
IT — —
- I C-300
I
DOGWOOD CIRCLE
1 1 1 1
r ATLANTIC OCEAN
w
z
a.
� Z
W 0
O
Z
n
OR
a
m Lu
W N
0 m
zx0
LL
x0
C Lu a 2
Ly
Z
CO t0
¢�
U w
0 W
IXmO
Wx
0aF
mN
LL ¢
U
0 ¢
w
m
IL ¢
U
_881+100
E P103+OOEG Ga84 00 885+00
I—
LANDWARD FILL LIMIT
- DUNE CREST/� DUNE
OR
a �
--
8+00 869+00
�h
--
8N+00
o
IH , H \„+TEHGRIT
p H A k
aRG,\.N M«A TE. k,GGEks. 'LL
rE`"LRA G,s kG, H ,R S -TS Rs
BPrANT, MARK \, R ,FM s k
VICTOR kE=T P>RK ET,h E—T, kA \
v���
Z�.���872+0,�"'2) 1
T -,oc.
1
EEfFr.
ETU, „ A
882+00 I14)
GNETNs I'E�EEEk. aEk
GSEPH
"VNE GN
eE, koM— " �i87+00 G
HORACE C
POfIELL LLC
888+00
KNOTT, LE SOq�uRNG$
"ARG IU T G IV
8i3§V66 8�T6`+6�h
GE a MILLERFE-
� MARLEY,ViRGIN EreVlE �S
AT Vff Eux re � rkusr
X891+00— 892+00 ��) 893 00 8941+00 T 89�++@VB;A c E
X868+OP
870+0�
869+00 -•-�
871+op
873+0�
� ' — 3+—8T+0�7 875+00
_
—876+Oi7 877+0� 878+ -879+00
880+�0
_881+100
E P103+OOEG Ga84 00 885+00
8 6+00
WP1115
—
— + —
Y, 5:1 SLOPE
I—
- - -- -- -- --
- DUNE CREST/� DUNE
OR
a �
--
8+00 869+00
�h
--
8N+00
871+00 872+00 873+00 874+00 875+00 876+00 877+00
878+00 879+00 880+00 881+00 61§2+00
883+00 884+00 885+00 886+00 887+00
--+-t-�-
888+00 889+00 890+00
-�-�-I—+
891+00 892+00 893+00
--+-
Q -�-t-�-
za
��w
+—I-�- -t-�-�i—I-�-�-�-�i—+—I-
WP2111
WP2112
`
I I
`o
WP2110
BERM CREST/ (n)
(2)
Lei I
ro)
BERM
MEAN HIGH WATER
o)
Z ...
MHW
... MHW
... MHW ... MHW ...
MHW ... MHW —...
MHW
... MHW ...
MHW ... MHW ...
W ...— MHW ...
HW ... MHW —...
MHW
MHMP) --.
M W —... MHW ... M
JI
20:1 SLOPE
— — — — —
— — — ---
— -- —
=I—
—
_ —
—
— — — — —
—
—
— — —
Q `.ML
---
MLWMLW—MLW
---MLW ----MLWMLWMLWLW—,%-,�
MLW-MLW—MLW
---MLW ----MLW
-MLW—MI
----MLW MLW—
< R
MEAN TIDE LINE
MEAN LOW WATER
—
— —
— — — — — —
t — — — — —
_
SEAWARD FILL LIMIT
---------
------
1 g'
C-300
I
-81
r
ATLANTIC OCEAN
t
e,
U I
LL -1
8
Z:z
<1
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
N
894+00 895+00 JT
I~
W
Ld
S
W ----MHW ---J Cn
20:1 SLOPE
W
...MLW...—MLW Z
1=
I�
100' 0' 100'
SCALE: 1`100
"TME-SLL kGEE .
OR
a �
o
&
z
s��i
z
Q
m
oi�
mcEr
m�
oN��
_ J
oz
< o
G-
LL
z
za
��w
L
Ies
awy
`o
E
v
AL �: =
23487
D .. MP .
`SEAL , W' Z7/I9
QE
Sheet
Reference No.
200'
C-125
Sheet 24 of 66
Ei
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
❑C
B
PINEWOOD DR1VE--�--�--
ANDWARD FILL LIMIT
��� o"sE"o,
C
P„BLD,�E. BTA�AI E Lre ,QED BE"TALB LLE �,;�D "E"TALE LLE a'sR"ETA;"T n NK,ViILL�Snw C I �ROSSPAUL "Es Ere, EL SDET" S"DE. FALro" ,�SDD�EE ED�,�"D Ere. Ld�ti^.�', "01,,E, MURRILL � "'T;ELD. reg:
e� E EINE"T L re ETD" EDE ETPx "A"Pr " �re ETPx ware" E "DusE EEE ETDx XnYAA Enx BRENDA ETDx TES" BS� SS
+00 re89400ETZEL,PauL Snw'T. rre ET iux P r"�g00�00"scv.reor�01�00Ta�a" x902+000 Tree 90300 90400 90)5 OCL 906too -� X908 Obi "c reEE s JAXES G Ea " I a�'rvESEEv "" ac" erec "" E•ia"s aso sc T
Hers eEFL Ea — 90400MHV TA 91000 JR — •HEFE91400 Rin L 91fi$00 917+00 918+OO BLE reE919iE 00 on,a L o0"921+00 rr i
8998 00 _ 899 E0� . — — T . — — — — — r — i 907 E00 1 — — • r 911 00 912 00 9130 914 00 �i — — i_ — _ T — . �+ — . —i— -19) 920400 9'�2+00 9 3+00
-wP1116 5'-1 SLOPE wP1117 5: 1 SLOP
6)
cV --�-- -- -- ar -- wP111s
-- DUNE C EST/� D NE
9fi+00 I 897+00 898+00 (2) 899+00 900+00 901+00 902+00 903+00 904+00 905+00 906+00 907+00 908+ -9 9 -9 J -{J 9 �J -9 - 9 + +00 1+00 922+00 923+00
Uw
13 --o----}�-�-�-t-----�-+- - -�-�- {—r�-�-f--- {PT21+15 A , — WP21-16BERM CREST/
Q
W
� BERM (2; MEAN HIGH WATER n
I-) -`) Z
(n - MH - MHW --- Mi•i ----MHW — MH MHW --- MH ----MHW—MHW- MHW ----MHW ----'MHW—MHW MHW -----MHW ----MHW—MHW MHW -----MHW ----MHW MHW
20:1 SLOPE
ZI I 20:1 SLOPE I
-- �_'r---------------------------------- --------------------------
W—I — — —
U
LL'MLW— �.—MLW ..MLW ...—MLW .MLW .—MLW ... MLW ...—MLW .MLW.—MLW�... Q...J
J ; MEAN TIDE LINE MEAN LOW WATER
H I I a1
— — — — — — — — — — — — — — — — — — — — — — — — — — — — ---
\ -}
I
Cl e) SEAWARD FILL LIMIT
T .. C-300
�& I
sT
r I
vIW
z
Z I
Q
II
I
r� I^I
Apo
r 1 ATLANTIC OCEAN
a
U �
W N
Do
U)
4ZIQD'
0) n
U w
I
/ I
hVOLL'NOOD DRIVE N I I I I I I I I
* I I I I I I I I I I I I I I I I I I
(T S)
ba) (LANDWARD FILL LIMITI 6''�
D
DD� �" p �) -- �E 11 A
EEE EN BARGEE. reP"a ."THA ETSL JT, B D"ELLE I DiLLr reD_s TH PEPPr eTN N a o Tre I D "oL " E D"E IDITT, DBAL DA. ,,,EST D — — —
$28+00 D`00- +00 1. — � s 933+00 D 34+00 035 'ii E D 936+00 937+00 968+00 9 +00 940+00 941+00 —942+00 943+00 944+00 —945+00 94fi+00 947+00 / 48 s951+00—
1 A10"DSV, NARY Fox, DAME P CARTER
'
FsrS1EreE re .E
C 24+00 25+00 326+0027+00 — T ' — 931+00 9�32+00re — — - — — • — — r — — T — �) 948+00 949+00 50+00
_� �_�-h—{—h��-�- -I—+—I- i -f-+-� _I—{ _+J_ _�{—hl
I WP1119 WP1120 5:1 SI nPE WP1121
5:1 SLOPE
DUNE CR ST/q DUNE 951 -- N
----y4T+00 94tf __ X43_+00 944+00 94,5,t00 946+00 947+00 948+00 949 00 +00
- -- 939+00 940+00 -- -- +�+-- +00 � r
X24+00 925+00 6+00 + 0 928+00 929+00 930+00 931+00 932+00 933+00 934+00 935+00 936+00 937+00,, 936+00 }�_ —{•- --G�- h�-�-�- = = fi—t $- -
Q -+-+-� r WP211�-� }—_� WP2118 WP2119 I U
o) BERM CREST/ e; I I W
W 2MHW MHW < <,... MHW----MHW--- M W—_._ W
Z I —MHW ----MHW MHW - —MEI —MHW ----MHW— MHW-- MHW - MEAN MHW HIGH WATER W MHW MHW MH —MHW --- SLOPE MHW_ MHI
BERM
J 20:1 SLOPE --------- ----------- — — — — — — — — —----------
_ ------ M
U MLW —... LW ... MLW ... M W— ... MLW ... M W LW— _
H- ...—MLW Vii- MLW...MLW... MLW...MLW... MLW...—MLW----MLW MLW... LW I —MLW—...—M W �...— M w—� W
i "
MEAN TIDE LINE —
Q MEAN LOW WATER '
—---------- _Iz
_ — — — — — — — — — — — — — — — — — — — — — — — 77-1
I S
SEAWARD FILL LIMIT I U
I
4)
C1 '
s) C-300 I I
i i• 51
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
ATLANTIC OCEAN
pI
r
F-
10) W:
zI
a
�I
� I
r .
C) I
W co;
z
a
o'
~I
100' 0' 100' 200'
SCALE: 1`100'
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
Q
Z
z
O
0
ZQ
J
a
7 Lu
W N
OQx
zxO
�LL
xO
C m
Lu
Z
0) n
U w
W
CCOxO
Wx
N
0
¢
LL LU
F_
awy
U) F
0 ¢
W
m
U
E
23487
`SEAL "",,••Q/Z7/I9
Sheet
Reference No.
C-126
Sheet 25 of 66
Ji
>
oE
a�
o
E a
ED
z
-i
AC
w
C,
oi�
3I
_ J
ao
LL
z
T z
za
��I
L
IS
,A 0s
awy
E
23487
`SEAL "",,••Q/Z7/I9
Sheet
Reference No.
C-126
Sheet 25 of 66
Ji
❑C
B
i '
i
Fis,Ac I �A� ILI-�NDWARD FILL LIMIT
1 .....sloe " ie .Ev irvc h1 E) I ecPoss i.c
AiLANPS LO.G N
W I tl�) LN.,�E BEACH LIC
r�LL
9s2+oo \ R.a..... .i.iA e a Ga&s
i \954+00 955+OU' / \ 9 7+00 958+00 959+00 960+00 9e1+00 962+O�d 963+00 964+00 965+00 946+00.M ��c967+00 r� �� 961'8+00 969+00 ^ _ 971+0 972+00 973+00 974+00 1''� —
953+00 \ _ / \_ — — . — — . — — — _ — — _ s . _ / 970+00 re& .- -H TO L — — . — — „
- ��+—r �' i+ 9�5+- + r�-�- '�) �'1'�1�-- -�-I J +—I-�-T-t-+`---+—��I--��-+- tV' — rte oo 976+00 977+00 --S:�-SLOP --� -_ 7 P1124 -�'� 1 --H-
��'
N
ZQ
J
-J
i 952+00 95 -t.00 954+00
955+00 956+00
U -�-_- -I
I-�-i- 0 -F
WP2120,
WP217
H
U
LLIW
W
EI
ZI_
0
¢
--MHW � ��- MHW
-- MH ---
-LW--SM1L
- — 20:1 SLOPE
W
Z
...MLW._Ml
J
�I
Q
_- W 112 'sL W 5:1 SLOPE (4)
DUNE CREST/q DU E (2)
7+00 _45B+Il0__ 959+00_ 960+00 9 1+00 96Q+00 963+00 9 4+00 965+00 9 6+00 967+ 0 9 8+00 969+00 970+00 971+00 972+00 973+00 974+ 0 975+00 976+00 977+00
WP2122 - ---- _ WP2123-----
BERM CREST/T`
-
q BERM
MEAN HIGH WATER
MHW ...—MHW —... MHW -----MHW -- iviHW ...—MHW ... MHW ----MHW --- HW ...—MHW ... HW ----MHW HW ... MHW
M W-----MHW_--N
— — —__—__—_—__--------------
_
_ 20
1 SLOPE
—__—__—__—__--
--
I --.-.
-
MLW ...—M-MLW-_—I-W - MLW ...—MLW _-MLW--MLW-- LW---MLW MLW .. MLW
MEAN TIDE LINE MEAN LOW WATER 5)
i
SEAWARD FILL LIMIT
a;
Cl 6,
I ATLANTIC OCEAN C-3oo
00
F -
LO
I a,
[<1 F-
MLW
979+00 h Q
I�
IZ
W S
ML J <
i
/ LANDWARD FILL LIMIT
li 0
), a) I corvoo ow.eres \ / 1 � 1004+00 1005+00 � A 1007+00
I oc.a. os o i14) / 1001+00 1002+0,,0, \ \ "12) \ _
(t �: c (, �: ou.scrc. -LAS - —— — 1006+00
I re calloo — — — — -992+00 99 +00 —994+00 X995+00 996+00 / \ . 998+00 999+0`�% 1000+00 \ 1001 _ _ _ J
I — — . — . — — CAINS / 997+00 A +-�--�� --��—_ 1
. AN .....u.T, �e5+0o s6+oo _
980 l 4+00 991+-00 -+-
u 9 — —987+00 988+00 989+00 9--++--
H--� }-� 'c WP1127
+o0 981+00 982+00 9 +00 T 4- F1 � wP1126---------------- 5:1 SLOPE----- --- --
00
---- - -
wP1125 -D f CREST UNE
5:1 SLOPE z; /� D--- � -�— I �
_�--+--}-----+--r-I
993 00 994+00 J95+00 996+00 997+00 998+00 999+ 00 I-100++0 1001+00 1002+00 1003+00 1004+00 1005+00 11006+00 100 +
)') 985+00 �86+00 987+00 988+00 989+00 990+00 991+00 992+00 +
9&3+DO +00 _-+--�-�-i
�- H—+�-�- Lei W 212 I U
�S�+oo _ -�--- wP2124 BERM CREST/
�)
q BERM __ HW-----MHW MH
MEAN HIGH WATER MHW== —M
��.. MH MHt^+�—...MH MHWMHW----MHW----MHW --MHW —MHW —MHW= —MHW ---MHW- -- -------------------
----- MHW —... MH ... _
-..—MHW '_ __—_---------- - w1LW -- ML MLW -
- 20:1 SLOPE -- — — w— —
W I U)
----------
-- ----------------
MLW —...-MLW-
W—MLW— .. —MLW— —MLW
MLW
MLW—.�..—MLW MLW...—MLW— ..MLW—...—MLW MLW T-
---— MEAN LOW WATER LLJ
_
MEAN TIDE LINE— --- _--- -- --�— --�Z
— SEAWARD FILL LIMIT _
0-300 I Q
I�
ATLANTIC OCEAN
� I
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
100'
I
I
I
i
I
0' 100' 200'
SCALE: 1`100'
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
Q
F Z
W 0
O
ZQ
J
BE)I
7 Lu
WN
OQx
zx0
Ui
C Lua0. Z
Ly
Z
U
Bn
W
EI
ZI_
0
¢
LLLU
F
awy
Q,
Of
IL Q
U
f
r1
�I
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
100'
I
I
I
i
I
0' 100' 200'
SCALE: 1`100'
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
Q
F Z
W 0
O
ZQ
J
a
7 Lu
WN
OQx
zx0
�LL
x0
C Lua0. Z
Ly
Z
0) 00
U w
W
LU 0CCmO
W Nx
0
¢
LLLU
F
awy
U) F
0¢
W
m
IL Q
U
E
V - AL �' 3
23487 =
`SEAL "",,••Q/Z7/I9
Sheet
Reference No.
C-127
Sheet 26 of 66
�i
>
a �
o
CA
.E a
zory� z
M�
a
m
oic�
N, r
<
�
LL
r z
za
L
��tll
Ies
awy
_ `jA o
a
E
V - AL �' 3
23487 =
`SEAL "",,••Q/Z7/I9
Sheet
Reference No.
C-127
Sheet 26 of 66
�i
H DUNE CREST/q DUNE
W
W 1008+00 1009+00�; 1010+00 1011+00 1012+00 1 13+00 1014+00 1015+00 1016+00 1017+00 1018+00 1019+00 1020+00 1021+00 1022+00
_++
__�_ —
_ —+—I- WP2126
Un BERM CREST/
°) BERM
I MEAN HIGH WATER
W ...—MHW —...—MHW ...— MH� MHW --- MHW ... MHW ... MHW ... MHW .. MHW ... MHW
z ---- MHW
--- - --
------ -
-- ----- — — — —
------ ------
------ ------
U MLW—_.—MLW —... MLW —i...—MLW ... MLW ...—MLW ... MLW...MLS... nwiw=
MLW — — — — — — — — —
Q -a) i — — — MEAN TIDE LINE
SEAWARD FILL LIMIT
i� i C-300
ATLANTIC OCEAN
DUNE CREST/q DUNE
I
I2
Z
n
III �
E R� �E�Rs LAB
la
r�
ANDW RD FI
x x CORAL BAP C cOReOR
"
X1009+00
—
S—LIK BE,£RLT ETIL CORAL BAY
m m
.L°)
_
1010+00 1011 0ID%-X12+0� - +00 �014+�0 -
N 'i1008+QQ;)
- -+-t-�-
U - 5:1 SLOPE wP1128
+00� — — . — — — — — —
1016+00 1017+00 1018+00 1019+00
+—I- . -t-
' �1 , \21+100 1122+ O N ig23+ 0 10241+0 10-4i
1020+00 I
—
-i-I
H DUNE CREST/q DUNE
W
W 1008+00 1009+00�; 1010+00 1011+00 1012+00 1 13+00 1014+00 1015+00 1016+00 1017+00 1018+00 1019+00 1020+00 1021+00 1022+00
_++
__�_ —
_ —+—I- WP2126
Un BERM CREST/
°) BERM
I MEAN HIGH WATER
W ...—MHW —...—MHW ...— MH� MHW --- MHW ... MHW ... MHW ... MHW .. MHW ... MHW
z ---- MHW
--- - --
------ -
-- ----- — — — —
------ ------
------ ------
U MLW—_.—MLW —... MLW —i...—MLW ... MLW ...—MLW ... MLW...MLS... nwiw=
MLW — — — — — — — — —
Q -a) i — — — MEAN TIDE LINE
SEAWARD FILL LIMIT
i� i C-300
ATLANTIC OCEAN
1027+00
cw
-
=;,z) o
_
+00 1032+00 033+00 1034+00+00
1028+00 \ -----------r------1035+00
5:1SLOPE wP1129 F% I Q
12,
023+00 1024+00 1025+00 1026+00 1027+00 1028+00 1029+00 1030+00 1031+00 1032+00 133+00 1034+00 1035+00 I W
--�-�-� ��-�-�- --��—_ -�-- -moi—iz
i WP 2-7
. , WP2128
I=
U
-MHW—...—MHW..MHW—.-.—MHW.. MHW...MHW--- MHW-- MHW... ~
� Q
-- -- — -- — -- — -- —i
--------------
LW ..MLW —...M W...—MLW ...M W... ...ML ...—MLWJ
MEAN LOW WATER
a `
Co I
UI
wlLn
F-
~
I
DUNE CREST/q DUNE
I
I2
Z
n
III �
E R� �E�Rs LAB
la
r�
� ` \III
r _
I 1036+00
10440+00
16.7100 1038+00 1039+00 1041+00
�-
f�$1- - -�-+-
Q
5:-1 SL(WP113o7
II
1036+00
((
1037+OOZ`E 1038+00 1039+00 1040+00 1041+00
W rte—
Z
—+—�—�— —�—
WP2129
JI
WP2131
I
U
o
H MHW---
MHW MHW----MHW
L�
t_Z)---MHW---
I
-------------- -- —
MLJ
I
I
MLW ---MLW ---MLW —
T F)
1027+00
cw
-
=;,z) o
_
+00 1032+00 033+00 1034+00+00
1028+00 \ -----------r------1035+00
5:1SLOPE wP1129 F% I Q
12,
023+00 1024+00 1025+00 1026+00 1027+00 1028+00 1029+00 1030+00 1031+00 1032+00 133+00 1034+00 1035+00 I W
--�-�-� ��-�-�- --��—_ -�-- -moi—iz
i WP 2-7
. , WP2128
I=
U
-MHW—...—MHW..MHW—.-.—MHW.. MHW...MHW--- MHW-- MHW... ~
� Q
-- -- — -- — -- — -- —i
--------------
LW ..MLW —...M W...—MLW ...M W... ...ML ...—MLWJ
MEAN LOW WATER
a `
Co I
UI
wlLn
F-
~
I
1042+0
�4
MLW
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
0
DUNE CREST/q DUNE
'-)
Z
n
-T
L
1643+00 1044+00 1045+00
1046+00 1047+00
i
1051+09 1052+00 1'053+00
I TIE
I F I I I I
1 1 I I
1 ®I
U w
W
N
BERM CREST/
0
�jjw
LLLU
F
WP2131
I
q BERM
MHW I --- MHW--
o
MHW— V MHW
MHW MHW --r
L�
LANDWARD FILL LIMIT
I
1
I
L°43+00 1044+00 1045+00
1042+00 — — — — , — —
1046+00 1047+00 1048+00 1049+�bt)
. — — • — — • — — —
1050+00 1051+00
— - — — — —
1052+00 h053+00 1054+00 1055+00— — , — — ,
— — •i — — — 1056+00 1057+00
— — _ _ _ _
1058+00.'0- 1059+00 b�160+00 1061+00
063+00J N
1062+00 1
i--1—iy+---��+-t-
--t-- - -+-
- -
5:1 SLOPE
f-- - --t-�-�-I--r7,
i—f�F-�-
5:1 SLOPE
WP1131 I U
1042+0
�4
MLW
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335 FOR CROSS SECTIONS.
0
DUNE CREST/q DUNE
'-)
Z
n
1 ~
L
1643+00 1044+00 1045+00
1046+00 1047+00
1048+00 1049+00 1050+00
1051+09 1052+00 1'053+00
1054+00 1055+00 1056+00 1057+00 1058+00 1059+00 1060+00 1061+00 1062+00 1'063+00 LLI
I W
_�-+-F$------t---I�`F+---$-�-1
0) a)
U w
W
WP2132
BERM CREST/
0
WP2130
LLLU
F
WP2131
I
q BERM
MHW I --- MHW--
MEAN HIGH WATER,
MHW - MHW----
MHW— V MHW
MHW MHW --r
`0)
MHW ----MHW HW MHW HW MHW - HW —rIHW -I W
---- --
----------------------------------
---------
-------------------------------------------------�---- J
MLW ----MLW
- MLW-�—MLW
MLW ----MLW
�--MLW--MLWMLW
----MLW ---MLW ----MLW MLW MLy1} ----MLW ---��
MEAN TIDE LINE
MEAN LOW WATER
I
I Q
---------------- ---T—
SEAWARD FILL LIMIT
c1
ATLANTIC OCEAN C -30o
Co
e) co i Co
Z -5% Z
of
¢ ¢I
100' 0'
.---j
100' 200'
SCALE: 1'•=100'
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
Q
Z
,
W 0
O
Z
n
a
7 Lu
W N
OQx
zx0
LL
x0
C Lu a 2
Ly
Z
0) a)
U w
W
LUWCC
x
in
0
It
LLLU
F
awl
U) F
0¢
W
m
U
E
IT)
10:4 �1'1' *- " AL
A _ 23487
SEAL Y '?
Sheet
Reference No.
C-128
Sheet 27 of 66
�i
>
a �
�
o
E a
z
-
z
w
m
oi�
oma
LL
z
T z
�¢
�Jw
- L
c
Ies
awl
_ `
o
lz
a
AA
E
IT)
10:4 �1'1' *- " AL
A _ 23487
SEAL Y '?
Sheet
Reference No.
C-128
Sheet 27 of 66
�i
IC
B
r—�— �---1 �I I III
W I I I j
lel -
�l�1 1
w 1 lw w
wl 1 1 1 1 1 1 �I�l 1 1 w �
w 1
_ 1
�a
z w
0
�
� r T
a n r r z
0
rc z
r ` I
m vu ��c J_ 1 _ _ 2 K
o a p , i 1 111
I
LL
m o LLi J ,
, N
w w w
a
��� 1 r 1 AL 1 _= I m I a _ �RA�u��tiE 1CHAEL��N o - )
5:1 SLOPE
N 1064+00 1065+00
00 1066+0o �' �- — ' T — ' T — H— • DUNE CREST/q DUNE (j4) ����������� �
• 1067+00 1068+00 1069+00 1070+00 1071+00 1072+00 1073+0p (^") `��
n --r 074+00 075+00 1077+00 LANDWARD FILL LIMIT ^) bo)
- wP1132 +-� _+ 076+00 L 1079+00 DUNE CREST/� DUNE �— —
U �
5:1 SLOPE ) � 'F---�_ + .10?a+off 1a8o+oo— � � �) --- ---•-- — ---
W 1064+00 1065+00 1066+00 1067+00 1068+00 1069+00 1070+00 1071+00 1072+�Ei1073+00 1074+00 �1)-F�_�081+00 + 1082+00 1 1084+ 'yam
083+od t°) � I
W -- "^� �_~4— - -�-+-T—MH
13�H_�-- 1075+00 1076+00 ).,; ~�+- _�__ 00 1085+00 1086+00 1087+00,�� 1088+00 1089+00 1090+00 1091+00
_ +—H�-_H-(" ��- 1077+00-�7r-f-+-�- W
i�-}�i� 1078+00 WP1133- 5:1 SLOPE +—H� �---�'-�-'�-
C BERM CREST/ }�H_ 1079+00 080+00 I Z
BERM MEAN HIGH WATE�'( -+---�_1081+00 1082+00 1083+ao a) I =
"—MHW— _1084+00 1085+00 1086+00 1087+00 1088+00 1089+00 1090+00 1091+00MHW—...—MH —MHWR ---TIW �-M W—"--MHW----MW...\o, - - - --�i } _ —M � �—H MHW—..._MH _ WP21334—~-
MHW_...MHq BERMBERM RESTAVJ---
_ .. MLW MLW LW --
W�---RM
(i � i MLW �.
HW_ —
� � � I � MLW �...-------_ I
MEAN LOW WATER SEAWARD FILL LIMIT MHw
— _ — — — � � � � � LWT .-------- ' MHW----MHW MHW ----MHW_---
iW�"_ MLW � MHW
_ 1 — MLW �...�ML------------------------I
MEAN TIDE LINE - 1
— — — — — — — — — i �"_ � MLW----MLW —r0 - �)
C-3oo C-3oo ATLANTIC OCEAN —I
Cl
Co i C-300
rn
10I�
00 C�
C) w I C-300
m
z,
Kl
1092+00
Q�-
I
I DUNE CREST/�
a
DUNE
n,scenvE,&ICHAECu `--
I
�) LANDWARD FILL LIMIT
7 Lu
W N
�
(
C m " z
Lu F -m
Z
J
J I WP1134 I
—
— — — —
_ _ 110?+p000
1104+
I (-)
��tll
5:1 SLOPE
%E;•
11092+00 1093+00 094+00 1095+00 1096+00 1097+00 1098+00
1099+00 1100+00 1101+00
1102+�+�F} WP2137
E
WP 2135
WP2136 /
o
CREST/
BERM
1
...
MEAN HIGH
WATER
`)
�y
2,MHW---TMHWMHW----MHW
J�EERM
—MHW
... —MHW
----MHW�---�._
MEAN TIDE LNE
ML1iG...—MLW
......MLW
...
MLW —...MLW
...MLW
Vt-"�o—MLW
-
MEAN LOW WATER
— — —
- — _I
(-4) I
C, �
( 4)SEAWARD
FILL LIMIT
c
w
z l
Al
C-300 REACH 10
500' TAPER
w ATLANTIC OCEAN
l
z
I
~I
NOTES:
1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLES.
2. SEE SHEETS C-301 THRU C-335
FOR CROSS SECTIONS.
Al mq-
100' 0' 100' 200'
SCALE: 1'•=100'
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
Q
F Z
W 0
O
Z
Cj
a
F-
7 Lu
W N
0U)
ZLu x0
2 L
x0
C m " z
Lu F -m
Z
N N
U w
0 W
LU
CC
w0)
mN
0
��tll
LL ¢
F Lu
U
0
w
m
IL Q
U
E
- AL �' 3
c 23487 i
;,�J `•.tic I r�F:``�`�_
•,o ,t,y o . M
SEAL
m
Sheet
Reference No.
C-129
Sheet 28 of 66
�i
>
a�
E a
&
z
z
Q
m
azo
<
oma
_ J
R
�
LL
r z
�a
- L
��tll
c
Ies
aWI
_ `o
a
E
- AL �' 3
c 23487 i
;,�J `•.tic I r�F:``�`�_
•,o ,t,y o . M
SEAL
m
Sheet
Reference No.
C-129
Sheet 28 of 66
�i
o■
um
20
W 0
-10-
-100
m
w
-10-
-100
0 100 200 300
DISTANCE (FEET)
NOTE:
FIELD FIT THE LANDWARD DUNE CREST TIE IN, IF ELEVATION OF THE EXISTING VEGETATION LINE IS
HIGHER THAN THE FINAL ELEVATION OF THE DUNE CREST DESIGN, THE DUNE CREST WILL BE
CONSTRUCTED TO TIE IN AT THE ELEVATION OF THE CONSTRUCTED DUNE CREST. IF ELEVATION OF
THE EXISTING VEGETATION LINE IS LOWER THAN THE FINAL ELEVATION OF THE DUNE CREST DESIGN,
THE DUNE WILL BE CONSTRUCTED TO TIE INTO THE VEGETATION LINE WITH A 1:5 BACK SLOPE UP
TO THE FINAL ELEVATION OF THE CONSTRUCTED DUNE.
C1 LEVEL DUNE BEACH NOURISHMENT FILL TOLERANCE SECTION
C-300 SCALE: 1"=40'
DUNE
BERM
DISTANCE VARIES
T
r�
a
9
FACE
EVEL BERM
DISTANCE V
RIES
r�
oz
a¢
LL
z
��
z
'AIDTH VARIES
z
LEVEL DUN
EL VAR
ES
DE
IGN FILL
moo
° W z
_ o
a
ALONG
CREST & FACE
WIDTH VARIE S BERM
0.50'
\
�0.
±0.50 FOOT
TOLERANCE
IE 2
MidWEL+1.5
-
LE
EL BERM
APPROX
EXIST. GRA
)E
EL +9.0
WID
M
W EL -2.3
WID
H VARIES
LIMIT
CD
---
EL V RIES
>
PLANTING
FACE OF BER
LIMITS,
SEE NOTE 1
w
ffiEACH
FILL
�
APPR X
-
.7
EXIST. GRADE
�
\
\ \cS
\
V A
0.50'
Li
z
�
�
a\�
V
Ate-
- - -
EL VARIES
DESIGN FILL
ILL
F-
0.50'
t0.5
FOOT
w
C`'
--
TOLE
ANCE
\
<�O�E
M
W EL +1.5
\\
-
KA
ri
W
t
_
M
WEL-2.3
APPROX
DE-/
-
-�
i ---
EXIST. GRACE-/
- -
m
w
-10-
-100
0 100 200 300
DISTANCE (FEET)
NOTE:
FIELD FIT THE LANDWARD DUNE CREST TIE IN, IF ELEVATION OF THE EXISTING VEGETATION LINE IS
HIGHER THAN THE FINAL ELEVATION OF THE DUNE CREST DESIGN, THE DUNE CREST WILL BE
CONSTRUCTED TO TIE IN AT THE ELEVATION OF THE CONSTRUCTED DUNE CREST. IF ELEVATION OF
THE EXISTING VEGETATION LINE IS LOWER THAN THE FINAL ELEVATION OF THE DUNE CREST DESIGN,
THE DUNE WILL BE CONSTRUCTED TO TIE INTO THE VEGETATION LINE WITH A 1:5 BACK SLOPE UP
TO THE FINAL ELEVATION OF THE CONSTRUCTED DUNE.
C1 LEVEL DUNE BEACH NOURISHMENT FILL TOLERANCE SECTION
C-300 SCALE: 1"=40'
0 100 200
DISTANCE (FEET)
Al BERM BEACH NOURISHMENT FILL TOLERANCE SECTION
ll!C-300 SCALE: 1"=40'
am
w
-10
300
20 20
10 OD —10
OD Ca
0 0
z
z z
F- F -
w w
w w
w w
0 0
F- F-
W W
J J
0 W w 0
-10
400
-10
-100
DUNE
BERM
DISTANCE VARIES
T
r�
a
9
FACE
EVEL BERM
DISTANCE V1
RIES
r�
oz
a¢
LL
z
��
z
'AIDTH VARIES
z
0.50'
EL VAR
ES
DE
IGN FILL
moo
° W z
_ o
a
ALONG
CREST & FACE
30'-0" BERM
0.50'
\
�0.
±0.50 FOOT
TOLERANCE
IE 2
MidWEL+1.5
-
LE
EL BERM
APPROX
EXIST. GRA
)E
EL +9.0
WID
M
W EL -2.3
-
H VARIES
LIMIT
CD
---
0 100 200
DISTANCE (FEET)
Al BERM BEACH NOURISHMENT FILL TOLERANCE SECTION
ll!C-300 SCALE: 1"=40'
am
w
-10
300
20 20
10 OD —10
OD Ca
0 0
z
z z
F- F -
w w
w w
w w
0 0
F- F-
W W
J J
0 W w 0
-10
400
-10
-100
20
ro
0
w
W10
0
w
0 100 200 300
DISTANCE (FEET)
NOTE:
FIELD FIT THE LANDWARD DUNE CREST TIE IN, IF ELEVATION OF THE EXISTING VEGETATION LINE IS
HIGHER THAN THE FINAL ELEVATION OF THE DUNE CREST DESIGN, THE DUNE CREST WILL BE
CONSTRUCTED TO TIE IN AT THE ELEVATION OF THE CONSTRUCTED DUNE CREST. IF ELEVATION OF
THE EXISTING VEGETATION LINE IS LOWER THAN THE FINAL ELEVATION OF THE DUNE CREST DESIGN,
THE DUNE WILL BE CONSTRUCTED TO TIE INTO THE VEGETATION LINE WITH A 1:5 BACK SLOPE UP
TO THE FINAL ELEVATION OF THE CONSTRUCTED DUNE.
C3 LEVEL DUNE WITH BACK SLOPE NOURISHMENT FILL TOLERANCE SECTION
C-300 SCALE: 1"=40'
DUNE
LANDWARD
FILL LIM
T
r�
a
9
FACE
OF DUNE
DISTANCE V1
RIES
r�
oz
a¢
LL
z
��
z
���
Nm
z
LEVEL DUNE
VEGETATION
PLAN
FING
moo
° W z
_ o
a
ALONG
CREST & FACE
30'-0" BERM
zz
OF CUNE,
SEE NO
IE 2
LE
EL BERM
EL +9.0
WID
OF PLANTING
H VARIES
LIMIT
CD
---
EL ARIES
>
PLANTING
FACE OF BER
LIMITS,
SEE NOTE 1
w
ffiEACH
FILL
�
APPR X
-
.7
EXIST. GRADE
\
\a
\
\
0.50'
V
Ate-
- -
EL VARIES
DESIGN
ILL
\ 0.50'
FOOT
-
TOLERANCE
\
<�O�E
M
dW EL +1.5
-
KA
ri
\\
_
-
M
WEL-2.3
APPROX
EXIST. GR
DE-/
-
-�
-
20
ro
0
w
W10
0
w
0 100 200 300
DISTANCE (FEET)
NOTE:
FIELD FIT THE LANDWARD DUNE CREST TIE IN, IF ELEVATION OF THE EXISTING VEGETATION LINE IS
HIGHER THAN THE FINAL ELEVATION OF THE DUNE CREST DESIGN, THE DUNE CREST WILL BE
CONSTRUCTED TO TIE IN AT THE ELEVATION OF THE CONSTRUCTED DUNE CREST. IF ELEVATION OF
THE EXISTING VEGETATION LINE IS LOWER THAN THE FINAL ELEVATION OF THE DUNE CREST DESIGN,
THE DUNE WILL BE CONSTRUCTED TO TIE INTO THE VEGETATION LINE WITH A 1:5 BACK SLOPE UP
TO THE FINAL ELEVATION OF THE CONSTRUCTED DUNE.
C3 LEVEL DUNE WITH BACK SLOPE NOURISHMENT FILL TOLERANCE SECTION
C-300 SCALE: 1"=40'
0
00
0
w
10 W
0
0i I 1 0
—100 0 100 200
DISTANCE (FEET)
NOTES:
1. PLANTING LIMITS SHALL BE FROM EXISTING VEGETATION LINE ALONG
EXISTING GRADE TO ELEVATION +9.0 ON FACE OF DUNE.
2. LEVEL DUNE SHOWN, PLANTING FOR DUNE WITH 5:1 BACK SLOPE SIMILAR.
3. SEE TECHNICAL SPECIFICATIONS FOR PLANTING, FERTILIZING AND WATERING
REQUIREMENTS.
A3 BEACH NOURISHMENT FILL PLANTING SECTION
C-300 SCALE: 1"=40'
0
F-
DRAWING
,0 ,
F
F
-10
400
E
z
F Z
W J Q
O
(=a
N U
W
to
2
QccZZ
waz �0
Im Ln
= F
Z Lu j ¢ w
WOO 7(A
0IL z
J
Lu
2
tLU
ai W w
O ¢ m
IL
U
I
s
LANDWARD
FILL LIM
T
r�
a
9
FACE
OF DUNE
O
T
U
U
<
m
p 2 U
U -
az
3m�
r�
oz
a¢
LL
z
��
z
���
Nm
z
0 0
N
VEGETATION
PLAN
FING
moo
° W z
_ o
a
ALONG
CREST & FACE
E
zz
OF CUNE,
SEE NO
IE 2
EL +9.0
OF PLANTING
LIMIT
CD
>
PLANTING
FACE OF BER
LIMITS,
SEE NOTE 1
w
ffiEACH
FILL
�
APPR X
-
.7
EXIST. GRADE
0
00
0
w
10 W
0
0i I 1 0
—100 0 100 200
DISTANCE (FEET)
NOTES:
1. PLANTING LIMITS SHALL BE FROM EXISTING VEGETATION LINE ALONG
EXISTING GRADE TO ELEVATION +9.0 ON FACE OF DUNE.
2. LEVEL DUNE SHOWN, PLANTING FOR DUNE WITH 5:1 BACK SLOPE SIMILAR.
3. SEE TECHNICAL SPECIFICATIONS FOR PLANTING, FERTILIZING AND WATERING
REQUIREMENTS.
A3 BEACH NOURISHMENT FILL PLANTING SECTION
C-300 SCALE: 1"=40'
0
F-
DRAWING
,0 ,
F
F
-10
400
E
z
F Z
W J Q
O
(=a
N U
W
to
2
QccZZ
waz �0
Im Ln
= F
Z Lu j ¢ w
WOO 7(A
0IL z
J
Lu
2
tLU
ai W w
O ¢ m
IL
U
I
s
�
r�
a
9
�
.£
a o
O
T
U
U
<
m
p 2 U
U -
az
3m�
oN�q
oz
a¢
LL
z
��
z
���
Nm
0 0
N
L
� �
,A
AS
moo
° W z
_ o
a
`o
E
0�
23487
b� I NES
'Y D
�IQ
4' 0' 4 8' (SEAL V1Z7/h�0
SCALE: 1"=4' VERTICAL Sheet o
40' 0' 40' 80' Reference No.
Q
SCALE: 1"=40' HORIZONTAL C300 0
Sheet 29 of 65 8
5 1.
CALES SHOWN BASED ON 22"x34" DRAWING
1 2 3 4 5
6+00.00 14+00.00 22+00.00 30+00.00
64'
4'
�
-
FILL ® - 29
FILL ® - 57
Y/FT
6'
L 6.0
s
68
MHW EL
+1.5
MHW EL
_
+1.5
-10
J`
.r.
MLW EL
-2.3
114'
MLW EL
a
113'
92'
05'
m
10 10
Z5�
O
MHW EL +1.5
KA,
6.0
L fi.0
V MLW EL -2.3
17/
MLW EL -2.3
�
2p'I
MHW EL
+1.5
0
MHW EL
+1.5
MLW EL
-2.3
-
0
m�
-KATI F1
z
0
-2.3
64'
4'
�
-
FILL ® - 29
FILL @ 30(:Y/FT
FILL @ - 37 C T
6'
L 6.0
s
68
MHW EL
+1.5
MHW EL
_
+1.5
-10
00
.r.
MLW EL
-2.3
114'
MLW EL
a
-
92'
05'
m
10 10
Z5�
O
MHW EL +1.5
KA,
6.0
2p.�EL 65
V MLW EL -2.3
o
MLW EL -2.3
�
2p'I
MHW EL
-
+1.5
0
MHW EL
+1.5
V MLW EL
-2.3
-
0
m�
-KATI F1
z
0
-2.3
64'
4'
�
-
FILL ® - 29
Y
FILL @ - 37 C T
s
67'
L 6.0
s
68
MHW EL
+1.5
MHW EL
_
+1.5
-10
00
s
MLW EL
-2.3
114'
MLW EL
a
-
OX
If
¢
05'
m
20
10
LV 100 0 100 200 300 400 LV LV 100 0 100 200 300 400 Lu LV100 0 100 200 300 400 Z'28+00-00
0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
4+00.00 12+00.00 20+00.00
L FILL @ 6 (:Y/FT V L
^ 10 10 0 10
o - 188' 2p m
� EL .5 0
¢ ¢
z z
MHW EL +1.5
W W
0 0 0
C " MLW EL -2.d
z - z
O O
F- Z
w w
w -10 __low -70
o �
a m�
4'
�
-
FILL ® - 53 Y/FT
FILL ® - 26
FILL @ - 37 C T
/FT
78'
s
68
59'
p,
MHW EL
_
+1.5
-10
7 77-.r.
s
-2.3
o
114'
MLW EL
I '
-
OX
If
¢
05'
m
10 10
Z5�
LV 100 0 100 200 300 400 LV LV 100 0 100 200 300 400 Lu LV100 0 100 200 300 400 Z'28+00-00
0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
4+00.00 12+00.00 20+00.00
L FILL @ 6 (:Y/FT V L
^ 10 10 0 10
o - 188' 2p m
� EL .5 0
¢ ¢
z z
MHW EL +1.5
W W
0 0 0
C " MLW EL -2.d
z - z
O O
F- Z
w w
w -10 __low -70
o �
a m�
10
0
-Io
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 4C ` Lu LV 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v
2+00.00 10+00.00 I \VI ) 18+00.00 26+00.00
4'
�
-
FILL ® - 53 Y/FT
FILL ® - 26
FILL @ - 37 C T
/FT
78'
s
68
59'
p,
MHW EL
_
+1.5
+1.5
7 77-.r.
s
-2.3
o
114'
MLW EL
I '
-
OX
If
¢
05'
m
10 10
Z5�
O
MHW EL +1.5
KA,
0
2p.�EL 65
V MLW EL -2.3
o
MLW EL -2.3
�
2p 1
MHW EL
10
0
-Io
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 4C ` Lu LV 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v
2+00.00 10+00.00 I \VI ) 18+00.00 26+00.00
4'
�
-
FILL ® - 26
FILL @ - 37 C T
/FT
78'
s
68
L 6.0
p,
MHW EL
_
+1.5
+1.5
7 77-.r.
J`
-2.3
o
114'
MLW EL
-2.3
-
OX
If
¢
05'
m
10 10
�
O
150'
L 6.0
2p.�EL 65
L fi.0
MLW EL -2.3
¢
2p 1
MHW EL
+1.5
0
MHW EL
+1.5
MLW EL
---
-2.3
-
o
2p.
-KATI F1
z
0
-2.3
-
0
77 MLW EL
-2.3
o
m�
m�
10
0
-Io
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 4C ` Lu LV 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v
2+00.00 10+00.00 I \VI ) 18+00.00 26+00.00
4'
�
-
FILL ® - 26
Y/FT
/FT
65'
s
68
L 6.0
p,
MHW EL
_
+1.5
+1.5
o
J`
-2.3
o
114'
MLW EL
-2.3
-
OX
If
¢
wz
m
m
10 10
�
O
150'
10
0
-Io
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 4C ` Lu LV 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v
2+00.00 10+00.00 I \VI ) 18+00.00 26+00.00
11
10
0
B
-I0
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
1+00.00 8+00.00 16+00.00 24+00.00 BASED ON MAY 2019 SURVEY
20
207'
�
-
2p /
FILL ®� 34
/FT
65'
1 ti
s
119'
I.
L 6.0
MHW EL
-
2p MLW EL
+1.5
x
U
m
p x U
U -
Q Z
3m�
oN�q
J`
-2.3
o
114'
0 oa
-
69'
o
m�o
W Y
10 10
�
O
150'
L 6.0
2p.�EL 65
11
10
0
B
-I0
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
1+00.00 8+00.00 16+00.00 24+00.00 BASED ON MAY 2019 SURVEY
20
s
�
-
FILL ® - 24(Y/FT
7:YIFT
\
65'
I.
.£
O
wo
UI
x
U
m
p x U
U -
Q Z
3m�
oN�q
J`
oz
¢¢
� . z
^ 10
114'
0 oa
-
69'
c
m�o
W Y
10 10
o��-777
O
150'
L 6.0
2p.�EL 65
MLW EL -2.3
¢
2p 1
MHW EL
+1.5
0
0
¢
z
MLW EL
---
-2.3
-
o
z
MLW EL
-2.3
-
0
MHW EL
+1.5
o
11
10
0
B
-I0
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
1+00.00 8+00.00 16+00.00 24+00.00 BASED ON MAY 2019 SURVEY
20
s
�
-
FILL 0 ^- 51(:Y/FT
7:YIFT
a
20 20
I.
.£
O
wo
UI
x
U
m
p x U
U -
Q Z
3m�
oN�q
s '
oz
¢¢
� . z
^ 10
114'
0 oa
-
79'
c
m�o
W Y
10 10
o��-777
O
150'
6.0
2p.�EL 65
MLW EL -2.3
¢
2p 1
a
-
0
0
¢
z
MLW EL
---
-2.3
-
o
z
MHW EL
+1.5
w
w
0
MLW EL
-2.3
0 0
z
z
-
z
O
O
A a
Q
w
w
w-10
'"
o
�
-low-lo
a
m�
-20
1
1 1 1
1 1 1
1
-20 -20
11
10 10
D
z
H
w
0 W 0
z
a
w
-10 w -10-
0 10
0
z
H
W
0 W 0
z
O
w
-row -10-
s
�
-
FILL 0 ^- 51(:Y/FT
199'
a
66'
I.
.£
O
wo
UI
x
U
m
p x U
U -
Q Z
3m�
oN�q
s '
oz
¢¢
� . z
p
u
z
114'
0 oa
-
79'
c
m�o
W Y
AM It
_ o
a
O
6.0
MHW EL +1.5
KATI F1 -114
MLW EL -2.3
2p 1
a
+1.5
0
0 10
0
z
H
W
0 W 0
z
O
w
-row -10-
" BY GEOUYNAMICS ANU
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-Io
10' 0' 10' 20'
I
s
�
-
FILL ® - 26
Y/FT
a
66'
I.
.£
O
wo
UI
x
U
m
p x U
U -
Q Z
3m�
oN�q
s '
oz
¢¢
� . z
p
u
z
�¢
o�u
Nm
0 oa
-
79'
c
m�o
W Y
AM It
_ o
a
O
6.0
2p 1
MHW EL
-
+1.5
0
MLW EL
---
-2.3
-
o
" BY GEOUYNAMICS ANU
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-Io
10' 0' 10' 20'
I
s
�
-
a
a
�
a
I.
.£
O
wo
UI
x
U
m
p x U
U -
Q Z
3m�
oN�q
oz
¢¢
� . z
p
u
z
�¢
o�u
Nm
0 oa
-
c
m�o
W Y
AM It
_ o
a
O
E
c
0
v
Q
0
Q
0
O
0
SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-301 0
Sheet 30 of 65 Qi
1 2 3 4 5 1.
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
38+00.00
20
46+00.00
20 20-
30'
EL 12.0
u1
FILL @ - 36(:Y/FT
FILL ® - 31
64'
\
\
30'
.
h'
EL 12.0
6.0
62'
MH W EL
r
Z
59'
63'
s
LL
W
63'
-2.3
-2.3
o
s
L 6.0
L 6.0
-L 6.0
78'
E
_
71'
2
,
MHW EL
MHW EL
+1.5
L fi.0
7p. -
zo.
-
`
z
MHW EL
_
MLW EL
-2.3
+1.5
X
¢ m
m
m
�
zo.
_
46+00.00
20 20-
54+00.00
20 20
30'
EL 12.0
u1
FILL ® 34 FT
FILL ® - 31
Y/FT
\
\
30'
.
h'
EL 12.0
6.0
62'
MH W EL
50'
Z
59'
63'
s
LL
W
MLW EL
-
-2.3
-2.3
o
s
L 6.0
wz
-L 6.0
78'
E
_
71'
2
,
MHW EL
+1.5
6.0
L fi.0
7p. -
o
MHW EL
`
o
MHW EL
+1.5
o
MHW EL
+1.5
Z
o
¢
m
�
zo.
_
-2.3
z
o
MLW EL
-2.3
MLW EL
-2.3
m
X
m
m
54+00.00
20 20
62+00.00
20 20-
30'
EL 12.0
u1
FILL ® 34 FT
FILL @ - 27(:Y/FT
Y/FT
\
\
30'
.
h'
EL 12.0
6.0
62'
MH W EL
50'
Z
48'
63'
s
LL
W
MLW EL
-
-2.3
-2.3
o
.r.
L 6.0
wz
-L 6.0
78'
E
_
80'
2
,
MHW EL
+1.5
6.0
"0
7p. -
o
MHW EL
`
o
MHW EL
+1.5
o
MHW EL
KATI F1
+1.5
n.
Z
o
¢
m
�
z
MLW EL
-
-2.3
z
o
MLW EL
-2.3
MLW EL
-2.3
m
62+00.00
20 20-
5
20
10
0
-10
LV 100 0 100 200 400 LV LV 100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV Lu100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
36+00.00 44+00.00 52+00.00 60+00.00
20
^ 10
a
z
w
C v o
z
O
w
w -10
30'
EL 12.0
u1
FILL ® 34 FT
FILL ® - 37
Y/FT
\
\
30'
.
h'
EL 12.0
6.0
62'
MH W EL
50'
Z
1 61'
63'
s
LL
W
MLW EL
-
-2.3
-2.3
o
64'
L 6.0
wz
-L 6.0
78'
E
_
L 6.0
2
,
MHW EL
+1.5
6.0
L 6.0
7p. -
o
MHW EL
+1.5
o
MHW EL
+1.5
o
MLW EL
-
-2.3
z
o
¢
m
�
z
MLW EL
-2.3
z
5
20
10
0
-10
LV 100 0 100 200 400 LV LV 100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV Lu100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
36+00.00 44+00.00 52+00.00 60+00.00
20
^ 10
a
z
w
C v o
z
O
w
w -10
20 20
10 10
a
z
w
o ,. o
O
w
-10" -10
30'
EL 12.0
u1
FILL ® 34 FT
FILL @ - 35
Y/FT
\
64'
' 48'
_
6.0
62'
MH W EL
50'
Z
1 61'
EL 12.0
s
LL
W
MLW EL
-
-2.3
-2.3
o
64'
�
wz
-L 6.0
78'
E
_
L 6.0
6.0
MHW +1.5
6.0
L 6.0
7p. -
o
MHW EL
+1.5
Z
MHW EL
+1.5
o
-
+1.5
z
o
z
MLW EL
-2.3
z
olz
MLW EL
-2.3
MLW EL
-2.3
m
20 20
10 10
a
z
w
o ,. o
O
w
-10" -10
30'
EL 12.0
u1
FILL ® 34 FT
FILL ® - 33
Y/FT
-77
30'
' 48'
_
6.0
62'
MH W EL
50'
Z
1 61'
EL 12.0
s
LL
W
MLW EL
-
-2.3
-2.3
o
s
�
wz
-L 6.0
78'
E
_
69'
6.0
MHW +1.5
6.0
L 6.0
7p. -
o
MHW EL
+1.5
Z
MHW EL
+1.5
o
MHW EL
+1.5
z
o
z
KAT,MLW
-2.3
z
X
MLW EL
-2.3
MLW EL
-2.3
m
o
¢
m
m
20 20
10 10
a
z
w
o ,. o
O
w
-10" -10
20 20-
10 10
0
z
w
o ,. 0-
z
w
-row -10-
\
\
30'
EL 12.0
u1
FILL ® 34 FT
FILL @ - 28 CY
2
W10
-77
30'
' 48'
_
6.0
62'
MH W EL
50'
Z
53'
EL 12.0
s
LL
W
MLW EL
-
-2.3
-2.3
o
o
�
wz
-L 6.0
78'
E
_
76'
6.0
MHW +1.5
6.0
L 6.0
7p. -
o
MHW EL
+1.5
Z
MHW EL
+1.5
o
MHW EL
�
z
o
z
KAT,MLW
-2.3
z
X
MLW EL
-2.3
X
¢
m
m
o
20 20-
10 10
0
z
w
o ,. 0-
z
w
-row -10-
\
\
30'
EL 12.0
u1
FILL ® 34 FT
FILL ® - 31(Y/FT
2
W10
-77
30'
' 48'
_
6.0
62'
MH W EL
+1.5
Z
53'
EL 12.0
s
LL
W
MLW EL
-
-2.3
-2.3
o
o
�
wz
-L 6.0
E
20
10
0
-10
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu LV 0 100 200 300 400 LV Lu100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTA E (FEET) DISTANCE (FEET) DISTANCE (FEET)
34+00.00 42+00.00 50+00.00 58+00.00
20 20 20 20 20 20 20 20
\
64'
z J
W O
u1
FILL ® 34 FT
FILL @ 33 (:Y/FT
2
W10
-77
30'
65'
L 6.0
62'
MHW EL
+1.5
(NIC)-
53'
EL 12.0
s
LL
W
z
¢
MLW EL
-2.3
77
o
_ o
wz
-L 6.0
E
_
10 10
a
z
H
w
0 v 0
O
-Iow 0
z J
W O
u1
FILL ® 34 FT
FILL @ - 29 (:Y/FT
2
W10
�\
30'
LL
�az
W U
62'
oN q
2 W
N2
(NIC)-
53'
EL 12.0
s
LL
W
z
¢
O m
IL Q
67'
77
' 48'
_ o
wz
-L 6.0
E
_
76'
6.0
MHW +1.5
L 6.0
7p. -
o
MHW EL
+1.5
Z
MLW EL
_
o
MHW EL
�
z
o
10 10
a
z
H
w
0 v 0
O
-Iow 0
Q
F Z
z J
W O
u1
x Q
mNU
FILL @ - 29 (:Y/FT
2
W10
�\
30'
LL
�az
W U
WO
oN q
2 W
N2
\
53'
EL 12.0
O
LL
W
z
¢
O m
IL Q
�
77
' 48'
_ o
wz
O
E
_
76'
6.0
L 6.0
L 6.0
MHW EL
+1.5
Z
O
MHW EL
+1.5
z
o
7p
KAT,MLW
-2.3
z
X
EL
-2.3
o
Q
F Z
z J
W O
u1
x Q
mNU
FILL ® - 28 (Y/FT
2
W10
�\
30'
LL
�az
W U
WO
oN q
2 W
N2
\
.^
EL 12.0
O
LL
W
z
¢
O m
IL Q
�
U
' 48'
_ o
wz
O
E
_
L 5.0
6.0
L 6.0
MHW EL
+1.5
Z
O
-
+1.5
z
o
7p
MLW EL
-2.3
z
X
MLW EL
-2.3
Q
F Z
z J
W O
u1
x Q
mNU
O
F
2
W10
U
O Qrn
LL
�az
W U
WO
oN q
2 W
N2
LUDO
CC U
(A
OaF-
O
LL
W
z
¢
O m
IL Q
�
U
65'
m
0
B
-10
NOTES:
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-`•• Z00
' ' "`-`••-"'' ' ' ' ' -"'I rrll, L-100 0 100 200300 400 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
32+00.00 40+00.00 48+00.00 56+00.00 BASED ON MAY 2019 SURVEY
64'
�
FILL ti 3
Y/FT
77/
66'
L 6.0
MHW EL
+1.5
oN q
Z
o
v
57'
s '
MLW EL
----
-2.3
0 0
N
o
�
�c
AS
65'
_ o
wz
0 10
0
z
w
0 0-
z
O
w
-row -T0
11 11
10 10
0
z
w
0 0
z
a
w
-10" -10
�
FILL ® - 35 (Y/FT
a �
\
63'
O
o¢
�
U1
x
U
m
p x U
U-
Q Z
3m�
oN q
oz
o
v
57'
s '
o�u
�0
0 0
N
L
< <
�c
AS
65'
_ o
wz
O
E
_
L 5.0
6.0
L 6.0
MH W EL
+1.5
Z
O
-
+1.5
z
o
7p
MLW EL
-2.3
z
o
MLW EL
-2.3
11 11
10 10
0
z
w
0 0
z
a
w
-10" -10
10 10
0
z
w
0 0-
z
O
w
-row -ro
�
FILL @ - 30 (:Y/FT
a �
"\
3it
O
o¢
�
U1
x
U
m
p x U
U-
Q Z
3m�
oN q
oz
o
v
57'
z
o�u
�0
0 0
N
L
< <
�c
AS
aW z
_ o
wz
O
E
_
73'
6.0
L 6.0
MH W EL
+1.5
Z
MHW EL
+1.5
_
o
7p
KATI 11
z
MLW EL
-2.3
o
10 10
0
z
w
0 0-
z
O
w
-row -ro
20 BY GEODYNAMICS AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-10
10' 0' 10' 20'
1
�
FILL ® - 25 (Y/FT
a �
"\
3it
O
o¢
�
U1
x
U
m
p x U
U-
Q Z
3m�
oN q
oz
o
v
z
�¢
z
o�u
�0
0 0
N
L
< <
�c
AS
aW z
_ o
wz
O
E
6.0
MH W EL
+1.5
Z
MLW EL
-2.3
_
o
20 BY GEODYNAMICS AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-10
10' 0' 10' 20'
1
�
_
a �
_
O
o¢
�
U1
x
U
m
p x U
U-
Q Z
3m�
oN q
oz
o
v
z
�¢
z
o�u
�0
0 0
N
L
< <
�c
AS
aW z
_ o
wz
O
E
0
v
Q
0
v
0
0
0
SCALE: 1"=10' VERTICAL Sheet o
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 400 u LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 u 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C302 0
Sheet 31 of 65 T
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
1 21 3 4 5
70+00.00 78+00.00 86+00.00 94+00.00
20 20 20 20 20 20 20 20
^ 10 10 Z 10 10 10 10 10 10
o� oD o� o
a o a o s a
Q Q Q Q
Z Z Z Z
D D
w w w w =a
0 0 0 0 0 0 0 0 g
z z z z
O O O O
I I F
> > > >
w -10 -low -10 -low -10 -row -10 -lo
z 8
0
-20 -zo -20 -20 -20 -zo -20 -20 �
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
68+00.00 76+00.00 84+00.00 92+00.00
20 20 20 20 20 20 20 20
Q
F Z
W 0 C0J
^ 10 10 10 10 10 10 10 10 = Q 0
m Wzz m U F
W F W �
z z z z O Q N W
C w o o w 0 o w o o w ° o C a > Z> W O
0 0 0 z U U~ ~
� F: Z ' j N W
W
w w w w OWC m co=
w -10 -10 w -10 -I0 w -10 -row -10 -IO D O- F- 0
LL W Z
FL W
q
O ¢
a Q a
-20 -20 -20 -20 -20 -20 -20 -20 U
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
0
c\
66+00.00 74+00.00 82+00.00 90+00.00 z
20 20 20 20 20 20 20 20 Q
m
^ 10 10 10 10 10 10 10 10 -o
o] oD o] m
a o a o
Q
Q Q Q Q
Z Z Z Z
H H H H ^
w w w w °
0 0 w 0 0 w 0 0 w 0 0
B O O O O B
F F:
> > > >
w-10 -low-10-10w-10 -low-10 -10 wz AIn�C. v
NOTES: y
1. FOR ADDITIONAL INFORMATION
-20 -zo -20 -20 -20 -zo -201-20 SEE BEACH RENOURISHMENT of
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
64+00.00 72+00.00 80+00.00 88+00.00 BASED ON MAY 2019 SURVEY
20 So So 20 20 So So 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY. o
10 10 10-10 10 111, 10 10 10 W
LEGEND o
0 0 1. 0 0
z z z z APPROXIMATE EXISTING
GROUND "
w w w w KA,
w o o w o 0 w 0 o w o 0 �N CAkp�
PROPOSED
0 0 0 0 RENOURISHMENT \
A a a a a A 23487
i Q
w w w w
LIMITS OF FILL
��
w-10 -tow-T0 1..-
-low -lo -tow-T0 _1p '.,�oti.cINE,E.�,���c`
wz
10' 0' 10' 20' SEAL
-20 -zo -20 -2° -20 -zo -20 -20 SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-303 0
Sheet 32 of 65 Qi
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
FILL � �• 46 (:Y/FT
2
f7
� 30
EL 12.0
�
FILL � �• 46 (:Y/FT
\
30'
EL 12.0
L 6.0
z.
J
MHW EL
+1.5
\
30'
EL 12.0
OZ
a¢
� MLW EL
-2.3
o�ui
o
EL 12.0
L 6.0
s7'
°'wz
_ o
a
63'
L 6.0
O
E
MHW EL
+1.5
L 6.0
,J
MHW EL
+1.5
MHW EL
+1.5
z,J
J
MHW EL
+1.5
w
-
o
MLW EL
-2.3
o
Z.
�
�
o
¢
MLW EL
-
o
¢
m�
�
�
2
f7
� 30
EL 12.0
�
FILL � �• 46 (:Y/FT
Y/FT
\
30'
EL 12.0
L 6.0
z.
J
MHW EL
+1.5
\
30
EL 12.0
OZ
a¢
� MLW EL
-2.3
o�ui
o
63'
L 6.0
s7'
°'wz
_ o
a
60'
L 6.0
O
E
MHW EL
+1.5
2
,J
MHW EL
+1.5
MHW EL
+1.5
J
-
-2.3
w
-
o
MLW EL
-2.3
o
Z.
�
�
o
¢
MLW EL
-
o
m�
�
�
o
¢
�
2
f7
� 30
EL 12.0
�
FILL � �• 43 (:Y/FT
Y/FT
\
30'
EL 12.0
L 6.0
z.
J
MHW EL
+1.5
\
30
EL 12.0
OZ
a¢
� MLW EL
-2.3
o�ui
o
63'
L 6.0
s7'
°'wz
_ o
a
60'
L 6.0
O
E
MHW EL
+1.5
2
,J
MHW EL
+1.5
MHW EL
+1.5
J
-
-2.3
w
-
o
MLW EL
-2.3
o
Z.
�
�
o
¢
MLW EL
-
o
m�
�
�
2
f7
� 30
EL 12.0
�
FILL � �• 40 (:Y/FT
Y/FT
\
30'
EL 12.0
L 6.0
z.
J
MHW EL
+1.5
\
vy
EL 12.0
OZ
a¢
� MLW EL
-2.3
o�ui
o
63'
L 6.0
s7'
°'wz
_ o
a
60'
L 6.0
O
E
MHW EL
+1.5
2
,J
MHW EL
+1.5
MHW EL
+1.5
O•J
-
-2.3
w
-
o
� MLW EL
-2.3
o
o
�
�
o
¢
MLW EL
-
o
m�
�
m�
�
2
f7
� 30
EL 12.0
�
FILL ®� 39
Y/FT
30'
30
EL 12.0
L 6.0
z.
J
MHW EL
+1.5
✓,
30'
EL 12.0
OZ
a¢
� MLW EL
-2.3
o�ui
o
63'
L 6.0
s7'
°'wz
_ o
a
60'
L 6.0
O
E
MHW EL
+1.5
r5�-,
MHW EL
+1.5
MHW EL
+1.5
O•J
-
-2.3
zo
-
o
MLW EL
-2.3
o
o
�
�
o
¢
MLW EL
�
2
f7
� 30
EL 12.0
�
FILL ®� 40
Y/FT
30'
30
EL 12.0
L 6.0
z.
J
MHW EL
+1.5
Z
30'
EL 12.0
OZ
a¢
� MLW EL
-2.3
o�ui
o
63'
L 6.0
s7'
°'wz
_ o
a
60'
L fi.0
O
E
MHW EL
+1.5
r5�-,
MHW EL
+1.5
MHW EL
+1.5
7p.
MLW EL
-2.3
zo
-
o
MLW EL
-2.3
o
o
�
�
o
¢
MLW EL
�
2
f7
� 30
EL 12.0
�
FILL ®� 42
Y/FT
30'
30
EL 12.0
L 6.0
z.
J
MHW EL
+1.5
Z
30'
63'
OZ
a¢
� MLW EL
-2.3
o�ui
o
wz
L 6.0
s7'
°'wz
_ o
a
60'
L fi.0
O
E
MHW EL
+1.5
L fi.0
MHW EL
+1.5
MHW EL
+1.5
7p.
MLW EL
-2.3
4
-
o
MLW EL
-2.3
o
o
�
�
o
¢
MLW EL
�
Wz
� 30
EL 12.0
�
L ®^• 44
FIL1.
Y/FT
30'
30'
63'
L 6.0
z.
J
MHW EL
+1.5
Z
30'
EL 13.0
OZ
a¢
� MLW EL
-2.3
o�ui
o
wz
�
s7'
°'wz
_ o
Wz
�
FILL � �• 42 (:Y/FT
Y/FT
30'
30'
40
5
.£
EL 13.0
30'
EL 13.0
OZ
a¢
z
o�ui
-
s7'
s7'
°'wz
_ o
a
60'
L fi.0
O
E
L fi.0
L fi.0
MHW EL
+1.5
MHW EL
+1.5
7p.
-
+1.5
4
-
o
MLW EL
-2.3
o
-2.3
�
o
¢
MLW EL
�
Wz
�
FILL � -• 42 CY/FT
Y/FT
30'
30'
40
5
.£
EL 13.0
30'
EL 12.0
OZ
a¢
z
o�ui
h'
61'
s7'
°'wz
_ o
a
60'
L 6.0
O
E
L fi.0
L fi.0
MHW EL
+1.5
MHW EL
+1.5
7p.
-
+1.5
4
-
o
MLW EL
- -
-2.3
MLW EL
- -
-2.3
�
o
¢
MLW EL
�
X
�
Wz
�
FILL � -• 39 (:Y/FT
Y/FT
\
30'
40
5
.£
\
30'
EL 12.0
OZ
a¢
z
o�ui
h'
61'
�c
AS
°'wz
_ o
a
60'
L 6.0
O
E
L fi.0
MHW EL
+1.5
7p.
-
+1.5
zo
MLW EL
- -
-2.3
o
¢
m�
�
MLW EL
-2.3
Wz
�
FILL � -• 39 (:Y/FT
Y/FT
\
30'
40
5
.£
\
30'
EL 12.0
OZ
a¢
z
o�ui
h'
' 61'
�c
AS
°'wz
_ o
a
60'
L 6.0
O
E
L fi.0
MHW EL
+1.5
Q
-
+1.5
Z
a
� MLW EL
-2.3
o
m�
�
m�
MLW EL
-2.3
Wz
�
FILL ®� 42
Y/FT
\
30'
40
5
.£
\
30'
EL 13.0
OZ
a¢
z
o�ui
h'
60'
�c
AS
°'wz
_ o
a
60'
L 6.0
O
E
L fi.0
MHW EL
+1.5
OJ
MHW EL
+1.5
Z
MLW EL
-2.3
CX
�
MLW EL
-2.3
X
�
wz
�
FILL ®� 42
Y/FT
a
30'
40
5
.£
� O
'�
U I
2
U
m
p2U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
z
o�ui
60'
�c
AS
°'wz
_ o
a
L 6.0
O
E
MHW EL
+1.5
OJ
-
Z
MLW EL
-2.3
CX
�
wz
�
FILL ®� 42
Y/FT
a
30'
40
5
.£
� O
'�
U I
2
U
m
p2U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
z
o�ui
s9'
�c
AS
°'wz
_ o
a
L 6.0
O
E
MHW EL
+1.5
OJ
-
Z
MLW EL
-2.3
o
�
wz
�
FILL ®� 42
Y/FT
a
30'
40
5
.£
� O
'�
U I
2
U
m
p2U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
z
o�ui
sa'
�c
AS
°'wz
_ o
a
L 6.0
O
E
MHW EL
+1.5
OJ
-
Z
� MLW EL
-2.3
o
�
I
�
r �
a
�
a
40
5
.£
� O
'�
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
a¢
z
o�ui
0 0
�c
AS
°'wz
_ o
a
O
E
1 2 3 4 5
102+00.00 110+00.00 118+00.00 126+00.00
20 20 20 20 20 20 20 20
Z TO TO TO TO TO TO 10 10
o� m o� m
s n
Q Q Q Q
Z Z Z Z
D D
w w w w a
0 0 0 0 0 0 ° o g
Z Z Z Z
O O O O
> > > >
w -to -row -ro -low, -ro -row -m -10
wz
z 8
0
-20 -zo -20 -20 -20 -zo -20 -20 �
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
100+00.00 108+00.00 116+00.00 124+00.00
20 z0 20 20 20 z0 z° 20
Q
F Z
W J
^ 10 10 10 10 10 10 10 10 = Q 0
m m U F
Q Q Q ¢ 7 W F W C)
z z z Z Z Q D N LL
C w o 0 w o 0 w o 0 w 0 o C a > Z> W O o
0 0 0 z U U~ ~
a ¢ a Q Z�� rnW g
W
X 0 0 m w
w w w w
w -10 -10w -ro ___Io, - 0 -tow -ro -10
O IL
LL W Z
F W °Lu
O ¢
IL Q
U
-20 -zo -20 -2° -20 -zo -20 -2a �
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
98+00.00 106+00.00 114+00.00 122+00.00
20 20 20 20 20 20 20 20 `?
m
^ 10 10 10 10 10 10 10 10
of 0 of 0 S
D o D o Q
Q Q Q Q h
Z Z Z Z
H H H H ^
w w w w °
W 0 0 W 0 0 W 0 0 W 0 0
ti
B O O O O B
I F-
> > > >
W W W D
W -70 -10 W -10 -IOW -70 -10 W -70 -IO v
NOTES: y
%1. FOR ADDITIONAL INFORMATION o
-20 -zo -20 -20 -20 -zo -20 20 SEE BEACH RENOURISHMENT of
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
96+00.00 104+00.00 112+00.00 120+00.00 BASED ON MAY 2019 SURVEY
20 20 20 20 20 20 20 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY. o
10 10 10 10 10 10 lo__10 W
LEGEND o
D o D o y
z z z z APPROXIMATE EXISTING
GROUND ""'..„
w w w w
W o 0 W 0 0 W o 0 W o
CA
PROPOSED
0 0 0 o RENOURISHMENT \
A a a a a A 23487 o
Q
w w w w
LIMITS OF FILL `;F + ° o
�����D MP�� of
w -T0 -tow-T0_10" 10 -tow
-T0 -10 '%oti.cINE,E.�,���c`
10' 0' 10' 20' SEAL ,,,Q�Z7f� o0
-20 -20 -20 -20 -20 -20 -20 -20 SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-304 0
Sheet 33 of 65 T
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
FILL � � 40 (:Y/FT
\
�
FILL � ti 41 (:Y/FT
� \
30'
EL 13.0
\
30'
\
w]'
EL 13.0
oZ
a¢
v
�¢
EL 13.0
\y.
30'
60'
V"
r
�c
AS
aW z
h
ut
61'
L 6.0
60'
MHW EL
+1.5
- 60'
L 6.0
p J
MHW EL
+1.5
o
z.
p I
MHW EL
+1.5
-
o
o
az
�
:J
� MLW EL
-2.3
a
X
�
MLW EL
-2.3
_
o
wz
�
MLW EL
-2.3
\
�
FILL � ti 41 (:Y/FT
Y/FT
\
30'
EL 13.0
\
30'
\
w]'
EL 13.0
oZ
a¢
v
�¢
EL 13.0
\y.
30'
60'
V"
r
�c
AS
aW z
h
ut
61'
L 6.0
60'
MHW EL
+1.5
- 60'
L 6.0
p J
MHW EL
+1.5
o
z.
p I
MHW EL
+1.5
-
o
o
az
�
OJ
� MLW EL
-2.3
-
X
�
� MLW EL
_-
-2.3
_
\
�
FILL � ti 41 (:Y/FT
Y/FT
\
30'
EL 13.0
\
30'
\
w]'
EL 13.0
oZ
a¢
v
�¢
EL 13.0
\y.
30'
60'
V"
r
�c
AS
aW z
h
ut
60'
L 6.0
60'
MHW EL
+1.5
- 60'
L 6.0
p J
MHW EL
+1.5
o
z.
p J
MLW EL
-
-2.3
-
o
az
�
OJ
_
+1.5
Z
o
\
�
FILL � � 42 (:Y/FT
Y/FT
\
30'
EL 13.0
\
30'
\
30'
EL 13.0
oZ
a¢
v
�¢
EL 13.0
\y.
30'
EL 13.0
V"
r
�c
AS
aW z
h
ut
60'
60'
MHW EL
+1.5
- 60'
L 6.0
2p.
L 6.0
za
z.
p J
MHW EL
+1.5
MHW EL
_
+1.5
az
�
OJ
_
+1.5
Z
o
-2.3
X
� MLW EL
_-
-2.3
_
o
wz
�
MLW EL
-2.3
\
�
FILL ®� 38
Y/FT
\
30'
EL 13.0
\
30'
\
30'
EL 13.0
oZ
a¢
v
�¢
EL 13.0
\y.
30'
EL 13.0
V"
r
�c
AS
aW z
h
ut
60'
60'
MHW EL
+1.5
- 60'
L fi.0
2p.
L 6.0
za
z.
p J
MHW EL
+1.5
MHW EL
_
+1.5
az
�
J
-
+1.5
a
-2.3
X
MLW EL
-2.3
_
o
wz
�
MLW EL
-2.3
\
�
FILL ®� 39 (Y/FT
Y/FT
s\
30
EL 13.0
\
30'
\
30'
EL 13.0
oZ
a¢
v
�¢
EL 13.0
\y.
30'
EL 13.0
V"
r
�c
AS
aW z
h
ut
61
60'
MHW EL
+1.5
- 60'
L 6.0
2p.
L 6.0
za
2.
p J
MHW EL
+1.5
MHW EL
_
+1.5
az
�
J
-
+1.5
o
-2.3
X
MLW EL
-
-2.3
_
o
wz
�
MLW EL
-2.3
\
�
FILL ®� 39 (Y/FT
Y/FT
s\
30'
EL 13.0
\
30'
\
30'
EL 13.0
oZ
a¢
v
�¢
EL 13.0
\
30'
EL 13.0
V"
r
�c
AS
aW z
h
ut
61'
60'
MHW EL
+1.5
- 60'
L 6.0
2p.
L 6.0
za
L 6.0
p J
MHW EL
+1.5
MHW EL
_
+1.5
az
�
J
-
+1.5
Z
o
-2.3
X
MLW EL
-2.3
X
¢
m�
�
MLW EL
-2.3
\
�
FILL ®� 40
Y/FT
F\
30
EL 13.0
\
30'
\
30'
EL 13.0
oZ
a¢
v
�¢
EL 13.0
\
30'
EL 13.0
V"
r
�c
AS
aW z
h
ut
61'
60'
MHW EL
+1.5
- 60'
L 6.0
2p.
L 6.0
za
L 6.0
p J
MHW EL
+1.5
MHW EL
_
+1.5
az
�
J
-
+1.5
Z
o
-2.3
X
� MLW EL
-2.3
X
m�
�
m�
MLW EL
-2.3
\
�
FILL � ti 41 (:Y/FT
Y/FT
ti
� 32'
EL 13.0
\
30'
\
30'
EL 13.0
oZ
a¢
v
�¢
EL 13.0
\
30'
EL 13.0
V"
r
�c
AS
aW z
h
ut
60'
60'
MHW EL
+1.5
- 60'
L 6.0
2p.
L 6.0
za
L 6.0
p J
MHW EL
o. J
MHW EL
_
+1.5
az
�
2p.
MHW EL
+1.5
MLW EL
--__
-2.3
X
�
-2.3
o
m�
�
MLW EL
-2.3
X
�
\
�
FILL � � 40 CY/FT
Y/FT
ti
� 32'
EL 13.0
\
30'
�\
30'
EL 13.0
oZ
a¢
v
�¢
EL 13.0
\y
EL 13.0
V"
r
�c
AS
aW z
_ o
ut
60'
60'
MHW EL
+1.5
L 6.0
2p.
L 6.0
za
�5�
p J
MHW EL
o. J
MHW EL
_
+1.5
az
�
2p.
MLW EL
-2.3
MLW EL
--__
-2.3
X
�
-2.3
o
m�
\
�
FILL � � 39 (:Y/FT
Y/FT
ti
� 32'
EL 13.0
�\
30'
EL 13.0
oZ
a¢
v
�¢
z
\y
EL 13.0
L 6.0
�c
AS
aW z
_ o
ut
60'
E
MHW EL
+1.5
L 6.0
2p.
-
za
�5�
p J
MHW EL
+1.5
zo
X
�
2p.
MLW EL
-2.3
Z
a
X
�
� MLW EL
-
-2.3
\
�
FILL � � 39 (:Y/FT
Y/FT
\
� 32'
EL 13.0
�
30'
EL 13.0
oZ
a¢
v
�¢
z
LJ
EL 13.0
L 6.0
�c
AS
aW z
_ o
ut
60'
E
MHW EL
+1.5
L 6.0
2p.
-
za
�5�
2p.J
MHWE+1.5
+1.5
X
�
2p.
-
-2.3
Z
a
o
�
� MLW EL
-
-2.3
o
m�
�
\
�
FILL ®� 41
Y/FT
v\
� 32'
EL 13.0
� O
'�
U I
27
61'
oZ
a¢
v
�¢
z
LJ
EL 13.0
L 6.0
�c
AS
aW z
_ o
a
66'
E
MHW EL
+1.5
L 6.0
2p.
-
za
rL
2p.J
MHW EL
-
+1.5
X
�
2p.
MLW EL
-2.3
za
o
�
MLW EL
-2.3
\
wz
�
FILL ®^ 44
Y/FT
v\
� 32'
EL 13.0
� O
'�
U I
26
61'
oZ
a¢
v
�¢
z
LJ
EL 13.0
L 6.0
�c
AS
aW z
_ o
a
74'
E
MHW EL
+1.5
L 6.0
2p.
-
za
rL
MHW EL
+1.5
X
�
2p.
_
za
MLW EL
-2.3
0
¢
m�
�
�\
�
FILL ®^ 45
Y/FT
V
� 32'
EL 13.0
� O
'�
U I
32
61'
oZ
a¢
v
�¢
z
\
EL 13.0
L 6.0
�c
AS
aW z
_ o
a
60'
E
MHW EL
+1.5
6.0
2p.
-
za
rL
MLW EL
-2.3
X
�
2p.
_
Z
I
�
FILL ®^ 43
Y/FT
a
�
� O
'�
U I
32
oN�q
oZ
a¢
v
�¢
z
\
EL 13.0
�c
AS
aW z
_ o
a
60'
E
6.0
rL
MHW EL
+1.5
2p.
_
Z
� MLW EL
-2.3
X
�
I
�
a �
a
�
� O
'�
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�q
oZ
a¢
v
�¢
z
o�ui
0 0
�c
AS
aW z
_ o
a
O
E
1 21 3 4 5
134+00.00 142+00.00 150+00.00 158+00.00
20 20 20 20 20 20 20 20
^ 10 10 10 10 Z 10 10 oo 10--10
of c0 of c0
a o a o s a
Q Q Q Q
z z z z
D 1 D
w w w w a
0 0 v 0 0 v 0 0 v 0 0
O wz
O O O
F- F-
> > > >
w -10 ---low -10 -low -10 -10 w -10 -10
w x
If zr
0
-20 J-20 -20 -20 -20 -20 -20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 - 0 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTAN (FEET) DISTANCE (FEET)
132+00.00 140+00.00 148+00.00 156+00.00
20 20 20 20 20 20 20 20
Q
F Z
W J
O 0)
ro ro ro ro ro ro ro ro U O
m oD F
a ¢ a ¢ j W F W
z z z z O Q p� to W
C w o o w 0 o w o o w 0 o C a > Z> W O o
z 0 0 o Lu
U U~ ~
F- I- Z j N W -o
w w w w OC LU O O 0) s
U ID
w -T0 -row-TO lo" 10 -row-TO -lo OJ o- F_ 0
lL W Z
LLI
O ¢
IL Q
-20 -zo -20 -20 -20LL 20 -20 -2° U
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
130+00.00 138+00.00 146+00.00 154+00.00
20 20 20 20 20 20 z 20 Q
m
^ 10 10 10 10 10 10 10 10O
of 0 of 0
0 Q
Q Q Q Q h
z z z z
H H H H ^
w w w w
W 0 0 W 0 0 W 0 0 W 0 0 O
B O O O O B
> > > >
W -1w 1w 1w
10 -10 W -10 -10 W -10 -10 W _10-
-10 v
AIn�C. 0
NOTES• y
1. FOR ADDITIONAL INFORMATION o
wm
-20 -zo -20 J-20 -20 -zo -20 SEE BEACH RENOURISHMENT TYPICAL SECTION ON SHEET -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTA E (FEET)
2. EXISTING GROUND SHOWN IS128+00.00 136+00.00 144+00.00 152+00.00 BASED ON MAY 2019 SURVEY20 20 20 20 20 20 20 2° BY GEODYNAMICS AND REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OFTHE SURVEY. 10 10 10 10 10 10 1010 LEGEND o a o z z zzAPPROXIMATE EXISTING
GROUND w w w o o o 0 o o�N CAko�PROPOSED A 000o RENOURISHMENT a a a A z3e7wwwwLIMITS OF FILLQ� ':.�ro -tow-ro -low-ro -tow-ro -lo%oti.E10' 0' 10' 20' SEAL,"QV7+7f-20 -zo -20 -20 -20 -zo -20 -2aSCALE: 1"=10' VERTICAL Sheet -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No.DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-305 0Sheet 34 of 6fiDRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
77
Lu
�
FILL��36/FT�/\^36EL13.0(NIC)L6.0MHWEL+1.5MLWELo
FILL�36Y/FT�24EL13.067'MHWE+1.5MLWEL-2.3¢
FILL��36Y/FT24EL13.0MHWE+1.5MLWEL-2.3o¢
FILL�36Y/FT�123'EL13.01MHWEL+1.5MLWEL-2.3O
FILL�35Y/FT23'EL13.068'MHWE+1.5ZMLWEL-2.30¢m�
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o
z
o�ui
0 0
68'MHWEL+1.5MLWEL-2.3o0¢
aW z
_
o
O
a
E
L fi.0
0o¢m�
MHWEL+1.5520
+1.5
oo
zo.
-
0o¢
O
¢
�MLWEL2.3
MLW EL
-2.3
77
Lu
�
FILL��36/FT�/\^36EL13.0(NIC)L6.0MHWEL+1.5MLWELo
FILL��36Y/FT24EL13.0MHWE+1.5MLWEL-2.3o¢
FILL�36Y/FT�123'EL13.01MHWEL+1.5MLWEL-2.3O
FILL�35Y/FT23'EL13.068'MHWE+1.5ZMLWEL-2.30¢m�
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o
z
o�ui
0 0
68'MHWEL+1.5MLWEL-2.3o0¢
aW z
_
o
O
a
E
L fi.0
0o¢m�
MHWEL+1.5520
+1.5
oo
zo.
-
0o¢
77
Lu
�
FILL��36/FT�/\^36EL13.0(NIC)L6.0MHWEL+1.5MLWELo
FILL�36Y/FT�123'EL13.01MHWEL+1.5MLWEL-2.3O
FILL�35Y/FT23'EL13.068'MHWE+1.5ZMLWEL-2.30¢m�
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o
z
o�ui
0 0
68'MHWEL+1.5MLWEL-2.3o0¢
aW z
_
o
O
a
E
L fi.0
0o¢m�
MHWEL+1.5520
+1.5
oo
zo.
-
0o¢
O
¢
�MLWEL2.3
MLW EL
-2.3
77
Lu
�
FILL��36/FT�/\^36EL13.0(NIC)L6.0MHWEL+1.5MLWELo
FILL�35Y/FT23'EL13.068'MHWE+1.5ZMLWEL-2.30¢m�
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o
z
o�ui
0 0
68'MHWEL+1.5MLWEL-2.3o0¢
aW z
_
o
O
a
E
L fi.0
0o¢m�
MHWEL+1.5520
+1.5
oo
zo.
-
0o¢
O
¢
�MLWEL2.3
MLW EL
-2.3
OX
�
77
Lu
�
FILL��36/FT�/\^36EL13.0(NIC)L6.0MHWEL+1.5MLWELo
L®�29Y/FT13.0
FILwz
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o
z
o�ui
0 0
68'MHWEL+1.5MLWEL-2.3o0¢
aW z
_
o
O
a
E
L fi.0
0o¢m�
MHWEL+1.5520
+1.5
oo
zo.
-
0o¢
O
¢
�MLWEL2.3
MLW EL
-2.3
LnMLWEL-2.30o¢
�
FILL��36/FT�/\^36EL13.0(NIC)L6.0MHWEL+1.5MLWELo
FlLL®^�31Y/FT/24EL13.0MHWEL+1.5
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o
65'Lfi.0MHWEL+1.5MLWEL-2.3
z
o�ui
0 0
65'
aW z
_
o
O
a
E
L fi.0
0o¢m�
MHWEL+1.5520
+1.5
oo
zo.
-
0o¢
zm
�
FILL��36/FT�/\^36EL13.0(NIC)L6.0MHWEL+1.5MLWELo
FIL
L®33Y/FT\�L21EL13.0MHWEL+1.5MLWEL-2.30o
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o
65'Lfi.0MHWEL+1.5MLWEL-2.3
z
o�ui
0 0
65'
aW z
_
o
O
a
E
L fi.0
0o¢m�
MHWEL+1.5520
+1.5
oo
zo.
-
0o¢
O
¢
�MLWEL2.3
MLW EL
-2.3
OX
�
�FILL®36Y/FT24EL13.067'MHWEL+1.5ZMLWEL-2.3
�
FILL��36/FT�/\^36EL13.0(NIC)L6.0MHWEL+1.5MLWELo
FILL�39Y/FT46'EL13.0MHWEL+1.5MLWEL-2.30o
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o
65'Lfi.0MHWEL+1.5MLWEL-2.3
z
o�ui
0 0
65'
aW z
_
o
O
a
E
L fi.0
0o¢m�
MHWEL+1.5520
+1.5
oo
zo.
-
0o¢
O
¢
�MLWEL2.3
MLW EL
-2.3
���38L1.0JMHWEL+1.5MLWEL-2.3
�
FILL��36/FT�/\^36EL13.0(NIC)L6.0MHWEL+1.5MLWELo
FILL�39Y/FT46'EL13.0MHWEL+1.5MLWEL-2.30o
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o
65'Lfi.0MHWEL+1.5MLWEL-2.3
z
o�ui
0 0
65'
aW z
_
o
O
a
E
L fi.0
0o¢m�
MHWEL+1.5520
+1.5
0
zo.
-
0o¢
O
¢
�MLWEL2.3
MLW EL
-2.3
���38L1.0JMHWEL+1.5MLWEL-2.3
�
FILL��36/FT�/\^36EL13.0(NIC)L6.0MHWEL+1.5MLWELo
FILL�35Y/FT
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o
65'Lfi.0MHWEL+1.5MLWEL-2.3
���38L1.0JMHWEL+1.5MLWEL-2.3
�
FILL�35Y/FT
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o
65'Lfi.0MHWEL+1.5MLWEL-2.3
z
o�ui
0 0
�`'FILL®�52Y/FT48EL13065MHWEL+1.5
�
FILL�34Y/FT41EL13.0754L6.0MHWEL+1.5ZMLWEL-2.3o
FILL®56Y
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o �
LL
65'Lfi.0MHWEL+1.5MLWEL-2.3
z
o�ui
0 0
65'
aW z
_
o
O
a
E
L fi.0
0o¢m�
MHWEL+1.5520
+1.5
0
zo.
-
0o¢
�`'FILL®�52Y/FT48EL13065MHWEL+1.5
�
FILL®56Y
Y/FT
49•
r �
a
�
a
EL13.0
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o �
LL
65'Lfi.0MHWEL+1.5MLWEL-2.3
z
o�ui
0 0
65'
aW z
_
o
O
a
E
L fi.0
0o¢m�
MHWEL+1.5520
+1.5
0
zo.
-
0o¢
�`'FILL®�52Y/FT48EL13065MHWEL+1.5
�
L®47Y/FT47'
FIL1z
Y/FT
r �
a
�
a
6
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o �
LL
EL13.065'
z
o�ui
0 0
65'
aW z
_
o
O
a
E
L fi.0
MHWEL+1.5520
+1.5
0
zo.
-
0o¢
O
¢
�MLWEL2.3
MLW EL
-2.3
OX
�
1z
�
L®47Y/FT47'
FIL1z
Y/FT
r �
a
�
a
6
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o �
LL
EL13.065'
z
o�ui
0 0
65'
aW z
_
o
O
a
E
L fi.0
MHWEL+1.5520
+1.5
0
zo.
-
Z
o
O
¢
MLW EL
-2.3
1
4
wz
�
FILL ®^ 43
Y/FT
r �
a
�
a
6
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o �
LL
EL 13.0
z
o�ui
0 0
65'
aW z
_
o
O
a
E
L fi.0
MHW EL
+1.5
zo.
-
Z
o
MLW EL
-2.3
OX
�
I
�
r �
a
�
a
40
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
Oz
a¢
o �
LL
��z
�¢
z
o�ui
0 0
�c
AS
aW z
_
o
O
a
E
1 21 3 4 5
166+00.00 174+00.00 182+00.00 190+00.00
20 zo zo 20 20 zo zo 20
^ 10 10 z 10 10 10 10 Z 10 10
A11of c0 of c0
s n
Q Q Q Q
Z Z Z Z
D D
w w w w m 8
0 0 0 0 0 0 0 0
z z z z
O O O O
I-
> > > >
w -10 -low -10 -low
-10 -low -10 -10
If If
w x
Wz
0
-20 -20 -20 -20 -20 -20 -20 -20
1: -
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
164+00.00 172+00.00 180+00.00 188+00.00
20 20 20 20 20 20 20 20
Q
F Z
Z J
W O u1
z 10 10 z 10 10 Z 10 10 Z 10 10 = Q 0
m W oD U F
Q Q Q ¢ CJ W F W C
z z z z OQ� tnLL
C w o 0 w o 0 w 0 o w o o C ¢ a > Z> W I
0 0 0 z Lu
o U U~~
Z�j N W -o
w w w w OC U 0 OC 0) s
U
w-10 -row-10 -low-10 -row-10 -I0 0 a F 0 h
LL llJ ZLLI
fn F OC N
O
Lu
a Q
-20 -20 -20 -20 -20L -20 -20 -20 U
ro
-100 0 100 200 300 400 -100 0 100 200 300 4C C) 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) I I DISTANCE (FEET) DISTANCE (FEET) v
\VI o
162+00.00 170+00.00 178+00.00 186+00.00
20 20 20 20 20 20 20 20 Q
m
^ 10 10 10 10 10 10 10 10O
of c0 of c0
D o D o Q
Q Q Q Q h
Z Z Z Z
H H H H ^
w w w w
W 0 0 W 0 0 W 0 0 W 0 0 O
B O O O O B
F
> > > >
W -10 -10 W -10 -low -10 --low -10 -10 v
AIn�C. 0
NOTES• y
1. FOR ADDITIONAL INFORMATION o
-20 -zo -zo -2° -20 -zo -zo 2a SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
160+00.00 168+00.00 176+00.00 184+00.00 BASED ON MAY 2019 SURVEY
20 z0 zo 20 20 20 zo 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY. o
10 10 10 10 10 10 10 10 W
LEGEND o
D o D o y
z z z z APPROXIMATE EXISTING
GROUND "
w w w w
W o o W o 0 W o o W o 0 ��V CAk" �
PROPOSED
0 0 0 o RENOURISHMENT \
A a a a a A z3 e7
Q
w w w w
LIMITS OF FILL
w-ro -tow-ro -low-T0 -tow-To -10 oti.cINE,E.�,���c`
10' 0' 10' 20' SEAL
-20 -20 -20 -2° -20 -20 -2o -20 SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-306 0
Sheet 35 of 65 T
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
� FILL � � 46 (:Y/FT
\\
�
EL 13.0
�
FILL 52 (:Y/FT
1
3T
65'
L 6.0
� �
MHW EL
l
44'
EL 13.0
� O
U I
�
� MLW EL
-2.3
EL 13.0
X
L 6.0
�
69
0 0
65'
L 6.0
_ O
MHW EL
+1.5
E
r
L 6.0
7.
-
+1.5
MHW EL
+1.5
-
0
2p
MLW EL
-2.3
0
o_
-2.3
0
MLW EL
-2.3
_
o
m�
�
I
MLW EL
-2.3
o
\\
�
EL 13.0
�
FILL 52 (:Y/FT
Y/FT
/
3T
65'
L 6.0
� �
MHW EL
\
ti
44'
EL 13.0
� O
U I
�
� MLW EL
-2.3
EL 13.0
X
z
�
69
0 0
65'
L 6.0
_ O
a
L 6.0
E
r
L 6.0
MHW EL
+1.5
MHW EL
+1.5
-
0
2p
MHW EL
+1.5
0
� MLW EL
-2.3
0
MLW EL
-2.3
_
X
m�
�
I
MLW EL
-2.3
o
\
�
EL 13.0
�
FILL � � 59 (:Y/FT
Y/FT
1 \
3T
65'
L 6.0
�
MHW EL
+1.5
0
EL 13.0
� O
U I
�
� MLW EL
-2.3
EL 13.0
X
z
�
69
0 0
\ �
so'
EL 13.0
�
FILL � � 6
Y/FT
1 \
3T
65'
L 6.0
�
MHW EL
+1.5
Z
0
EL 13.0
� O
U I
�
� MLW EL
-2.3
EL 13.0
o
z
�
69
0 0
77
�
FILL ®� 32
Y/FT
1 \
3T
a �
a
�
\
25'
EL 13.0
� O
U I
0'
EL 13.0
\
EL 13.0
EL 13.0
z
o�ui
69
0 0
71'
L 6.0
_ O
a
L 6.0
E
r
L 6.0
MHW EL
+1.5
MHW EL
+1.5
-
0
2p
MHW EL
+1.5
a
� MLW EL
-2.3
0
MLW EL
�
-2.3
_
0
m�
�
I
MLW EL
-2.3
o
/
�
FILL ®� 31
Y/FT
1 \
3T
a �
a
�
\
4
EL 13.0
� O
U I
0'
EL 13.0
� r
EL 13.0
L 13.0
z
o�ui
69
0 0
6
L 6.0
_ O
a
L 6.0
E
r
L fi.0
MHW EL
+1.5
MHW EL
+1.5
-
0
p
MHW EL
+1.5
-
a
� MLW EL
-2.3
0
� MLW EL
-2.3
-
o
o
m�
�
I
MLW EL
-2.3
o
/ 1
Wz
�
FILL ®� 36
/FT
\
3T
a �
a
�
\
47'
EL 13.0
� O
U I
0'
EL 13.0
� r
EL 13.0
6s'
z
o�ui
69
0 0
6s'
L 6.0
_ O
a
L 6.0
E
65'
L fi.0
MHW EL
+1.5
MHW EL
+1.5
-
0
2p.
MHW EL
+1.5
0
� MLW EL
-2.3
0
MLW EL
-2.3
-
o
o
m�
�
I
MLW EL
-2.3
o
/ 1
Wz
�
FILL ®� 40
Y/FT
\
3T
a �
a
�
\
2
EL 13.0
� O
U I
0'
EL 13.0
� r
44'
6s'
z
o�ui
69
0 0
68'
L 6.0
_ O
a
L 6.0
E
65'
L 6.0
MHW EL
+1.5
MHW EL
+1.5
-
0
2p.
-
+1.5
Z
0
� MLW EL
-2.3
0
� MLW EL
-2.3
-
o
X
m�
�
I
MLW EL
-2.3
o
�L
1
�
FILL � � 37 (:Y/FT
a \
\
a �
a
�
\
2
� O
U I
0'
EL 13.0
� r
44'
EL 13.0
z
o�ui
69
0 0
68'
aW z
_ O
a
L 6.0
E
65'
L 6.0
MHW EL
+1.5
-
0
p
MHW EL
+1.5
a
� MLW EL
-2.3
0
MLW EL
-2.3
-
o
0
¢
m�
I
MLW EL
-2.3
o
/\
�
FILL � � 35 C T
a \
\
a �
a
�
\
2
� O
U I
0'
EL 13.0
� r
44'
L 13.0
z
o�ui
69
0 0
70'
aW z
_ O
a
L 6.0
E
65'
L 6.0
MHW EL
+1.5
-
0
p,
MHW EL
+1.5
a
� MLW EL
-2.3
0
MLW EL
-2.3
-
o
O
¢
m�
� \
I
�
FILL � � 33 (:Y/FT
Y
\
a �
a
�
\
2
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
� r
44'
L 13.0
z
o�ui
0 0
70'
aW z
_ O
a
O
E
65'
L 6.0
r
L 6.0
p,
MHW EL
+1.5
a
p'
MLW EL
-2.3
-
o
O
¢
m�
I
MLW EL
-2.3
o
/ \
�
FILL t1 � 31 (:Y/FT
Y
\
a �
a
�
\
\
Ss'
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
\
44'
EL 13.0
z
o�ui
0 0
70'
aW z
_ O
a
O
E
65'
L fi.0
r
L 6.0
p,
MHW EL
+1.5
Z
o
p'
� MLW EL
-2.3
-
o
0
a
m�
I
MLW EL
-2.3
o
r\
�
FILL ®^ 37
Y
\
a �
a
�
\
46'
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
\
44'
EL 12.5
z
o�ui
0 0
EL 12.0
aW z
_ O
a
O
E
65'
L 6.0
r
L 6.0
2p
MHW EL
+1.5
Z
a
p'
MHW EL
+1.5
-
o
0
¢
�
I
MLW EL
-2.3
o
o
m�
�
MLW EL
-2.3
X
¢
�
r\
�
FILL ®� 38 (Y/FT
\
a �
a
�
\
46'
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
\
5'
EL 12.5
z
o�ui
0 0
EL 12.0
aW z
_ O
a
O
E
69'
L 6.0
r
L 6.0
2p
MHW EL
+1.5
Z
a
p'
MHW EL
+1.5
-
o
0
¢
�
MLW EL
-2.3
o
m�
�
r\
�
FILL ®� 39 (Y/FT
\
a �
a
�
\
46'
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
\
v
EL 12.5
z
o�ui
0 0
70'
aW z
_ O
a
O
E
L 6.0
2p
MHW EL
+1.5
Z
a
l
� MLW EL
`-
-2.3
-
o
0
¢
m�
� MLW EL
-2.3
o
¢
m�
�
�^\
�
FILL ®� 38 (Y/FT
\
a �
a
�
\
8
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
\
v
L .0
z
o�ui
0 0
68'
aW z
_ O
a
O
E
6.0
p
MHW EL
+1.5
Z
a
� MLW EL
`-
-2.3
0
¢
m�
I
�
a �
a
�
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
OZ
a¢
v
�¢
z
o�ui
0 0
�c
AS
aW z
_ O
a
O
E
198+00.00
20
206+00.00
20 20-
10 10
0
zZ
w
0 0
z
O
-10w -10
32'
W J
�L m
z
FILL ® - 29
FILL @ - 33(:Y/FT
4,
l\
38
s
L fi.5
zp,
MHW EL
+1.5
0
8.
EL 12.0
O
\
MLW EL
-2.3
1
a
¢
w
m
m
EL 12.0
L 6.0
L 6.0
206+00.00
20 20-
10 10
0
zZ
w
0 0
z
O
-10w -10
214+00.00
20 20
32'
W J
�L m
z
FILL ® - 29
Y/FT
4,
l\
38
82'
L 6.5
MHW EL
KA,
+1.5
EL 12.0
\
8.
EL 12.0
O
\
5'
-2.3
1
27'
69'
_ o
EL 12.0
L 6.0
L 6.0
EL 12.0
71'
O�
MHW EL
+1.5
MHW EL
62'
L fi.0
MHW EL
ao.
o
z �
z
L 6.0
MLW EL
-
-2.3
z
o
o
o
ML W EL
-2.3
214+00.00
20 20
222+00.00
20 20-
10 10
0
zZ
w
0 0
z
O
-row -10
32'
W J
�L m
z
FILL ® - 51
FILL @ - 44(:Y/FT
\\
l\
38
82'
L 6.5
MHW EL
KA,
+1.5
W
N2
\
8.
EL 12.0
O
\
5'
-2.3
1
27'
65'
_ o
EL 12.0
L 6.5
L 6.0
EL 12.0
71'
O�
MHW EL
+1.5
MHW EL
62'
L fi.0
MHW EL
ao.
-
o
z
L 6.0
MHW EL
+1.5
z
-
z
o
o
ML W EL
-2.3
MHW EL
+1.5
z
o
¢
m
m
MLW EL
-2.3
-
o
m
m
222+00.00
20 20-
10 10
0
zZ
w
0 0
z
O
-row -10
5
20
10
0
-I0
LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV Lu1 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
196+00.00 204+00.00 212+00.00 220+00.00
20
^ 10
z
w
C v o
O
w
w -10
32'
W J
�L m
z
FILL ® - 51
Y
\\
l\
38
82'
L 6.5
MHW EL
KA,
+1.5
W
N2
\
8.
EL 12.0
O
\
5'
-2.3
63'
Z_
65'
_ o
EL 12.0
L 6.5
L 6.0
80
71'
O�
MHW EL
+1.5
MHW EL
+1.5
L fi.0
MHW EL
ao.
-
o
z
L 6.0
MHW EL
+1.5
z
-
z
o
o
ML W EL
-2.3
~ MLW EL
o
a
z
�
o
¢
m
m
5
20
10
0
-I0
LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV Lu1 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
196+00.00 204+00.00 212+00.00 220+00.00
20
^ 10
z
w
C v o
O
w
w -10
20 20 20 20
FILL ®� 30 Y/FT
� 0•
2.0
10 10 10 10
z z
MHW EL +1.5
o w o o w 0
� MLW EL -2.3 `W-'
0 _ O
F- z
w w
-row -10 -low-lo
C
a m m
32'
W J
�L m
z
FILL @ - 39 C T
FILL @ - 35 (:Y/FT
Y/FT
l\
38
82'
L 6.5
MHW EL
KA,
+1.5
W
N2
\
8.
EL 12.0
O
LL
W
MLW EL
-2.3
63'
33'
65'
_ o
ar
L 6.5
L 6.0
80
L fi.0
O�
MHW EL
+1.5
MHW EL
+1.5
L fi.5
MHW EL
ao.
-
o
z
L 6.0
0,
MHW EL
J; KATI F1
+1.5
-
z
o
o
z
2p,
~ MLW EL
-2.3
0
o
¢
m
m
MLW EL
-2.3
-
20 20 20 20
FILL ®� 30 Y/FT
� 0•
2.0
10 10 10 10
z z
MHW EL +1.5
o w o o w 0
� MLW EL -2.3 `W-'
0 _ O
F- z
w w
-row -10 -low-lo
C
a m m
20 20-
10 10
co
z
w
o ,. 0-
z
w
-row _10-
FILL
m
32'
W J
�L m
z
FILL @ - 39 C T
FILL ® - 49
Y/FT
l\
38
82'
L 6.5
MHW EL
KA,
+1.5
W
N2
J \
30'
EL 12.0
O
LL
W
MLW EL
-2.3
63'
33'
65'
_ o
ar
L 6.5
L 6.0
EL 12.0
L fi.0
O�
MHW EL
+1.5
MHW EL
+1.5
L 6.0
MHW EL
ao.
-
o
z
L 6.0
Zp
MHW EL
MLW EL
-2.3
o
o
z
2p,
MHW EL
+1.5
0
20 20-
10 10
co
z
w
o ,. 0-
z
w
-row _10-
FILL
m
20
10
0
-I0
LV100 0 100 200 300 400 LV LV100 0 100 200 300 4C /` \ 0 100 200 300 400 LV Lu100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) C � I I C)
DISTANCE (FEET) DISTANCE (FEET)
194+00.00 202+00.00 I \VI J 210+00.00 218+00.00
20 20 20 20 20 20 20 20
32'
W J
�L m
z
FILL ® - 31(Y/FT
FILL ® - 49
Y/FT
l\
38
82'
L 6.5
MHW EL
KA,
+1.5
W
N2
J \
30'
2.0
O
LL
W
MLW EL
-2.3
\�
33'
65'
_ o
ar
L 6.5
E
EL 12.0
L fi.0
O�
MHW EL
+1.5
z
67'
L 6.0
MHW EL
+1.5
z
o
L 6.0
Zp
MHW EL
+1.5
z
o
2p,
MHW EL
+1.5
0
o
z
�
MLW EL
-2.3
-
o
¢
m
m
20
10
0
-I0
LV100 0 100 200 300 400 LV LV100 0 100 200 300 4C /` \ 0 100 200 300 400 LV Lu100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) C � I I C)
DISTANCE (FEET) DISTANCE (FEET)
194+00.00 202+00.00 I \VI J 210+00.00 218+00.00
20 20 20 20 20 20 20 20
\
32'
W J
�L m
z
FILL ® - 31(Y/FT
FILL @ - 32 (:Y/FT
/FT
U 10
38
82'
L 6.5
MHW EL
KA,
+1.5
W
N2
z
30'
2.0
O
LL
W
MLW EL
-2.3
\
30'
65'
_ o
ar
L 6.5
E
J
L fi.0
O�
MHW EL
+1.5
z
79'
L 6.0
MHW EL
+1.5
z
o
L 6.5
Zp
MHW EL
+1.5
z
o
2p,
MHW EL
J; KATI F1
+1.5
Z
o
z
�
MLW EL
~^1
-2.3
-
o
m
�
\
32'
W J
�L m
z
FILL ® - 31(Y/FT
Z@-
/FT
U 10
38
82'
L 6.5
MHW EL
KA,
+1.5
W
N2
z
30'
2.0
O
LL
W
MLW EL
-2.3
\
23'
65'
_ o
ar
L 6.5
E
ff.]
0
-10
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-�.. . . . . -�.. -�.. -.. -... . . . . . -�.. 11F'I I.HL JCI.IIVfV VfV Jr'ICCI
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
192+00.00 200+00.00 208+00.00 216+00.00 BASED ON MAY 2019 SURVEY
s
W J
�L m
z
FILL ® - 31(Y/FT
FILL @ - 35 (:Y/FT
Y/FT
U 10
38
N LL
zaz
W U
WO
\
W
N2
�
30'
2.0
O
LL
W
4
O m
a Q
\
23'
65'
_ o
ar
L 6.5
E
63'
L fi.0
O�
MHW EL
+1.5
z
78'
L 6.0
MHW EL
+1.5
z
o
L 6.5
Zp
MHW EL
+1.5
z
o
2p,
MLW EL
-2.3
Z
o
z
�
MLW EL
-2.3
-
ff.]
0
-10
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-�.. . . . . -�.. -�.. -.. -... . . . . . -�.. 11F'I I.HL JCI.IIVfV VfV Jr'ICCI
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
192+00.00 200+00.00 208+00.00 216+00.00 BASED ON MAY 2019 SURVEY
s
W J
�L m
z
FILL ® - 31(Y/FT
FILL ® - 47
Y/FT
U 10
38
N LL
zaz
W U
WO
\
W
N2
/ \
25'
EL 12.0
O
LL
W
4
O m
a Q
\
23'
EL 12.0
_ o
ar
L 6.5
E
63'
L 6.0
O�
MHW EL
+1.5
z
78'
L 6.0
MLW EL
-2.3
z
o
L 6.5
MHW EL
+1.5
z
o
2p,
MLW EL
-2.3
Z
o
z
MLW EL
-2.3
-
ff.]
0
-10
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-�.. . . . . -�.. -�.. -.. -... . . . . . -�.. 11F'I I.HL JCI.IIVfV VfV Jr'ICCI
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
192+00.00 200+00.00 208+00.00 216+00.00 BASED ON MAY 2019 SURVEY
20 20
0 10
0
z
w
0 0
z
O
w
-row -T0
IA
s
W J
�L m
z
FILL ® - 31(Y/FT
FILL 3:Y/FT
Y/FT
U 10
38
N LL
zaz
W U
WO
\
W
N2
\
25'
EL 12.0
O
LL
W
4
O m
a Q
��N
31'
66'
_ o
ar
L 6.5
E
60'
L 6.0
O�
MHW EL
+1.5
z
78'
MLW EL
-2.3
z
o
L 6.5
MLW EL
-2.3
-2.3
o
2p,
MHW EL
+1.5
Z
o
z
MLW EL
-2.3
-
o
m
�
20 20
0 10
0
z
w
0 0
z
O
w
-row -T0
IA
s
W J
�L m
z
FILL ® - 31(Y/FT
FILL @ - 33(:Y/FT
Y/FT
U 10
38
N LL
zaz
W U
WO
\
W
N2
\
25'
EL 12.0
O
LL
W
4
O m
a Q
��N
U
66'
_ o
ar
L 6.5
E
60'
L 6.0
O�
MHW EL
+1.5
z
z
MLW EL
-2.3
z
o
MLW EL
20 20
0 10
0
z
w
0 0
z
O
w
-row -T0
IA
s
W J
�L m
z
Ln U
N
FILL @ - 33(:Y/FT
Y/FT
U 10
38
N LL
zaz
W U
WO
oN�q
W
N2
\
25'
EL 12.0
O
LL
W
z
¢
O m
a Q
��N
U
66'
_ o
a
O
E
60'
L 6.0
MHW EL
KATI F1
+1.5
-114O
z
MLW EL
-2.3
-2.3
o
v MLW EL
20 20
0 10
0
z
w
0 0
z
O
w
-row -T0
IA
s
W J
�L m
z
Ln U
N
FILL ® - 47
Y/FT
U 10
O ¢
N LL
zaz
W U
WO
oN�q
W
N2
\
25'
OaW
O
LL
W
z
¢
O m
a Q
��N
U
EL .0
_ o
a
O
E
60'
MHW EL
+1.5
-2.3
z
v MLW EL
o
z
¢
m
m
20 BY GEODYNAMICS AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
-lo
® LIMITS OF FILL
10' 0' 10' 20'
Q
F Z
s
W J
�L m
z
Ln U
N
U
F
2
W
U 10
O ¢
N LL
zaz
W U
WO
oN�q
W
N2
LSO
U
It co
OaW
O
LL
W
z
¢
O m
a Q
��N
U
Myo
°'wz
E
I
s
�
-
a �
a
5
�
.£ a
2
40
z O
w
U
zz
2
U
¢
wm
0.2 U
111U -
Q Z
3mz
oN�q
oz
o
z
�¢
z
o�u
"W
0 0
L
��N
�c
Af
Myo
°'wz
_ o
a
O
E
:zIQ
v
C
m
0
v
Q
0
v
0
0
0
SCALE: 1"=10' VERTICAL Sheet o
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 400 u LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 u 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C307 0
Sheet 36 of 65 T
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
1 21 3 4 5
230+00.00 238+00.00 246+00.00 254+00.00
20 20 20 20 20 20 20 20
FILL ® - 58 Y/FT
EL 13.0
777 7
TO TO Z To TO TO TO z 10 10
o� oD o� oD
73' a
> > 6.0 > >
Q Q Q Q
Z Z Z Z
MHW EL +1.5
D w w 2p. _ w w D 8
0 0 0 0 0 0 0 o g
MLW EL -2.3
O O O O
w w w w
W -10 -row -10 -low -10 -row -10 -lo
X
wx
W11
Ti a
-20 -zo -20 -2a -20 -zo -20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
228+00.00 236+00.00 244+00.00 252+00.00
20 20 20 20 20 Z20 20
W ro ro ro ro ro ro m m Q 0m oDz a > W
z z z z O� co
w ZO F Q
o o v o o v o o v o oW°D0 0 0 o z Ly
U F- Z�jNWWw w w w�0 stn -10 -row -10 -low -10 -row -10 -I0OFLL WO
FWz LuNa-20-20 -20 -20 -20 -20 -20 -20-100 0100 200 300 400 -100 0 100 200 300 4( C) 0 100 200 300 400 -100 0 100 200 300 400DISTANCE (FEET) DISTANCE (FEET) I I DISTANCE (FEET) DISTANCE (FEET) \VI 226+00.00 234+00.00 242+00.00 250+00.00 w.20 20 20 20 20 20 20 20 10 10 10 10 10 10 10 10oD o0 m> > > o > > > > Q Q Q
Z Z Z Z
H H w o oo 0 o 0 o 0B OOO OBF- I> > > >W W -10 -row -10 -I0 w -10 -row -10 -I OAIn�C NOTES• 1. FOR ADDITIONAL INFORMATION -20 -zo -20 -2a -20 -zo -20 20 SEE BEACH RENOURISHMENT TYPICAL SECTION ON SHEET -100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
224+00.00 232+00.00 240+00.00 248+00.00 BASED ON MAY 2019 SURVEY20 20 20 20 20 20 20 20 BY GEODYNAMICS AND REPRESENTS THE APPROXIMATECONDITIONS AT THE TIME OFTHE SURVEY.10 10 10 10 10 10 10 10 LEGEND 0 0 o roz z z z APPROXIMATE EXISTING
GROUND w w w0 o W o 0 W 0 o W 0 0 ��V CAkp�PROPOSED 0 0 0 0 RENOURISHMENTF a a az3eww w w
LIMITS OF FILLx���-10 -row-10 -low-10 -row-10 -1010' 0' 10' 20' SE -20 -20 -20 -20 -20 -zo -20 -20 SCALE: 1"=10' VERTICAL Sheet -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No.DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-308 0Sheet 37 of 652 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
If If FILL
r
�
FILL �59Y/FTEL
FILL �62Y/FTLI2.0
Y/FT12.0
2P
31'
EL 13.0
FILL ®^ 52
Y
�
13.0
11
31'
7r
OZ
a¢
v
12.078MLW
z
o�ui
77
12.0n'MLW
L 6.0
J`
L 6.0
o
aW z
_ o
a
79'ZMLW
75'
O
E
MHW EL
+1.5
EL+1.5MLEL
n'
6.0WEL+1.5MLW
2p.
-
-2.30
Z
L 6.0
EL
-2.30o
r
�
FILL �59Y/FTEL
FILL � -• 56Y/FTEL
Y/FT12.0
2P
31'
EL 13.0
FILL ®^ 52
Y
�
13.0
11
31'
7r
OZ
a¢
v
12.078MLW
z
o�ui
77
12.0n'MLW
L 6.0
J`
L 6.0
o
aW z
_ o
a
79'ZMLW
75'
O
E
MHW EL
+1.5
+1.5
n'
6.0WEL+1.5MLW
2p.
-
Z
L 6.0
EL
-2.30o
-2.3
o
z
r
MLW EL
EL
EL
r
�
FILL � -• 56 (:Y/FT
FILL � -• 56Y/FTEL
Y/FT12.0
2P
31'
EL 13.0
FILL ®^ 52
Y
�
13.0
11
31'
7r
OZ
a¢
v
71'
z
o�ui
77
12.0n'MLW
L 6.0
J`
L 6.0
o
aW z
_ o
a
79'ZMLW
75'
O
E
MHW EL
+1.5
+1.5
n'
6.0WEL+1.5MLW
2p.
-
Z
L 6.0
MLW EL
E+1.5ZMLW
-2.3
o
o
r
MLW EL
EL
EL
-2.30O
2
m�
0
If
�
�
EL
-2.30
Z
o
r
�
FILL � -• 56 (:Y/FT
FILL ��•5Y/FT40'EL
Y/FT12.0
2P
31'
EL 13.0
FILL ®^ 52
Y
�
13.0
11
31'
7r
OZ
a¢
v
71'
z
o�ui
77
12.076'MHW
L 6.0
J`
L 6.0
o
aW z
_ o
a
79'ZMLW
75'
O
E
MHW EL
+1.5
+1.5
n'
6.0WEL+1.5MLW
2p.
-
Z
L 6.0
MLW EL
E+1.5ZMLW
-2.3
o
o
r
MLW EL
EL
EL
-2.300a
2
m�
0
If
�
�
EL
-2.30
Z
o
r
�
FILL � -• 56 (:Y/FT
FIL
L ®58Y/FT36'
Y/FT12.0
2P
31'
EL 13.0
FILL ®^ 52
Y
�
13.0
11
31'
7r
OZ
a¢
v
71'
z
o�ui
77
12.07MHWEL+1.5MLW
L 6.0
J`
L 6.0
o
aW z
_ o
a
79'ZMLW
75'
O
E
MHW EL
+1.5
+1.5
n'
6.0WEL+1.5MLW
2p.
-
Z
L 6.0
MLW EL
MLW EL
-2.3
o
o
r
MLW EL
EL
-2.30O
-2.30¢m�
2
m�
0
If
�
�
EL
-2.30
Z
o
o
a
m�
�
� MLW EL
J
-2.3
r
�
FILL � -• 56 (:Y/FT
®�FT43'EL
Y/FT12.0
2P
31'
EL 13.0
FILL ®^ 52
Y
�
13.0
v 1
31'
7r
OZ
a¢
v
71'
z
o�ui
12.0n'MHWEL15MLW
L 6.0
J`
L 6.0
o
aW z
_ o
a
79'ZMLW
75'
O
E
MHW EL
+1.5
+1.5
n'
6.0WEL+1.5MLW
2p.
-
Z
L 6.0
MLW EL
MLW EL
-2.3
o
o
r
MLW EL
EL
-2.30O
-2.30¢m�
2
m�
0
If
�
�
EL
-2.30
r
�
FILL � -• 56 (:Y/FT
FILL ®62
Y/FT12.0
2P
31'
EL 13.0
FILL ®^ 52
Y
�
13.0
v 1
31'
7r
OZ
a¢
v
71'
z
o�ui
s
L 6.0
J`
L 6.0
o
aW z
_ o
a
79'ZMLW
75'
O
E
MHW EL
+1.5
+1.5
n'
6.0WEL+1.5MLW
2p.
-
Z
L 6.0
MLW EL
MLW EL
-2.3
o
o
r
MLW EL
-2.3
EL
-2.30¢m�
2
m�
0
If
�
�
EL
-2.30
Z
o
r
�
FILL � -• 56 (:Y/FT
FILL �55Y/FT35'13.070L
\ � �
2P
31'
EL 13.0
FILL ®^ 52
Y
�
13.0
v 1
31'
7r
OZ
a¢
v
71'
z
o�ui
s
L 6.0
J`
L 6.0
o
aW z
_ o
a
7s
75'
O
E
MHW EL
+1.5
+1.5
n'
6.0WEL+1.5MLW
2p.
-
Z
L 6.0
MLW EL
MLW EL
-2.3
o
o
r
MLW EL
-2.3
MLW EL
�
2
m�
0
If
�
�
EL
-2.30
Z
o
o
a
m�
�
� MLW EL
J
-2.3
o
¢
z
m�
�
r
�
FILL � -• 56 (:Y/FT
FILL �55
\ � �
2P
31'
EL 13.0
FILL ®^ 52
Y
�
13.0
v 1
31'
7r
OZ
a¢
v
71'
z
o�ui
s
L 6.0
J`
L 6.0
o
aW z
_ o
a
7s
75'
O
E
MHW EL
+1.5
+1.5
n'
L 6.0
2p.
-
Z
L 6.0
MLW EL
MLW EL
-2.3
o
o
r
MLW EL
-2.3
MLW EL
�
2
m�
0
If
�
�
MLW EL
-2.3
Z
o
r
�
FILL � -• 56 (:Y/FT
FILL � -• 57 (:Y/FT
\ � �
2P
29
EL 13.0
FILL ®^ 52
Y
�
13.0
v 1
31'
n'
OZ
a¢
v
71'
z
o�ui
s
L 6.0
J`
L 6.0
o
aW z
_ o
a
7s
75'
O
E
MHW EL
MHW EL
+1.5
n'
L 6.0
2p
-
Z
L 6.0
MLW EL
-2.3
-2.3
o
o
r
MLW EL
-2.3
MLW EL
O
a
2
m�
0
a
m�
�
r
�
FILL � -• 57 (:Y/FT
\ � �
\ / 1
29
EL 13.0
FILL ®^ 52
Y
`J
Y/FT
v 1
31'
n'
OZ
a¢
v
29'
EL 14.0
z
o�ui
s
L 6.0
J`
�c
AS
o
aW z
_ o
a
7s
75'
O
E
MHW EL
+1.5
n'
L 6.0
2p.
-
Z
L 6.0
MHW EL
-
MLW EL
-2.3
o
o
r
MLW EL
-2.3
MLW EL
_
z
0
a
m�
�
MLW EL
-2.3
Z
o
r
�
FILL ®^ 54
\ � �
\ / 1
30'
FILL ®^ 52
Y
`J
Y/FT
v 1
31'
EL 14.0
OZ
a¢
v
29'
EL 14.0
z
o�ui
s
J`
�c
AS
o
aW z
_ o
a
7s
75'
O
E
n'
L 6.0
L 6.0
MHW EL
-
+1.5
+1.5
o
r
MLW EL
-2.3
MLW EL
X
z
�
m�
�
\ � �
wz
�
FILL ®^ 54
Y/FT
\ / 1
30'
FILL ®^ 54
Y/FT
v 1
31'
EL 14.0
OZ
a¢
v
za
z
o�ui
s
�c
AS
o
aW z
_ o
a
7s
O
E
n'
L 6.0
L 6.0
MHW EL
+1.5
o
_
MLW EL
-2.3
OX
¢
m�
�
MLW EL
-2.3
Z
o
\
�
L ®- 54
FILIS
Y/FT
� J 1
�
FILL ®^ 54
Y/FT
v 1
31'
EL 14.0
OZ
a¢
v
za
z
o�ui
s
�c
AS
o
aW z
_ o
a
75'
O
E
n'
L 6.0
L 6.0
MHW EL
+1.5
MHW EL
+1.5
zp.
MLW EL
-2.3
Z
o
o
a
m�
�
� MLW EL
J
-2.3
I
�
a �
\
�
FILL ®^ 54
Y/FT
r l
31
oN�jq
OZ
a¢
v
za
z
o�ui
13.7
�c
AS
o
aW z
_ o
a
i
O
E
n'
L 6.0
MHW EL
+1.5
zp.
-
Z
o
� MLW EL
J
-2.3
o
¢
z
m�
�
I
�
a �
a
�
� O
4
U I
2
U
¢
m
p 2 U
111U -
a Z
3m�
oN�jq
OZ
a¢
v
za
z
o�ui
0 0
�c
AS
o
aW z
_ o
a
O
E
1 2 3 4 5
262+00.00 270+00.00 278+00.00 286+00.00
20 20 20 20 20 20 20 20
^ 10 10 10 10 10 10 Z 10 10
s n
Q Q Q Q 77
Z Z Z Z
D D
w w w w =a
v o 0 v o 0 v o 0 v 0 0 g
O O O O
F
> > > >
w -10 -row -10 -low -10 -row -10 -10
po w 8
0
-20 -20 -20 -20 -20 -20 -20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
260+00.00 268+00.00 276+00.00 284+00.00
20 20 20 20 20 20 20 20
Q
F Z
W J
TO To z TO TO Z TO TO Z m 1D = Q 0
m W m to U F
� W F W -
z z z z OQ� tnLL
C w o o w 0 o w 0 0 w o 0 C OWC a > Z> W a
0 0 z o U U~ ~
F- 0 0 Z�j N W -o
W
w w w w
X00 pay i
w -10 -row -10 -low -10 -1p w -10 -IO
OaF
LL W O
F m W °
F_ N
O
a Q
-20 -20 -20 -20 -20 -20 -20 -20 U
w
-100 0 100 200 300 400 -100 0 100 200 300 41 C) 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) I I DISTANCE (FEET) DISTANCE (FEET) v
\VI o
258+00.00 266+00.00 274+00.00 282+00.00
20 20 20 20 20 20 20 20 `z
s
^ 10 10 10 10 10 10 10 10 'Q
00 oD o0 oD �
0 0
Q Q Q Q h
Z Z Z Z
H H H H ^
w w w w
LL o 0 LL o o LL 0 0 LL o 0 0
B O O O O B
000
> > > >
w -10 -row -10 -low-lo -row -10 -10 v
AIn�C. 0
NOTES y
1. FOR ADDITIONAL INFORMATION o
-20 -zo -20 -2a -20 -zo -20 20 SEE BEACH RENOURISHMENT "�'
TYPICAL SECTION ON SHEET
-100 0 100 200 300 40<20
100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
256+00.00 264+00.00 272+00.00 280+00.00 BASED ON MAY 2019 SURVEY 0 In
20 20 20 z0 20 20 BY GEODYNAMICS AND REPRESENTS THE APPROXIMATECONDITIONS AT THE TIME OF
77 THE SURVEY.10 1010 10 10 to 10 10 LEGEND o D o z 77 z z zAPPROXIMATE EXISTING
GROUND w wo 0 0 o o 0�V CAkp�PROPOSED0 0 0 0 RENOURISHMENT a a a a A z3e7w w w wLIMITS OF FILL���� MT0 -tow -ro -low -To -tow -1 -10w X 10' 0' 10'',"Q�7+7f 20 -20 -20 -2a -20 -zo -20 -20 SCALE: 1"=10' VERTICALSheet-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No.DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-309 0Sheet 38 of 652 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
\
3
EL 14.0
�
FILL �39Y/FT2sEL
FILL �42Y/FT26EL
Y/FT
6
25'
140.rL6.0MHWE+1.5zp_MLW
L 6.0
zo
MHW EL
-
14.0MHW
\
n22'
EL 14.07s'MHW
OZ
a¢
.,
.r.
-2.3
\s
o
¢
V
7s'
74
awz
_ o
a
76
L 6.0
L 6.0
E+1.5-MLEL
77
L 6.0
MHW EL
+1.5
0
MHW EL
+1.5
zp.
-
-2.3oo
+1.5-MLWEL
0
z¢
-2.3
� MLW EL
-2.3
EL-2.3oo�¢
\
3
EL 14.0
�
FILL��4
FILL �42Y/FT26EL
Y/FT
6
25'
140.rL6.0MHWE+1.5zp_MLW
L 6.0
zo
MHW EL
-
EL 14.0
\
n22'
EL 14.07s'MHW
OZ
a¢
.,
.r.
-2.3
\s
o
¢
V
7s'
74
awz
_ o
a
76
L 6.0
L 6.0
EL 6.0
77
L 6.0
MHW EL
+1.5
0
MHW EL
+1.5
zp.
-
EL
+1.5-MLWEL
0
MLW EL
-2.3
� MLW EL
-2.3
EL-2.3oo�¢
¢
m�
s
m�
MLW EL
-2.3
-2.30oa
0
\
3
EL 14.0
�
FILL��4
FILL � �45Y/FT27,
Y/FT
6
25'
L 6.0
zo
MHW EL
-
EL 14.0
\
n22'
EL 14.07s'MHW
OZ
a¢
.,
.r.
-2.3
\s
o
¢
V
7s'
74
awz
_ o
a
76
L 6.0
L 6.0
EL 6.0
77
L 6.0
MHW EL
+1.5
0
MHW EL
+1.5
zp.
-
EL
+1.5-MLWEL
0
MLW EL
-2.3
� MLW EL
-2.3
MHW EL
¢
m�
s
m�
MLW EL
-2.3
-2.30oa
0
m�
z
m�
�
m�
�
MLW EL
-2.3
\
3
EL 14.0
�
FILL��4
FILL ®� 42
Y/FT
6
25'
L 6.0
zo
MHW EL
-
EL 14.0
\
n22'
EL 14.0
OZ
a¢
.,
.r.
-2.3
\s
o
¢
V
7s'
74
awz
_ o
a
76
L 6.0
L 6.0
EL 6.0
77
L 6.0
MHW EL
+1.5
0
MHW EL
+1.5
zp.
-
+1.5
Z
0
0
MLW EL
-2.3
� MLW EL
-2.3
MHW EL
¢
m�
s
m�
MLW EL
\
3
EL 14.0
�
FILL ®^ 36
FILL ®� 42
Y/FT
u\
25'
L 6.0
zo
MHW EL
-
+1.5
\
n22'
EL 14.0
OZ
a¢
.,
MLW EL
-
-2.3
\s
o
¢
V
�
74
awz
_ o
a
76
L 6.0
L 6.0
EL 6.0
77
L 6.0
MHW EL
+1.5
0
MHW EL
+1.5
0
MHW EL
+1.5
+1.5
0
MLW EL
-2.3
Ip.
-
MHW EL
+1.5
Z
o
O
¢
m�
MLW EL
-2.3
-2.3
0
m�
z
m�
�
m�
�
MLW EL
-2.3
o
¢
�
\
3
EL 14.0
�
FILL ®^ 36
FILL ®� 40
Y/FT
^\
25'
L 6.0
zo
MHW EL
-
+1.5
Z
29'
EL 14.0
OZ
a¢
.,
MLW EL
-
-2.3
o�ui
o
¢
s
�
74
awz
_ o
�
�
FILL ®^ 36
FILL ®� 38
/FT
^\
25'
40
\
5
�
29'
EL 14.0
OZ
a¢
.,
31
EL 13.0
o�ui
s
70'
74
awz
_ o
a
76
L 6.0
L 6.0
EL 6.0
L 6.0
MHW EL
+1.5
0
MHW EL
+1.5
0
MHW EL
+1.5
+1.5
0
MLW EL
-2.3
Ip.
-
_
o
Z
o
O
¢
m�
MLW EL
-2.3
-2.3
OX
¢
m�
z
m�
�
m�
�
�
�
FILL ®^ 36
FILL ®� 36
Y/FT
\
26'
40
\
5
\�
29'
EL 14.0
OZ
a¢
.,
31
EL 13.0
o�ui
s
70'
74
awz
_ o
a
7s
L 6.0
L 6.0
EL 6.0
L 6.0
MHW EL
+1.5
0
MHW EL
+1.5
0
MLW EL
MHW EL
+1.5
0
MLW EL
-2.3
MLW EL
2p.
_
-2.3
Z
o
O
¢
m�
� MLW EL
-2.3
0
¢
o
¢
z
m�
�
�
�
FILL ®^ 36
FILL � � 56 (:Y/FT
Y/FT
\
21'
40
\
5
\�
29'
L 14.0
OZ
a¢
.,
31
EL 13.0
o�ui
EL 13.0
70'
74
awz
_ o
a
7a'
L 6.0
L 6.0
EL 6.0
L 6.0
MHW EL
+1.5
0
MHW EL
+1.5
0
MLW EL
MHW EL
+1.5
0
MLW EL
-2.3
MLW EL
�7
�
-2.3
0
O
¢
m�
MLW EL
-2.3
0
¢
m�
�
\
�
FILL ®^ 36
FILL � � 53 C T
Y/FT
\
21'
40
\
5
\ F
2
U
m
p 2 U
111U -
Q Z
3m�
L 14.0
OZ
a¢
.,
31
EL 13.0
o�ui
.r.
70'
74
awz
_ o
a
68
L 6.0
L 6.0
EL 6.0
L 6.0
MHW EL
+1.5
0
MHW EL
+1.5
0
MLW EL
MHW EL
+1.5
0
MLW EL
-2.3
MLW EL
0
a
�
-2.3
Z
0
O
¢
m�
\
�
FILL ®^ 36
FILL � � 53 (:Y/FT
Y/FT
\
21'
40
\
5
\ F
2
U
m
p 2 U
111U -
Q Z
3m�
L 14.0
OZ
a¢
�
EL 12.0
13.0
o�ui
.r.
70'
7s'
awz
_ o
a
68
L 6.0
L 6.0
L 6.0
MHW EL
+1.5
0
� �
MLW EL
MHW EL
+1.5
0
z �
� �
MLW EL
z
MLW EL
-2.3
Z
0
O
¢
m�
� MLW EL
-2.3
�
�
FILL ®^ 36
FILL � � 43
Y/FT
\
21'
40
\
5
\ F
2
U
m
p 2 U
111U -
Q Z
3m�
EL 14.0
OZ
a¢
�
EL 12.0
13.0
o�ui
.r.
70'
7s'
awz
_ o
a
79'
L 6.0
L 6.0
L 6.0
MHW EL
+1.5
0
� �
MLW EL
MHW EL
+1.5
o
a
z �
� �
MLW EL
z
-
2
m�
Z
0
� MLW EL
-2.3
o
�
\
Wz Wz
�
FILL ®^ 36
Y
\
a
�
a
40
\
5
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
OZ
a¢
�
EL 12.0
13.0
o�ui
0 0
70'
7s'
awz
_ o
a
L 6.0
L 6.0
MHW EL
+1.5
0
� �
MLW EL
-2.3
0
o
a
z �
� �
MLW EL
O
¢
\
�
FILL ®� 42
Y/FT
w
a
�
a
40
\
6
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
OZ
a¢
�
EL 12.0
13.0
o�ui
0 0
72'
7s'
awz
_ o
a
L 6.0
L 6.0
MHW EL
+1.5
0
� �
MLW EL
-2.3
0
o
¢
z �
m�
MLW EL
O
¢
\
�
FILL ®� 53
Y/FT
r �
a
�
a
40
\
7
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
OZ
a¢
�
EL 13.0
13.0
o�ui
0 0
72'
7s'
awz
_ o
a
L 6.0
L 6.0
MHW EL
+1.5
Z
0
� �
�
-2.3
0
0
¢
m�
MLW EL
O
¢
2
m�
\
�
FILL ®� 59 Y/FT
r �
a
�
a
40
\
27'
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
OZ
a¢
�
�¢
13.0
o�ui
0 0
7s'
awz
_ o
a
O
E
L 6.0
MHW EL +1.5
Z
0
MLW EL -2.3
0
¢
m�
I
�
r �
a
�
a
40
5
.£
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
OZ
a¢
LL
�¢
z
o�ui
0 0
�c
AS
awz
_ o
a
O
E
1 2 3 4 5
294+00.00 302+00.00 310+00.00 318+00.00
20 20 20 20 20 20 20 20
\ FILL @ 40 (:Y/FT
7
32'
-77 EL 12.0
TO ro ro ro ro ro 10--
70' m
o� m o� m
75'
L 6.0 > i
¢ ¢ ¢ ¢
Z Z Z Z
MHW EL +1.5
I w w - w 8
011
0 0 0 0 0 0 0 g
MLW EL -2.3
z z z 1.- - z wz
O O O O
F z
¢ ¢ ¢ ¢
w w w w
w -10 -row -10 -I0 w -10 -row -10 -I0
X $
<�
wx
a
-20 -20 -20 -20 -20 -20 -20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
292+00.00 300+00.00 308+00.00 316+00.00
20 20 20 20 20 20 20 20
Q
F Z
W J
ro0 C0
ro ro ro ro ro m m = Q 0
m oD to U F
< < ¢ < 7 W F W m
z z z z OQm (ALL
w w w w z= O F O
C v o o v o o v o 0 v 0 o C W a Z W p O
z z z z W U F
¢ O¢ ¢ O¢ u O 0 I= S
w w w w
w -10 -10 w -10 -I0 w -10 -10 w -10 -IO O d F_ 0 (A
lL W Z
O
~ N
O m
Lu w
IL
-20 -20 -20 -20 -20 -20 -20 -20 V
ro
-100 0 100 200 300 400 -100 0 100 200 300 4( 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) (NIC)
DISTANCE (FEET) DISTANCE (FEET)
290+00.00 298+00.00 306+00.00 314+00.00
20 20 20 20 20 20 20 20 Q
m
O
^ 10 10 10 10 10 10 10 10
00 m
Q
0 0 0 o N
¢ ¢ ¢ ¢
h
Z Z Z Z
H H H H ^
W W W W
0 0 W 0 0 W 0 0 W 0 0
O
B z z z z B N
O O O O
> > > >
W -10 -10 W -10 -10 W -10 -10 W -10 -IO v
NOTES: O
1. FOR ADDITIONAL INFORMATION
-20 w9i -zo -20 -2° -20 -zo -20 2a SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
288+00.00 296+00.00 304+00.00 312+00.00 BASED ON MAY 2019 SURVEY
20 So So 20 20 So So 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY. o
11,
10 10 10 10 10 10 10--710 W
0 LEGEND o
0 0 0 0
z z z z APPROXIMATE EXISTING
GROUND ""' „
W w w w
W o 0 W o 0 W 0 0 W o 0 �� CAkp�
PROPOSED
0 0 0 o RENOURISHMENT \
A a a a a A z3 e7
Q
w w w w
LIMITS OF FILL
�����D
w-10 -tow-10-10w-10 -tow-10 -10
10' 0' 10' 20' SEAL Z7, o0
-20 -zo -20 -2° -20 -zo -20 -2a SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-310 0
Sheet 39 of 65 Qi
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
FILL � � 24 (:Y/FT
\ L 12.0
L 6.0
O MHW EL +1.5
MLW EL -2.3
Z ti
I
\
�
FILL � � 26 (:Y/FT
FILL � � 23 (:Y/FT
Y/FT
\
35'
\ 3'
1
3
\ j/\
30'
EL 12.0
OZ
ti
-3L
EL 12.0
LL
� r
31'
65'
17;1/EL
66'
12.0
°'wz
_ o
a
82'
L 6.0
L 6.0
L 6.0
2p /
MHW EL
+1.5
Z
zo.
MLW EL
^
-2.3
Z
o
QL�
z ¢
w
� MLW EL
ti
-2.3
MLW EL
-2.3
s
\
�
FILL � � 26 (:Y/FT
FILL � � 23 (:Y/FT
Y/FT
\
35'
\ 3'
1
3
\ j/\
30'
EL 12.0
OZ
ti
-3L
EL 12.0
LL
� r
31'
65'
17;1/EL
66'
12.0
°'wz
_ o
a
82'
L 6.0
L 6.0
L 6.0
2p /
MHW EL
+1.5
Z
zo.
MLW EL
^
-2.3
Z
o
QL�
z ¢
2p'/
� MLW EL
ti
-2.3
MLW EL
-2.3
s
xa
w
�
02
MLW EL
-2.3
MLW EL
\
�
FILL � � 26 (:Y/FT
Y/FT
Y/FT
l
35'
\ 3'
1
3
1
31'
EL 12.0
OZ
ti
-3L
EL 12.0
LL
� r
31'
EL 12.0
17;1/EL
66'
12.0
°'wz
_ o
a
82'
L fi.0
L 6.0
L 6.0
2p /
MHW EL
-
+1.5
Z
zo.
MLW EL
^
-2.3
Z
o
o
z ¢
2p'/
� MLW EL
ti
-2.3
_
\
�
FILL � � 3
Y/FT
Y/FT
l
35'
\ 3'
1
3
1
31'
EL 12.0
OZ
ti
-3L
EL 12.0
LL
� r
31'
EL 12.0
17;1/EL
68'
12.0
°'wz
_ o
a
82'
L fi.0
L 6.0
O
MHW EL
+1.5
o
zo.
-
MHW EL
Z
o
ti
o
2p'/
� MLW EL
ti
-2.3
_
-2.3
s
o_
0
02
\
�
FILL ®^ 54
FILL ®^ 34
Y/FT
l
35'
\ 3'
1
3
1
31'
EL 12.0
OZ
ti
-3L
EL 12.0
z
� r
31'
EL 12.0
17;1/EL
70'
12.0
°'wz
_ o
a
82'
L fi.0
75'
L 6.0
O
MHW EL
+1.5
o
z0�
20.
MHW EL
+1.5
ti
o
2p'/
�
O�
_
-2.3
0
o_
0
02
MLW EL
-2.3
MLW EL
0
<
wz
�
�
\\
�
FILL ®^ 54
FILL ®� 28
Y/FT
\
35'
\ 3'
1
3
\h
31'
EL 12.0
OZ
ti
-3L
EL 12.0
z
� r
35
12.0
17;1/EL
70'
12.0
°'wz
_ o
a
71
L fi.0
75'
L fi.0
O
MHW EL
+1.5
o
z0�
20.
MHW EL
+1.5
ti
o
2p'/
�
O�
_
-2.3
o�
o_
0
02
MLW EL
-2.3
MLW EL
o
a
wz
�
�
\\
�
FILL ®^ 54
FILL ®� 26
/FT
\
35'
\ 3'
1
3
\ /
31'
EL 12.0
OZ
ti
-3L
EL 12.0
z
o�ui
\
69'
17;1/EL
70'
12.0
°'wz
_ o
a
68'
L fi.0
75'
L fi.0
O
MHW EL
+1.5
o
z0�
20.
MLW EL
-2.3
ti
o
2p'/
�
O�
_
-2.3
Z
o
\\
�
FILL ®^ 54
FILL ®� 25
Y/FT
\ � '
33
\ 3'
1
3
\ /
31'
EL 12.0
OZ
ti
-3L
EL 12.0
z
o�ui
\
'
17;1/EL
70'
12.0
°'wz
_ o
a
68'
L 6.0
75'
L fi.0
L 6.0
+1.5
0
z0�
20.
MHW EL
+1.5
MHW EL
+1.5
2p'/
�
O�
_
-2.3
Z
o
o_
0
02
� MLW EL
-2.3
MLW EL
o
wz
�
�
\\
�
FILL ®^ 54
FILL � � 40 C T
\
\ � '
3T
\ 3'
1
3
\ /
31'
EL .0
OZ
ti
-3L
EL 12.0
z
o�ui
75'
17;1/EL
70'
12.0
°'wz
_ o
a
78'
L 6.0
75'
L 6.0
L 6.0
+1.5
0
z0�
20.
-
+1.5
MHW EL
+1.5
2p'/
�
2p.
MLW EL
-2.3
Z
o
o_
0
02
� MLW EL
l
-2.3
MLW EL
-2.3
m�
0
a
�
\\
�
FILL ®^ 54
FILL � � 40 (:Y/FT
r
\ � '
3T
\ 3'
1
3
\ /
31'
EL .0
OZ
ti
-3L
EL 12.0
z
o�ui
75'
70'
�c
AS
°'wz
_ o
a
78'
L 6.0
L 6.0
L 6.0
MHW EL
+1.5
0
z0�
20.
-
+1.5
oz
�
2p'/
�
2p.
MLW EL
-2.3
Z
o
o_
MLW EL
02
� MLW EL
l
-2.3
O
¢
m�
\\
�
FILL ®^ 54
FILL � � 37 (:Y/FT
r
v
�
\ 3'
1
3
\ /
31'
oN�jq
OZ
ti
-3L
EL 12.0
z
o�ui
EL 12.0
70'
�c
AS
°'wz
_ o
a
78'
73'
L 6.0
L 6.0
MHW EL
+1.5
0
z0�
� MLW EL
MHW EL
+1.5
oz
�
2p'/
�
2p.
-
�
Z
o
MLW EL
02
� MLW EL
l
-2.3
0
¢
m�
\\
�
FILL ®^ 54
Y
r
a
�
\ 3'
1
3
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
ti
-3L
EL 12.0
z
o�ui
0 0
70'
�c
AS
°'wz
_ o
a
73'
L 6.0
L fi.0
MHW EL
+1.5
0
z0�
� MLW EL
-2.3
0
oz
�
2p'/
�
-2.3
OX
a�
�
MLW EL
\1
�
FILL ®^ 51
Y/FT
r
a
�
\ 3'
1
3
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
ti
-3L
EL 12.0
z
o�ui
0 0
72
�c
AS
°'wz
_ o
a
73'
L 6.0
L fi.0
MHW EL
+1.5
0
z0�
� MLW EL
-2.3
oz
�
2p'/
�
-2.3
0
�\
wz
�
FILL ®� 47
Y/FT
r
a
�
3
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
ti
-3L
EL 0
z
o�ui
0 0
EL 12.0
�c
AS
°'wz
_ o
a
73'
L 6.0
L fi.0
MHW EL
+1.5
Z
0
�
MHW EL
+1.5
o
a
z
m�
2p'/
�
-2.3
0
MLW EL
02
\
�
FILL ®^ 43
Y/FT
r
a
�
3
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
v
EL 0
z
o�ui
0 0
74'
�c
AS
°'wz
_ o
a
L 6.0
MHW EL
+1.5
Z
0
�
� MLW EL
-2.3
o
a
z
m�
I
�
r
a
�
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
v
�¢
z
o�ui
0 0
�c
AS
°'wz
_ o
a
O
E
1 2 3 4 5
326+00.00 334+00.00 342+00.00 350+00.00
\
�
FILL @ - 39(:Y/FT
FILL ® 42
\
\
3
14.0
FILL @ - 48 (:Y/FT
x
U
m
O x U
, U -
Q Z
3m�
\
1
EL
35'EL
EL 14.0
o�u
Nm
\
EL 13.0
\I14.0
AF
r
O 6.0
s
L 6.0
E
IN,
70'
68'
�71
MHW EL
MHW EL
+1.5
70'
L 6.0
z.
-
-2.3
0
0lz
a
�
L 6.0
MLW EL
-2.3
+1.5
o
z
m�
*z,
0
MLW EL -2.
MHW EL
\
�
FILL ® - 50
FILL ® 42
Y/FT
\
3
14.0
FILL @ - 48 (:Y/FT
x
U
m
O x U
, U -
Q Z
3m�
z-
34'
EL
35'EL
EL 14.0
o�u
Nm
\
31'
\I14.0
AF
r
O 6.0
s
EL 13.0
E
IN,
70'
68'
�71
MHW EL
+1.5
0
70'
L 6.0
L 6.0
v MLW EL
-2.3
a
0lz
a
�
L 6.0
MHW EL
MHW EL
+1.5
0
KATIMLW
*z,
0
MLW EL -2.
MHW EL
+1.5
w
m
0
¢
m
-2.3
zq.
-
z
m�
o
MLW EL
-2.3
'-
xo
¢
w
m�
\
�
FILL ® - 50
FILL @ - 52(:Y/FT
Y
\
26'EL
14.0
FILL @ - 48 (:Y/FT
x
U
m
O x U
, U -
Q Z
3m�
z-
34'
EL
35'EL
14.0
o�u
Nm
\
31'
\I14.0
AF
r
O 6.0
s
EL 13.0
E
70'
68'
�71
MHW EL
+1.5
0
69'
L 6.0
L 6.0
v MLW EL
-2.3
a
0lz
a
�
L 6.0
MHW EL
MHW EL
+1.5
0
KATIMLW
*z,
0
MLW EL -2.
MLW EL
-2.3
w
m
0
¢
m
-2.3
0
O
¢
z
m�
o
\\
�
FILL ® - 50
FILL ® - 45
Y
\
26'EL
14.0
FILL @ - 48 (:Y/FT
x
U
m
O x U
, U -
Q Z
3m�
z-
34'
EL
33'
s
o�u
Nm
\
31'
\I14.0
AF
66'
O 6.0
s
EL 13.0
E
s
68'
�71
MHW EL
+1.5
0
69'
L 6.0
L 6.0
v MLW EL
-2.3
a
0lz
a
�
L 6.0
MHW EL
MHW
KA"
0
0
20
TO
s
o D8
-10
w x
0
LV 100 0 100 200 300 400 LV LV 100 0 100 200 300 400 Lu LV100 0 100 200 300 400 z
. . 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
324+00.00 332+00.00 340+00.00 348+00.00
�
FILL ® - 50
FILL @ - 42 Y/F
/�
\
8'
EL 14.0
FILL @ - 48 (:Y/FT
x
U
m
O x U
, U -
Q Z
3m�
FILL ®� 41
34'
EL
33'
L 14.0
o�u
Nm
\
31'
\I14.0
AF
EL 14.0
\
s
EL 13.0
E
s
68'
�71
L 6.0
+1.5
69'
L 6.0
L 6.0
MHW EL
+1.5
a
MHW EL
+1.5
L 6.0
MHW EL
MHW
KA"
0
0
KATIMLW
*z,
0
MLW EL -2.
0
¢
m
w
m
EL
-2.3
-2.3
r \
�
FILL ® - 50
FILL @ - 52 C T
/�
\
8'
EL 14.0
FILL @ - 48 (:Y/FT
x
U
m
O x U
, U -
Q Z
3m�
FILL ®� 41
34'
EL
33'
L 14.0
o�u
Nm
\
EL 14.0
\I14.0
AF
EL 14.0
\
s
0'
E
s
68'
L 6.0
L 6.0
+1.5
69'
L 6.0
z0
MHW EL
+1.5
a
MHW EL
+1.5
L 6.0
MHW EL
+1.5
0
0
KATIMLW
*z,
0
-2.3
0
xo
¢
w
m
EL
-2.3
-2.3
0
O
¢
z
m�
o
\\
�
FILL ® - 50
Y/FT
/�
\
8'
EL 14.0
FILL @ - 48 (:Y/FT
x
U
m
O x U
, U -
Q Z
3m�
FILL ®� 41
24•
o
v
33'
L 14.0
o�u
Nm
\
EL 14.0
L
OFF
AF
EL 14.0
\
s
6.0
E
s
68'
L 6.0
MHW EL
+1.5
69'
L 6.0
z0
MHW EL
+1.5
a
6.0
L 6.0
MHW EL
+1.5
0
0
s
m�
*z,
MLW EL
-2.3
0
xo
¢
w
m
O
¢
MLW EL
-2.3
2p.
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 4C ` Lu LV 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET)
322+00.00 330+00.00 I \VI J 338+00.00 346+00.00
y1\
�
FILL @ - 49 (:Y/FT
FILL ® - 55
Y/FT
\
8'
EL 14.0
FILL @ - 48 (:Y/FT
x
U
m
O x U
, U -
Q Z
3m�
FILL ®� 41
/FT
o
v
33'
L 14.0
o�u
Nm
\
.r
L
OFF
AF
EL 14.0
\
21'
6.0
E
s
EL 13.0
L 6.0
MHW EL
+1.5
69'
6.0
z0
MHW EL
+1.5
a
6.0
L 6.0
KAT,MLW
MHW EL
KA,
o
0
s
m�
MHW EL
+1.5
0
+1.5
z
O
¢
MLW EL
-2.3
2p.
O
¢
z
m�
o
/ \
�
FILL @ - 49 (:Y/FT
FILL ® - 55
Y/FT
\
8'
EL 14.0
O
�
U
x
U
m
O x U
, U -
Q Z
3m�
FILL ®� 41
/FT
o
v
33'
L 14.0
o�u
Nm
�
.r
L
OFF
AF
EL 14.0
_
70
6.0
E
s
L 6.0
L 6.0
MHW EL
+1.5
70'
6.0
z0
MHW EL
+1.5
a
L 6.0
KAT,MLW
MHW EL
KA,
o
0
s
m�
EL
_
-2.3
MHW EL
+1.5
z
O
¢
m�
2p.
_
o
MLW EL
-
-2.3
'-
O
¢
m�
/ \
�
FILL @ - 49 (:Y/FT
FILL ® - 55
Y/FT
\
8'
EL 14.0
O
�
U
x
U
m
O x U
, U -
Q Z
3m�
\
L 14.0
o
v
1
L 14.0
o�u
Nm
�
.r
L
OFF
AF
s
_
70
6.0
E
70'
L 6.0
L 6.0
MHW EL
+1.5
_
6.0
z0
MHW EL
+1.5
a
KAT,MLW
MHW EL
KA,
o
0
s
m�
EL
_
-2.3
-
O
¢m
z
O
¢
m�
/ \
�
IL� 5
FILL ® - 55
Y/FT
\
8'
EL 14.0
O
�
U
x
U
m
O x U
, U -
Q Z
3m�
\
.r.
o
v
1
L 14.0
o�u
Nm
�
18 EL 13.0
L
OFF
AF
s
_
66'
6.0
E
70'
L 6.0
L 6.0
MHW EL
+1.5
_
6.0
z0
MHW EL
+1.5
a
MLW EL
MHW EL
KA,
+1.5
0
s
m�
MLW EL
-2.3
O
¢
m�
20
TO
0
B
-10
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-�..
z
. . -�.. -�.. - .. ---. . . -�.. I rFICAL SEC I ION ON SHEE I
-100 0 100 200 300 400 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
320+00.00 328+00.00 336+00.00 344+00.00 BASED ON MAY 2019 SURVEY
�\
�
IL� 5
Y/FT
Y/FT
\
24'
EL 14.0
O
�
U
x
U
m
O x U
, U -
Q Z
3m�
\
.r.
o
v
-Z
�¢
L 14.0
o�u
Nm
�
18 EL 13.0
L
OFF
AF
69'
_
66'
6.0
E
70'
L 6.0
L 6.0
MHW EL
+1.5
6.0
z0
MHW EL
+1.5
a
MLW EL
-2.3
+1.5
¢
s
m�
MLW EL
�!\r\
�
FILL @ - 44 (:Y/FT
FILL ® - 42
Y/FT
\
24'
EL 14.0
O
�
U
x
U
m
O x U
, U -
Q Z
3m�
oN�q
.r.
o
v
-Z
�¢
L 14.0
o�u
Nm
0
70'
L
OFF
AS
69'
_
a
6.0
E
70'
L 6.0
MHW EL
+1.5
6.0
z0
MHW EL
+1.5
Z
Ip.
-
+1.5
a
z
m�
MLW EL
-2.3
o
a
z
m�
\
�
FILL @ - 44 (:Y/FT
FILL ® 51 (Y/FT
\
19 EL 14.0
2
40
O
�
U
x
U
m
O x U
, U -
Q Z
3m�
oN�q
.r.
o
v
-Z
�¢
L 14.0
o�u
Nm
0
70'
L
OFF
AS
s
_
a
6.0
E
70'
MHW EL
+1.5
6.0
z0
-
Z
MLW EL
-2.3
+1.5
o
¢
z
m�
MLW EL
�! \
�
FILL ® 51 (Y/FT
a �
1
2
40
O
�
U
x
U
m
O x U
, U -
Q Z
3m�
oN�q
oz
¢¢
o
v
-Z
�¢
L 14.0
o�u
Nm
0
0
In 0
N
L
OFF
AS
s
_
a
Pt
`o
E
70'
6.0
MHW EL
+1.5
Z
MLW EL
-2.3
¢0Z.
m�
20 BY GEODYNAMICS AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY-
10
LEGEND
APPROXIMATE EXISTING
GROUND
o PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-lo
10' 0' 10' 20'
I
�
a �
9
.£ a
40
O
�
U
x
U
m
O x U
, U -
Q Z
3m�
oN�q
oz
¢¢
o
v
-Z
�¢
OZ
o�u
Nm
0
0
In 0
N
L
OFF
AS
mwo
aW z
_
a
Pt
`o
E
c
O
0
v
Q
0
v
0
O
0
SCALE: 1"=10' VERTICAL Sheet o
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 400 u LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 u 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-311 0
Sheet 40 of 65 Qi
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
1 2 3 4 5
358+00.00 366+00.00 374+00.00 382+00.00
20 zo zo 20 20 zo zo 20
^ 10 10 10 10 10 10 10 10
of c0 of c0
s n
Q Q Q Q
Z Z Z Z
D D
w w w w =a
0 0 v 0 0 v 0 0 v 0 0
O O O O
> > > >
w -10 __low -10 -low -10 -low -70 -Io
Z x
0
-20 -20 -20 -20 -20 -20 -20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
356+00.00 364+00.00 372+00.00 380+00.00
20 720 zo 20 20 zo zo 20
Q
FW Z10 10 10 10 10 10 10 10 = Q 0 rn 7 W F W f0z z z z OQm (ALL
w w w w Z= O F O
C o o v o o v 0 0 v o o C wa z w�Z Z Z Z O ¢ O XLu Z x Lu
0 0ID
w w w w-10 -row-TO -low-T0 -row-TO -l0 O a F 0`�
lL W z
0Oa Q
71 -20 -zo -20 -20 -20 -20 -20 -20-100 0 100 200 300 400 -100 0 100 200 300 4( C) 0 100 200300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) I I DISTANCE (FEET) DISTANCE (FEET)\VI354+00.00 362+00.00 370+00.00 378+00.00
20 z0 zo 20 20 z0 zo 20 7
10 to 10 to 10 10 to 10Q Q Q QZ ZZ Z H H H w w w 0w w 0
B Z Z Z Z BO O O O>>w-10 -low-10 -low-10 -low-10 -10 AIn�C. NOTES: 1. FOR ADDITIONAL INFORMATION 20 -zo -zo -20 -20 -zo -zo 2a SEE BEACH RENOURISHMENT TYPICAL SECTION ON SHEET -100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
352+00.00 360+00.00 368+00.00 376+00.00 BASED ON MAY 2019 SURVEY20 z0 zo 20 20 z0 zo 20 BY GEODYNAMICS AND REPRESENTS THE APPROXIMATECONDITIONS AT THE TIME OFTHE SURVEY.7 7
10 to to 10 10 10 10 10 LEGEND o D o z z z zAPPROXIMATE EXISTING
GROUND w w w0 0 0 w 0 o w o 0��V CAkpPROPOSED00 0 o RENOURISHMENT A a a a a A z3ew w wLIMITS OF FILL�� MP��w-T0 -tow-T0 -low-To -tow-T0 -lo10' 0' 10' 20' SE,,,Q�Z7f1 20 -zo -zo -20 -20 -zo -zo -2a SCALE: 1"=10' VERTICAL Sheet -100 0 100 200300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 loo 200 300 400 100' 0' 100' 200' Reference No.DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-312Sheet 41 of 65DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
LFILL
L 13.0
�
�50Y/FTn0EL
FILL � � 3
140MHW
18.
MHW EL +1.5
FILL � � 43 (:Y/FT
/FT
b\
\
EL 14.0
MLW EL -2.3
122
EL 14.0
z
m�
�
E+1.5MLEL
0oz
oZ
a¢
o �
u
.r.
-2.3
59'
L 6.0
�
L 6.0
i
L 13.0
�
FILL �43Y/
FILL � � 3
\l
18.
MHW EL +1.5
FILL � � 43 (:Y/FT
/FT
b\
\
EL 14.0
MLW EL -2.3
122
EL 14.0
z
m�
�
.r.
80'
oZ
a¢
o �
u
.r.
z
59'
L 6.0
�
L 6.0
64'
L fi.0
L fi.0
6.0
MHW EL
+1.5
Z
0
MHW EL
6.0
MHW EL
+1.5
0
7"T�/Z
m�
20.
MLW EL
-2.3
+1.5
o
¢
z �
MLW EL
-2.3
-2.3
� MLW EL
i
L 13.0
�
FIL<� L ®� 55 Y/FT
FILL � � 3
\�
b�
MHW EL +1.5
FILL � � 43 (:Y/FT
/FT
b\
\
29� EL 14.0
MLW EL -2.3
122
EL 14.0
z
m�
�
.r.
80'
oZ
a¢
o �
u
.r.
z
EL 13.0
L 6.0
�
L 6.0
64'
L fi.0
L 6.0
6.0
MHW EL
+1.5
Z
0
MHW EL
6.0
MHW EL
+1.5
0
7"T�/Z
m�
20.
MLW EL
-2.3
+1.5
o
¢
z ¢
m�
MLW EL
-2.3
-2.3
� MLW EL
� \r
L 13.0
�
FIL<� L ®� 55 Y/FT
FILL � � 3
Y/FT
b�
MHW EL +1.5
0
/FT
\1
16 EL 13.0
MLW EL -2.3
122
EL 14.0
z
m�
�
21
80'
oZ
a¢
o �
u
.r.
z
EL 13.0
L 6.0
�
L 6.0
64'
L fi.0
L 6.0
6.0
MHW EL
+1.5
Z
0
MHW EL
6.0
MLW EL
-2.3
0
7"T�/Z
m�
20.
MHW EL
MHW EL
+1.5
Z
o
MLW EL
-2.3
-2.3
� MLW EL
-2.3
-
0
¢
m�
x0
w
-2.3
-
\ �\�
Wz
L 13.0
�
FIL<� L ®� 55 Y/FT
FILL ®� 49
Y/FT
\� I
MHW EL +1.5
0
/FT
\1
16 EL 13.0
MLW EL -2.3
4'
o
¢
z
m�
�
21
80'
oZ
a¢
o �
u
EL 13.0
z
EL 13.0
L 6.0
�
L 6.0
74'
L fi.0
L 6.0
6.0
MHW EL
+1.5
Z
0
MHW EL
L 6.0
MLW EL
-2.3
0
7"T�/Z
m�
20.
MHW EL
- MHW EL
+1.5
0
MLW EL
-2.3
-2.3
MLW EL
-2.3
-
xo
¢
w
m�
x0
w
-2.3
-
\ �
I
L 13.0
�
FIL<� L ®� 55 Y/FT
Y/FT
7
\� I
MHW EL +1.5
0
/FT
\1
16 EL 13.0
MLW EL -2.3
27
o
¢
z
m�
�
21
80'
\
�
FILL ®� 52
Y/FT
\ �
\� I
FILL ®� 56
/FT
\1
16 EL 13.0
EL 13.0
27
EL 13.0
�
21
80'
oZ
a¢
o �
u
7'
z
EL 13.0
L 6.0
�
L 6.0
76'
L fi.0
L 6.0
6.0
MHW EL
+1.5
Z
0
MHW EL
+1.5
MLW EL
-2.3
0
7"T�/Z
m�
20.
MHW EL
+1.5
o
¢
o
MLW EL
-2.3
-2.3
Z
-2.3
-
X
MLW EL
x0
w
-2.3
-
0
a
�
\ ��\
�
FILL ®� 52
Y/FT
Y
\� I
a �
a
\1
16 EL 13.0
EL 13.0
27
EL 13.0
�
68'
80'
oZ
a¢
o �
u
7'
z
- 7T
L 6.0
�
L 6.0
76'
L fi.0
L 6.0
6.0
MHW EL
+1.5
Z
0
MHW EL
+1.5
MLW EL
-2.3
0
oz
¢
m�
20.
0
MLW EL -2.3
o
¢
� \
�
FILL ®� 45
FILL � � 47 (:Y/FT
Y
\� I
a �
a
FILL ®� 46
28'
EL 13.0
27
EL 13.0
�
EL 13.0
1
80'
oZ
a¢
o �
u
7'
z
- 7T
79
�
L 6.0
76'
L fi.0
L 6.0
6.0
O
E
MHW EL
+1.5
MHW EL
+1.5
0
s
-
20.
0
MLW EL -2.3
o
¢
o
MLW EL
-2.3
70.
MLW EL
-2.3
-
X
m�
�
MLW EL
-2.3
-
� \ f
�
FILL ®� 45
FILL � � 45 C T
Y
\� I
a �
a
FILL ®� 46
28'
EL 13.0
32
3.0
�
EL 13.0
1
80'
oZ
a¢
o �
u
EL 13.0
z
- 7T
79
�
L 6.0
76'
L fi.0
L 6.0
6.0
O
E
MHW EL
+1.5
MHW EL
MHW EL +1.5
0
s
-
20.
0
MLW EL -2.3
o
¢
m�
MLW EL
-2.3
70.
o
a
�
za
�
�
m�
�
\
�
FILL ®� 45
FILL � � 44 (:Y/FT
Y
\� I
a �
a
FILL ®� 46
2
�
32
3.0
�
EL 13.0
1
L 13.0
oZ
a¢
o �
u
EL 13.0
z
- 7T
79
�
76'
L fi.0
L 6.0
6.0
O
E
L 6.0
MHW EL
MHW EL +1.5
0
20.
2p.
MLW EL -2.3
o
¢
m�
�
MLW EL
70.
\ �1
�
FILL ®� 45
FILL � � 44 (:Y/FT
Y
\� I
a �
a
FILL ®� 46
Y/FT
�
32
3.0
� O
U I
EL 13.0
1
oN�q
oZ
a¢
o �
u
EL 13.0
z
- 7T
0 0
76'
L fi.0
L 6.0
a
O
E
L 6.0
MHW EL
+1.5
20.
2p.
MHW EL
+1.5
Z
0
MLW EL
70.
� MLW EL
-2.3
za
0
¢
m�
�
MLW EL
-2.3
-
� \
7
Wz
�
FILL ®� 45
L ®^ 47
FIL77
Y
J 1
a �
a
FILL ®� 46
Y/FT
\
20'
3.0
� O
U I
EL 13.0
1
oN�q
oZ
a¢
o �
u
EL 13.0
z
- 7T
0 0
74'
L fi.0
L 6.0
a
O
E
L fi.0
MHW EL
+1.5
20.
2p.
MHW EL
+1.5
0
MLW EL
70.
-
-2.3
za
0
¢
m�
�
MLW EL
-2.3
-
0
a
�
\
�
FILL ®� 45
Y/FT
\
� \
a �
a
FILL ®� 46
Y/FT
\
21
3.0
� O
U I
EL 13.0
1
oN�q
oZ
a¢
o �
u
EL 13.0
z
- 7T
0 0
Z1
L fi.0
L 6.0
a
O
E
MHW EL
+1.5
20.
2p.
-
a
0
MLW EL
-2.3
MLW EL
-2.3
w
m�
0
¢
m�
�
\
�
FILL ®� 45
Y/FT
\
\ I
a �
a
�
34'
3.0
� O
U I
EL 13.0
1
oN�q
oZ
a¢
o �
u
78'
z
- 7T
0 0
�c
AS
L fi.0
L 6.0
a
O
E
MHW EL
+1.5
20.
-
;7,
a
Z
a
MLW EL
-2.3
-�
x0
¢
w
m�
o
¢
m�
�
\
�
FILL ®� 47
Y/FT
\ I
a �
a
�
34'
3.0
� O
U I
2
U
m
p2U
111U -
Q Z
mw
oN�q
oZ
a¢
o �
u
78'
z
o�ui
0 0
�c
AS
L fi.0
_ O
a
O
E
MHW EL
+1.5
ao.
;7,
Z
a
� MLW EL
-2.3
-
o
¢
m�
�
I
SEE
�
a �
a
�
� O
U I
2
U
m
p2U
111U -
Q Z
mw
oN�q
oZ
a¢
o �
u
z
�¢
z
o�ui
0 0
�c
AS
°'wz
_ O
a
O
E
1 21 3 4 5
390+00.00 398+00.00 406+00.00 414+00.00
20 20 20 20 20 20 20 20
^ 10 10 z 10 10 10 10 Z 10 10
o� m o� m
0 s n
Q z z z
Z Z Z Z
D z D
w w w w =a
0 0 0 0 0 0 0 o g
z z z z
O O O O
> > > >
w -10
--low -10 -low -10 -10 w -10 -10
w 8
0
-20 -20 -20 J-20 -20 -20 -20 -20
TI
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
388+00.00 396+00.00 404+00.00 412+00.00
20 20 20 20 20 20 20 20
Q
F Z
W J
^ 10 10 z 10 10 10 10 Z 10 10 = Q 0
oD m to U F
7 W F W f7
z z z0 Lo
z OQ� (ALL
C w o 0 w o 0 w 0 o w o o C W a r` Z W O o
z z z z W (� F ^2 F
4 O 4 O LU 0 Lu 0 2
w w w w
w -10 -10 w -10 -low-lo -10 w -10 -10 O d F O N
lL W z
q
y F
O
IL Q a
-20 -20 -20 -20 -20 -20 -20 -20 V
ro
-100 0 100 200 300 400 -100 0 100 200 300 4( C) 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) I I DISTANCE (FEET) DISTANCE (FEET)
\VI o
386+00.00 394+00.00 402+00.00 410+00.00 Z
20 20 20 20 20 20 20 20 Q
ro 10 TO 10 TO 10
0 0 Q
Q Q Q Q h
Z Z Z Z
H H H H
w w w w
0 o LL o o LL o o LL o 0
N
B z z z z B
O O O O
> > > >
w -1U -low -10 -10 w -10 -low -10 -IO v
NOTES: wz 10
1. FOR ADDITIONAL INFORMATION
-20 -zo -20 -2D -20 -zo -20 2a SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
384+00.00 392+00.00 400+00.00 408+00.00 BASED ON MAY 2019 SURVEY
20 20 20 20 20 20 20 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY. o
10 10 10 10 10 10 10 10 W
LEGEND o
a o a o y
z z z z APPROXIMATE EXISTING
GROUND ""' „
w w w w
x o 0 x o 0 x o 0 x o 0 �N CARO
�
PROPOSED
0 0 0 0 RENOURISHMENT \
A a a a a A z3 e
Q
w w w w
LIMITS OF FILL
D
w -ro -tow -10 -low - 0 -tow -T0 -10
wz
10' 0' 10' 20' SEAL
-20 -zo -20 -20 -20 -z0 -20 -2o SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-313 0
Sheet 42 of 65 T
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
\ FILL � � 48 (:Y/FT
`J
1
I
^k
2r
EL 13.0
L 13.0
�
FILL � � 4
FILL � � 48 (:Y/FT
Y/FT
\r
29
EL 13.0
MHW EL
+1.5
Z
za
MHW EL
+1.5
42
71'
-2.3
� J/7
�
¢
m�
l�
EL 13.0
L fi.0
75'
75'
°'wz
_ o
a
EL 13.0
L 6.0
L 6.0
MHW EL
+1.5
70
L fi.0
O�
-
+1.5
o
MHW EL
+1.5
L 6.0
MHW EL
MHW EL
+1.5
0
O
a
m�
-
0
MLW EL
MLW EL
-2.3
O
0
¢
m�
z.
-
-2.3
�
^k
2r
EL 13.0
L 13.0
�
FILL � � 4
FILL � � 48 (:Y/FT
Y/FT
\r
29
EL 13.0
MHW EL
+1.5
Z
za
MHW EL
+1.5
42
71'
-2.3
� J/7
�
¢
m�
l�
23'
L 13.0
L fi.0
75'
75'
°'wz
_ o
a
EL 13.0
L 6.0
L 6.0
MHW EL
+1.5
70
L fi.0
O�
-
+1.5
o
MHW EL
+1.5
L 6.0
MHW EL
MLW EL
-2.3
-
O
a
m�
-
0
MLW EL
MHW EL
+1.5
O
0
¢
m�
z.
-
-2.3
�
0
¢
m�
MLW EL
_ v
-2.3
0
a
m�
^k
2r
EL 13.0
L 13.0
�
FILL � � 4
FILL � � 52 (:Y/FT
Y/FT
\r
29
EL 13.0
MHW EL
+1.5
Z
za
MHW EL
+1.5
42
71'
-2.3
� J/7
�
¢
m�
1
30'
L 13.0
L fi.0
75'
75'
°'wz
_ o
a
75'
L 6.0
L 6.0
MHW EL
+1.5
L 6.0
L fi.0
O�
-
+1.5
o
MHW EL
+1.5
L 6.0
MHW EL
MLW EL
-2.3
-
O
a
m�
-
0
MLW EL
MLW EL
-2.3
O
\~\
\
\�
+I
2r
EL 13.0
L 13.0
�
FILL � � 4
Y/FT
Y/FT
73'
L 6.0
MHW EL
+1.5
Z
za
MHW EL
+1.5
42
� MLW EL
-2.3
� J/7
�
¢
m�
1
30'
L 13.0
m�
\
L 13.0
�
FILL ®^ 34 (Y/FT
FILL ®^� 54
Y/FT
\N1
�
L 6.0
\ 5
MHW EL
+1.5
42
EL 13.0
oz
a¢
� J/7
�
6'
MLW EL
1
30'
L 13.0
m�
75'
75'
°'wz
_ o
a
75'
L 6.0
L 6.0
L 6.0
L 6.0
L fi.0
O�
MHW EL
+1.5
Z
0
MHW EL
+1.5
L 6.0
MHW EL
- MHW EL
+1.5
0
xa
¢
w
m�
-
0
MLW EL
MLW EL
-2.3
O
0
¢
m�
0
a
�
-2.3
o
\
\^7
L 13.0
�
FILL ®^ 34 (Y/FT
FILL ®^� 51 (Y/FT
/FT
\N1
�
L 6.0
\ 5
MHW EL
+1.5
0
EL 13.0
oz
a¢
� J/7
�
6'
MLW EL
-2.3
30'
0
¢
m�
75'
75'
°'wz
_ o
a
\
�
FILL ®^ 34 (Y/FT
FILL ®� 48
/FT
\N1
�
\ 5
I 1
25'
EL 13.0
oz
a¢
� J/7
�
6'
EL 13.0
\ �
30'
EL 13.0
75'
75'
°'wz
_ o
a
74'
L 6.0
L 6.0
L 6.0
L 6.0
L 6.0
O�
MHW EL
+1.5
Z
0
MHW EL
+1.5
L 6.0
MHW EL
+1.5
0
0
xa
¢
w
m�
-
0
MLW EL
-2.3
+1.5
O
� MLW EL
-2.3
0
a
�
-2.3
\
�
FILL ®^ 34 (Y/FT
FILL ®� 46
Y/FT
\N1
�
\ 5
\
\ p
v
26
EL 13.0
oz
a¢
� J/7
�
6'
EL 13.0
\ �
30'
73'
75'
75'
°'wz
_ o
a
75'
L 6.0
L 6.0
L 6.0
75'
L 6.0
O�
MHW EL
+1.5
Z
0
MHW EL
+1.5
L 6.0
?o
� MLW EL
-2.3
0
xa
¢
w
m�
-
0
2p'
MHW EL
+1.5
Z
0
\„\
�
FILL ®^ 34 (Y/FT
FILL � � 34 (:Y/FT
Y
v✓\
�
\ 5
\
\ p
v
2
L 13.0
oz
a¢
� J/7
�
6'
EL 13.0
\ �
30'
EL 13.0
75'
75'
°'wz
_ o
a
75'
L 6.0
L 6.0
L 6.0
75'
L 6.0
O�
MHW EL
+1.5
-
o
MHW EL
+1.5
L 6.0
?o
MHW EL
+1.5
0
2
m�
-
0
2p'
MHW EL
+1.5
Z
0
� MLW EL
-2.3
0
a
�
-2.3
o
0
¢
m�
MLW EL
'-
-2.3
0
a
m�
\„\
�
FILL ®^ 34 (Y/FT
FILL � � 37 C T
Y
1\
�
\ 5
\
\ p
v
2
L 13.0
oz
a¢
� J/7
�
6'
EL 13.0
\ �
I
75
75'
75'
°'wz
_ o
a
75'
L 6.0
L 6.0
L 6.0
L 6.0
O�
MHW EL
+1.5
-
o
MHW EL
+1.5
?o
MHW EL
+1.5
0
2
m�
-
0
z.
MLW EL
-2.3
Z
0
� MLW EL
-2.3
0
a
�
-2.3
-
0
¢
m�
\
�
FILL ®^ 34 (Y/FT
FILL � � 45 (:Y/FT
Y
1\
�
\ 5
\
\ p
v
2
L 13.0
oz
a¢
v
3.0
z
\ �
I
75
75'
�c
AS
°'wz
_ o
a
75'
L 6.0
L 6.0
L 6.0
O�
MHW EL
+1.5
-
o
?o
MHW EL
+1.5
0
2
m�
z.
MLW EL
-2.3
Z
0
O
¢
m�
� MLW EL
-2.3
-
\
�
FILL ®^ 34 (Y/FT
FILL � ti 51 (:Y/FT
Y
1\
�
\ 5
\
31'
oN�q
oz
a¢
v
3.0
z
\ �
I
EL 13.0
75'
�c
AS
°'wz
_ o
a
75'
L 6.0
L 6.0
O�
MHW EL
+1.5
-
o
?o
MHW EL
+1.5
O
¢
2
m�
z.
-
Z
0
� MLW EL
-2.3
-
0
¢
m�
Wz
�
FILL ®^ 34 (Y/FT
FILL ®^ 37
Y
1\
�
\ 5
\
35
oN�q
oz
a¢
v
3.0
z
\ �
77
EL 13.0
75'
�c
AS
°'wz
_ o
a
74'
L 6.0
f��z
O�
MHW EL
+1.5
-
o
?o
MHWEL+1.5
+1.5
O
¢
2
m�
_
Z
MLW EL
-
-2.3
-
0
a
m�
wz
�
FILL ®^ 34 (Y/FT
FILL ®� 35 (Y/FT
r �
1\
�
\ 5
\
\ 29'
oN�q
oz
a¢
v
3.0
z
\
77
EL 13.0
75'
�c
AS
°'wz
_ o
a
74'
L 6.0
L 6.0
O�
MHW EL
+1.5
-
o
?o
MHW EL
+1.5
O
¢
2
m�
za
MLW EL
-2.3
0
¢
m�
wz
�
FILL ®^ 34 (Y/FT
FILL ®^� 34 (Y/FT
r �
a
�
\ 5
\\ 131'
2
U
m
p2U
111U -
Q Z
3m�
oN�q
oz
a¢
v
3.0
z
o�ui
77
3.0
\�,
75'
�c
AS
°'wz
_ o
a
75'
L 6.0
L fi.0
O�
MHW EL
+1.5
-
o
\MLW EL
-
-2.3
O
¢
2
m�
wz
�
FILL ®^� 34 (Y/FT
r �
a
�
\\ 131'
2
U
m
p2U
111U -
Q Z
3m�
oN�q
oz
a¢
v
�¢
z
o�ui
77
3.0
\�,
�c
AS
°'wz
_ o
a
75'
E
L fi.0
?o.
Z
o
tEL
�
0
¢
m�
I
�
r �
a
�
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�q
oz
a¢
v
�¢
z
o�ui
0 0
�c
AS
°'wz
_ o
a
O
E
1 2 3 4 5
422+00.00 430+00.00 438+00.00 446+00.00
0 10-
z
0
0
zZ
w
0 W 0-
z
O
w
-10w -10-
z
�
-
FILL ® - 22
FILL @ - 28(:Y/FT
Y/FT
ti f
L 6.0
L 6.0
2p.Jv
MHW EL
ti
+1.5
11
\
z
o�u
MLW EL
-2.3
-2.3
\
6'
L 6.0
0
a
O
\
\
-
EL 5.0
.0
MHW EL
+1.5
-
37'
54'
zp'Jv
MHW EL
+1.5
z
7p.
6.0
2p.
MLW EL
-2.3
z
o
¢
77
MLW EL
MLW EL
-2.3
Z
K
�
2p.
KA,MLW
0
o
�
EL
-2.3
0 10-
z
0
0
zZ
w
0 W 0-
z
O
w
-10w -10-
20
10
s
0 D8
-10
w x
0
LV I00 0 100 200 300 400 LV LV 100 0 100 200 300 400 Lu 2
V100 0 100 200 300 400 z
0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
420+00.00 428+00.00 436+00.00 444+00.00
z
�
-
FILL ® - 22
FILL ® - 19
Y/FT
ti f
L 6.0
L 6.0
2p.Jv
MHW EL
ti
+1.5
11
\
z
o�u
MLW EL
-2.3
-2.3
\
6'
L 6.0
0
a
O
\
44'
L 6.0
2p,J
.0
MHW EL
+1.5
-
37'
54'
zp'Jv
MHW EL
J; KATI F1
+1.5
z
7p.
6.0
2p.
MLW EL
-2.3
z
o
¢
77
MLW EL
MHW EL
+1.5
o
It
K
�
2p.
KA,MLW
0
EL
-2.3
o
a
�
m�
20
10
s
0 D8
-10
w x
0
LV I00 0 100 200 300 400 LV LV 100 0 100 200 300 400 Lu 2
V100 0 100 200 300 400 z
0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
420+00.00 428+00.00 436+00.00 444+00.00
z
�
-
FILL ® - 22
FILL @ - 20(:Y/FT
Y
ti f
L 6.0
L 6.0
2p.Jv
MHW EL
ti
+1.5
\
\
z
o�u
MLW EL
-2.3
-2.3
\
6'
L 6.0
0
a
O
\
44'
L 6.0
2p,J
.0
MHW EL
+1.5
-
\
54'
zp'Jv
MHW EL
J; KATI F1
+1.5
z
7p.
6.0
2p.
MLW EL
-2.3
z
o
¢
77
MLW EL
411
MLW EL
-2.3
20
10
s
0 D8
-10
w x
0
LV I00 0 100 200 300 400 LV LV 100 0 100 200 300 400 Lu 2
V100 0 100 200 300 400 z
0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
420+00.00 428+00.00 436+00.00 444+00.00
z
�
-
FILL ® - 22
FILL ® - 22
Y
ti f
L 6.0
L 6.0
2p.Jv
MHW EL
ti
+1.5
\
\
z
o�u
MLW EL
-2.3
-2.3
\ _
9'
L 6.0
0
a
O
\
44'
- -
2p,J
.0
MHW EL
+1.5
-
\
54'
MHW EL
+1.5
z
7p.
6.0
2p.
MLW EL
-2.3
z
o
¢
77
MLW EL
411
MLW EL
-2.3
o
It
K
�
2p.
-
0
20
10
s
0 D8
-10
w x
0
LV I00 0 100 200 300 400 LV LV 100 0 100 200 300 400 Lu 2
V100 0 100 200 300 400 z
0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
420+00.00 428+00.00 436+00.00 444+00.00
0 10
Z
w
0 v 0
O
w
-row -T0
z
�
-
FILL ® - 22
FILL @ - 29(:Y/FT
\ -
ti f
L 6.0
L 6.0
2p.Jv
MHW EL
ti
+1.5
1
\
z
o�u
MLW EL
-2.3
-2.3
Lza
\
32'
0
a
O
\
44'
- -
EL 6.0
.0
MHW EL
+1.5
-
\
54'
MHW EL
+1.5
z
7p.
6.0
2p.
-KATI Pi
--n4
z
o
¢
77
MLW EL
411
MLW EL
-2.3
o
It
K
�
2p.
-
0
0 10
Z
w
0 v 0
O
w
-row -T0
z
�
-
FILL ® - 22
Y/FT
\ -
45'
L 6.0
L 6.0
2p.Jv
MHW EL
ti
+1.5
1
\
z
o�u
MLW EL
-2.3
-2.3
Lza
45'
a
0
a
O
\
44'
\ 41'
24'J
.0
MHW EL
+1.5
-
\
54'
MHW EL
+1.5
z
7p.
6.0
-
MHW EL
KATI
+1.5
o
¢
77
MLW EL
-2.3
+1.5
a
K
2p.
-
0 10
Z
w
0 v 0
O
w
-row -T0
z
�
-
FILL @ ^- 15 C T
\ -
45'
L 6.0
L 6.0
2p.Jv
MHW EL
+1.5
+1.5
1
\
z
o�u
MLW EL
-2.3
-2.3
Lza
45'
a
0
a
O
0 10
Z
w
0 v 0
O
w
-row -T0
10
0
-Io
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 4C ` Lu LV 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
O
O
a
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v1
418+00.00 426+00.00 I \VI J 434+00.00 442+00.00
z
�
-
FILL ® - 21
Y/FT
\
\
7'
L 6.0
2p.Jv
x
U
m
p x U
U -
Q Z
3m-
MHW EL
+1.5
1
\
z
o�u
MLW EL
-2.3
\
45'
a
0
a
O
\
10
0
-Io
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 4C ` Lu LV 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
O
O
a
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v1
418+00.00 426+00.00 I \VI J 434+00.00 442+00.00
0 10-
z
0
m
0
zZ
H
w
0 v 0-
z
-10w -10
-10-
2
z
�
-
FILL @ ^- 31 (:Y/FT
/FT
\� I
v a
40
O
�
U,
x
U
m
p x U
U -
Q Z
3m-
7@-
oz
1
\
z
o�u
0 In 0N
L
\
45'
L 6.0
0
a
O
\
44'
24'J
MHW EL
+1.5
-
\
54'
MLW EL
-2.3
z
a
6.0
MHW EL
KATI
+1.5
o
¢
77
MHW EL
+1.5
K
2p.
-
0
MLW EL
-2.3
o
a
�
m�
0 10-
z
0
m
0
zZ
H
w
0 v 0-
z
-10w -10
-10-
2
FILL
10 10
aD
a
zZ
H
w
0 v 0-
z
-10" -10
z
�
-
FILL @ ^- 16 (:Y/FT
/FT
\
v a
40
O
�
U,
x
U
m
p x U
U -
Q Z
3m-
7@-
oz
o
4'
z
o�u
0 In 0N
L
\
45'
L 6.0
0
a
O
\
44'
24'J
MHW EL
+1.5
-
L 6.0
MLW EL
-2.3
z
a
2p'J
MHW EL
KATI
+1.5
o
¢
m�
MLW EL
-2.3
10 10
aD
a
zZ
H
w
0 v 0-
z
-10" -10
0 10-
z
0
m
0
zZ
H
w
0 v 0
O
-10w -10
z
�
-
FILL @ ^- 16 (:Y/FT
Y/FT
\
v a
40
O
�
U,
x
U
m
p x U
U -
Q Z
3m-
oN�q
oz
o
4'
z
o�u
0 In 0N
L
\
- 38
L 6.0
0
a
O
\
44'
24'J
MHW EL
KA,
+1.5
-
L 6.0
MLW EL
-2.3
z
a
2p'J
MHW EL
KATI
+1.5
C
a
MLW EL
-2.3
K
0 10-
z
0
m
0
zZ
H
w
0 v 0
O
-10w -10
20
10
0
B
-10
NOTES:
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-�..
- i i -�.. -�.. - .. --- i i i -�.. rFICAL SEC Ivry ON SHEE I
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
416+00.00 424+00.00 432+00.00 440+00.00 BASED ON MAY 2019 SURVEY
11
'Z 10
D
zz
w
w 0
z
O
A a
w
w -10
z
�
-
FILL ® - 22
Y/FT
\
v a
40
O
�
U,
x
U
m
p x U
U -
Q Z
3m-
oN�q
oz
o
4'
z
o�u
0 In 0N
L
\
- 38
L 6.0
0
a
O
\
0'
24'J
MHW EL
KA,
+1.5
MLW EL
-2.3
z
a
�O J
MHW EL
+1.5
C
a
MLW EL
-2.3
a
20
10
0
B
-10
NOTES:
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-�..
- i i -�.. -�.. - .. --- i i i -�.. rFICAL SEC Ivry ON SHEE I
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
416+00.00 424+00.00 432+00.00 440+00.00 BASED ON MAY 2019 SURVEY
11
'Z 10
D
zz
w
w 0
z
O
A a
w
w -10
10 10
ao
D
zz
w
0 0
z
w
-10" -10
z
�
-
FILL ® - 27
Y/FT
\
v a
40
O
�
U,
x
U
m
p x U
U -
Q Z
3m-
oN�q
oz
o
4'
z
o�u
0 In 0N
L
\ -
- 38
L 6.0
0
a
O
E
77"'
24'J
MHW EL
KA,
+1.5
MLW EL
-2.3
z
a
2p.J
MHW EL
+1.5
C
a
MLW EL
-2.3
10 10
ao
D
zz
w
0 0
z
w
-10" -10
20 20
0 -0 10
m
0
zz
w
0 0
z
O
w
-row -T0
z
�
-
FILL @ ^- 17(:Y/FT
Y/FT
\
v a
40
O
�
U,
x
U
m
p x U
U -
Q Z
3m-
oN�q
oz
o
4'
z
o�u
0 In 0N
L
\
�c
AS
L 6.0
_ o
a
O
E
40'
24'J
MHW EL
+1.5
MLW EL
-2.3
a
2p.J
MHW EL
+1.5
MLW EL
-2.3
a
20 20
0 -0 10
m
0
zz
w
0 0
z
O
w
-row -T0
20 BY GEODYNAMICS AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY-
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-lo
10' 0' 10' 20'
I
z
�
-
FILL ® - 21
Y/FT
5
v a
40
O
�
U,
x
U
m
p x U
U -
Q Z
3m-
oN�q
oz
o
4'
z
o�u
0 In 0N
L
<
�c
AS
L 6.0
_ o
a
O
E
24'J
MHW EL
+1.5
MLW EL
-2.3
a
20 BY GEODYNAMICS AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY-
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-lo
10' 0' 10' 20'
I
z
�
-
a �
5
v a
40
O
�
U,
x
U
m
p x U
U -
Q Z
3m-
oN�q
oz
o
z
�¢
z
o�u
0 In 0N
L
<
�c
AS
w�o
aW z
_ o
a
O
E
0
c
0
v
Q
0
v
0
O
0
SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-314 0
Sheet 43 of 65 T
1 2 3 4 5 1.
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
1 2 3 4 5
454+00.00 462+00.00 470+00.00 478+00.00
20 20
0 Z 10
00
0
zZ
w
o LL o
z
O
w
-10w -10
s
�
-
FILL @ ^- 31 (:Y/FT
FILL @ - 33(:Y/FT
77'
6.0
20,
L 6.0
MHW EL
KATI
+1.5
MHW EL
+1.'.
\ 87
�z
�¢
L
-2.3
\7'
0 0
N
MLW EL
-2,.
60'
moo
aEo
_
6.0
MHW EL
+1.5
E
7
zp,
Zp
MHW EL
MHW EL +1.
MLW EL
-2.3
-2.3
5
s
s
20 20
0 Z 10
00
0
zZ
w
o LL o
z
O
w
-10w -10
V L FILL ® - 27 Y V
Z
0 z 10 10
p 1 __
73'
> 6.0 i
Z
w ?p MHW EL +1.5 D m
0 0 -KA, 0 8
MLW EL -2.3
O -
0
w
-10 -10
w x
0
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
452+00.00 460+00.00 468+00.00 476+00.00
s
�
-
FILL @ ^- 31 (:Y/FT
FILL @ - 35 Y/F
77'
6.0
20,
L 6.0
MHW EL
KATI
+1.5
MHW EL
+1.'.
- 7.
7777
�z
�¢
MLW EL
-2.3
\7'
0 0
N
MLW EL
-2,.
60'
moo
aEo
_
V L FILL ® - 27 Y V
Z
0 z 10 10
p 1 __
73'
> 6.0 i
Z
w ?p MHW EL +1.5 D m
0 0 -KA, 0 8
MLW EL -2.3
O -
0
w
-10 -10
w x
0
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
452+00.00 460+00.00 468+00.00 476+00.00
eu e FILL @ - 32 C T V LV
10 10 10 Z 10
aD�
L 6.0 �
¢ ¢
Z Z
w
7p MHW EL +1.5 w
0 0 0 0
MLW EL -2.3
O O
0
> >
_10" -10 --low -10
-100 0 100 200 300 400 -100 0 100 200 300 4C 0 100 200 300 400 -100 0 100 200 300 400
eu
10
0
-10
-20
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v
450+00.00 458+00.00 I \VI ) 466+00.00 474+00.00
s
�
-
FILL @ - 35 Y/F
Y/F
\ ` -
71'
L 6.0
20.
x
U
m
p x U
Uz
Q Z
3m�
MHW EL
+1.'.
- 7.
7777
�z
�¢
L 6.0
o�u
Nm
\7'
0 0
N
MLW EL
-2,.
60'
moo
aEo
_
6.0
MHW EL
+1.5
E
7
zp,
Zp
MHW EL
MHW EL +1.
MLW EL
MLW EL -2.
-2.3
5
eu e FILL @ - 32 C T V LV
10 10 10 Z 10
aD�
L 6.0 �
¢ ¢
Z Z
w
7p MHW EL +1.5 w
0 0 0 0
MLW EL -2.3
O O
0
> >
_10" -10 --low -10
-100 0 100 200 300 400 -100 0 100 200 300 4C 0 100 200 300 400 -100 0 100 200 300 400
eu
10
0
-10
-20
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v
450+00.00 458+00.00 I \VI ) 466+00.00 474+00.00
eu e FILL @ - 27 (:Y/FT V LV
10 10 10 Z 10
aD
� _ 70 L 6.0 �
¢ ¢
Z Z
MHW EL +1.5
w zq. w
0 0 0 0
MLW EL -2.3
O O
-IOW-10 -10W-10
11
10
0
B
-10
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-20 TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
448+00.00 456+00.00 464+00.00 472+00.00 BASED ON MAY 2019 SURVEY
s
�
-
FILL @ - 34
Y/F
\ ` -
71'
L 6.0
20.
x
U
m
p x U
Uz
Q Z
3m�
MHW EL
+1.'.
- 7.
7777
�z
�¢
L 6.0
o�u
Nm
0 0
N
MLW EL
-2,.
60'
moo
aEo
20
a
MHW EL
+1.5
E
eu e FILL @ - 27 (:Y/FT V LV
10 10 10 Z 10
aD
� _ 70 L 6.0 �
¢ ¢
Z Z
MHW EL +1.5
w zq. w
0 0 0 0
MLW EL -2.3
O O
-IOW-10 -10W-10
11
10
0
B
-10
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-20 TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
448+00.00 456+00.00 464+00.00 472+00.00 BASED ON MAY 2019 SURVEY
0 Z 10-
00
0
zz
w
0 0
z
O
Q
w
-row -T0
10 -
s
�
-
FILL 2
Y/FT
a
9
�
.£ a
40
O
�
UI
x
U
m
p x U
Uz
Q Z
3m�
oN�q
oz
- 7.
7777
�z
�¢
L 6.0
o�u
Nm
0 0
N
L
�
60'
moo
aEo
20
a
MHW EL
+1.5
E
zp,
MHW EL
+1.5
MLW EL
MLW EL
-2.3
s
s
0 Z 10-
00
0
zz
w
0 0
z
O
Q
w
-row -T0
10 -
11 11
10 10
ao
D
zz
w
0 0
z
O
a
w
_10" -10
20 20 20 BY GEODYNAMICS AND
FILL ® - 30 Y/FT REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
10 oD 10 o LEGEND
\ 86'
I
s
�
-
FILL ® - 31 (Y/FT
a
a
9
�
.£ a
40
O
�
UI
x
U
m
p x U
Uz
Q Z
3m�
oN�q
oz
- 7.
7777
�z
�¢
L 6.0
o�u
Nm
0 0
N
L
< <
�c
AS
moo
aEo
20
a
MHW EL
+1.5
E
MLW EL
-2.3
s
11 11
10 10
ao
D
zz
w
0 0
z
O
a
w
_10" -10
20 20 20 BY GEODYNAMICS AND
FILL ® - 30 Y/FT REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
10 oD 10 o LEGEND
\ 86'
I
s
�
-
a
a
9
�
.£ a
40
O
�
UI
x
U
m
p x U
Uz
Q Z
3m�
oN�q
oz
o a
v
�z
�¢
z
o�u
Nm
0 0
N
L
< <
�c
AS
moo
aEo
_ o
a
O
E
c
�
¢
z APPROXIMATE EXISTING
W zp, MHW EL +1.5 GROUND
0 0 0
MLW EL -2.3 PROPOSED
o RENOURISHMENT
--
LIMITS OF FILL
-row -10 -10
10' 0' 10' 20'
O
O
v
w
Q
0
v
0
0
0
-20 -20 -2o SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-315 0
Sheet 44 of 65 T
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
1 2 3 4 5
486+00.00 494+00.00 502+00.00 510+00.00
20
�
FILL ® - 21
FILL @ - 37(:Y/FT
64
20 z0
�
.£ a
MHW EL
+1.5
x
U
m
p x U
, U -
Q Z
3mz
-
L 6.0
� t
MLW EL
^ 10
o�u
0
In 0
N
?O�
MHW EL
10 Z 10
o�
z
-
MLW EL
-2.3
m
�
92'777
L 6.0
>
¢¢
o
a
Z
W
Z
D w?p
p
_ 70
L 6.0
MHW EL
+1.5
w
0
87
L 6.0
MLW EL
-2.3
0 0
¢
¢
O
_
¢
O
z ,
p
MHW EL
+1.5
Z
20
MHW EL
+1.5
Z
w
w
0 W 0
w
0 W 0
MLW EL
-70
MLW EL
-2.3
--low -10-
20 20
10 10
Z
H
w
0 W 0
z
O
w
--lo" -10
20
10
s
0 D g 8
-10
wx
a
-20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
484+00.00 492+00.00 500+00.00 508+00.00
zu
^ 10
W
Z
I
C 0
z
O
w
w -10
-20
LV L FILL ® - 26 Y/FT V L
. x 'I,
10 Z 10 10 10
W
_ _ 64
> L 6.0 >
¢ ¢
Z Z
2p. MHW EL +1.5
ww
0 0 0 0
MLW EL -2.3
z - z
O O
w � w
-low -10 _10" -10
5
_nom _nom _nom _nr.
�
FILL ® - 21
Y/FT
64
?O�
�
.£ a
MHW EL
+1.5
x
U
m
p x U
, U -
Q Z
3mz
-
L 6.0
� t
MLW EL
-2.3
o�u
0
In 0
N
?O�
MHW EL
+1.5
_ o
z
-
MLW EL
-2.3
o
a
20 20
10 10
Z
H
w
0 W 0
z
O
w
--lo" -10
20
10
s
0 D g 8
-10
wx
a
-20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
484+00.00 492+00.00 500+00.00 508+00.00
zu
^ 10
W
Z
I
C 0
z
O
w
w -10
-20
LV L FILL ® - 26 Y/FT V L
. x 'I,
10 Z 10 10 10
W
_ _ 64
> L 6.0 >
¢ ¢
Z Z
2p. MHW EL +1.5
ww
0 0 0 0
MLW EL -2.3
z - z
O O
w � w
-low -10 _10" -10
5
_nom _nom _nom _nr.
V L FILL ® - 20 Y/FT V
0 z 10 10
oD
-- 69 EL 6.0
Z
W 7p MHW EL +1.5
0 0 - n.0
MLW EL -2.3
z -
O
I
w ----
-10 w -10 -I0
5
_nom _nom _nom
-100 0 100 200 300 400 -100 0 100 200 300 4C / \ 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v
482+00.00 490+00.00 I \VI ) 498+00.00 506+00.00
20
^ 10
W
Z
w
\. 0
B z
W -10
-20
20 20
�
FILL @ - 26 C T
_ 67
L 6.0
?O�
�
.£ a
MHW EL
+1.5
x
U
m
p x U
, U -
Q Z
3mz
FILL @ - 23 (:Y/FT
oz
� t
MLW EL
-2.3
o�u
0
In 0
N
L
10
��o
aW z
V L FILL ® - 20 Y/FT V
0 z 10 10
oD
-- 69 EL 6.0
Z
W 7p MHW EL +1.5
0 0 - n.0
MLW EL -2.3
z -
O
I
w ----
-10 w -10 -I0
5
_nom _nom _nom
-100 0 100 200 300 400 -100 0 100 200 300 4C / \ 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v
482+00.00 490+00.00 I \VI ) 498+00.00 506+00.00
20
^ 10
W
Z
w
\. 0
B z
W -10
-20
20 20
�
7-10
/FT
20 20
�
.£ a
40
O
U
x
U
m
p x U
, U -
Q Z
3mz
FILL @ - 23 (:Y/FT
oz
20 20
10 Z 10
z
o�u
0
In 0
N
L
10
��o
aW z
_ o
z
O
E
10 Z 10
o
W
00
p
_ 70
L 6.0
87
L 6.0
0
¢
¢
¢
Z
z ,
p
MHW EL
+1.5
Z
20
MHW EL
+1.5
Z
w
0 W 0
w
0 W 0
w
0 W 0
MLW EL
-2.3
MLW EL
-2.3
O
O
O
-10w-70
-low-lo
-10w-10
K
-20 -20
-20 -20
-20 -20
20
10
0
B
-10
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-20 TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
480+00.00 488+00.00 496+00.00 504+00.00 BASED ON MAY 2019 SURVEY
20 20 20
FILL 2:Y/FT
^ 10 10 Z 10
� m
- 55 L 6.0
¢ ¢
z z
MHW EL +1.5
0 0 0
MLW EL -2.3
Z - Z
O _ O
A a - Q
w � w
1-10- 7z --low-lo
00
�/l
-20 -20 -20
20 20
10 10
z
w
0 _ 0
z
a
w
_10" -10
-20 -20
20 zo 20 BY GEODYNAMICS AND
FILL ® - 25(Y/FT REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
10 00 10 o LEGEND
p 81'
Z APPROXIMATE EXISTING
Zp MHW EL +1.5 GROUND
w
0 0 0
MLW EL -2.3 PROPOSED
o RENOURISHMENT
>-`--
LIMITS OF FILL
-row -10 _Io
s
10 0' 10' 20'
I
�
a �
a
9
�
.£ a
40
O
U
x
U
m
p x U
, U -
Q Z
3mz
oN q
oz
o
v
z
�¢
z
o�u
0
In 0
N
L
c
� AS
��o
aW z
_ o
z
O
E
c
O
O
v
w
Q
0
v
0
0
0
-20 -20 -20 SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 zoo 300 400 -100 0 100 200 300 400 -100 0 100 zoo 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-316 0
Sheet 45 of 65 T
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
1 2 3 4 5
518+00.00 526+00.00 534+00.00 542+00.00
20 20 20
FILL @ - 40(:Y/FT
^ 10 10 10
81'L 6.
¢ ¢
Z Z
D MHW EL +1.5
ww
0 0 0
MLW EL -2.3
z - z
O O
w - w
w -10 -row -10
-20
20 20
10 10
Z
H
w
o W o
z
O
w
-low -10
-20 -20
20 20 20
FILL ® - 31 Y
10 10 10
97'
�L fi.0
Z
I
? - MHW EL +1.5 D m
O - g
0 0 o g
MLW EL -2.3
z -
O
-row -10 -IO
wx
a
-20 -20 1-20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
516+00.00 524+00.00 532+00.00 540+00.00
zu
^ 10
D
z
I
C 0
Z
O
w -10
-20
LU LU
�
FILL ® - 46
Y/FT
LU LU
�
.£ a
40
O
�
U
x
U
¢
m
p x U
U1U_
¢ Z
3m�
FILL
FILL � � 49
FILL @ - 45 C
T
LU LU
10 10
o�u
0
In 0
N
L
<
m� 10
10 10
_ o
z
O
E
a m
10 10
88
- 74
L 5.5
118
123
L 6.5
L fi.5
¢
L 6.5
¢
¢
¢
z
¢
+1.5
z
¢
Z
+1.5
z
ww
Z
MHW EL
+1.5
Z
wZO
0 0
2p'
MHW EL
w
MHW EL
-
w
0 0
0 0
0 0
0 0
MHW EL
-
1
w
0 0
MLW EL
-2.3
MLW EL
-2.3
MLW EL
-2.3
MLW EL
-2.3
Z
O
-
Z-
O
Z
O
O
<
O
i
<
O
<
<
/
-101 -10
-low -10
-row -10
s
_� --
>
>
-low -10
-low -ro
_--low-lo
-20 -20
-20 -20
-20 -20
-20 -20
zu
m
0
-IO
-20
-100 0 100 200 300 400 -100 0 100 200 300 4C 0 100 200 300 400 -100 0 100 200 300 400
ro
a
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v1
514+00.00 522+00.00 I \VI ) 530+00.00 538+00.00
20
^ 10
Z
H
w
v o
B z
W -10
-20
20 20
�
FILL ®^� 44
/FT
20 20
�
.£ a
40
O
�
U
x
U
¢
m
p x U
U1U_
¢ Z
3m�
FILL
FILL � � 49
Y/FT
20 20
10 � m
z
o�u
0
In 0
N
L
<
m� 10
Iwo
aW z
_ o
z
O
E
a m
88
118
L fi.5
L 6.5
¢
¢
¢
Z
+1.5
Z
+1.5
Z
wZO
0 0
MHW EL
-
w
0 0
2.
MHW EL
-
1
w
0 0
MLW EL
-2.3
_
MLW EL
-2.3
`W-'
O
O
O
<
<
/
<
>
_� --
>
>
-low -10
-low -ro
_--low-lo
-20 -20
-20 -20
-20 -20
20
10
0
B
-l0
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-20 TYPICAL SECTION ON SHEET
-100 0 100 200 300 400100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
512+00.00 520+00.00 528+00.00 536+00.00 BASED ON MAY 2019 SURVEY
20 20 20
FILL 3:Y/FT
^ 10 --lo 10
o - -77
77 EL 6 5 0
¢ ¢
z z
I
MHW EL +1.5 w
W o o W o
MLW EL -2.3
O O
A a Q
w -10 -10w -10
s
-20 -20 -20
20 20
10 10
D
zz
H
w
o W 0
Z
O
a
w
-low -10
-20 -20
20 20 20 BY GEODYNAMICS AND
FILL ® - 35(Y/FT REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
10 10 10 LEGEND
110
I
�
a �
a
5
�
.£ a
40
O
�
U
x
U
¢
m
p x U
U1U_
¢ Z
3m�
oN�q'0
z
o
z
�¢
z
o�u
0
In 0
N
L
<
�c
AS
Iwo
aW z
_ o
z
O
E
C2
c
Z APPROXIMATE EXISTING
MHW EL +1.5 GROUND
w
0 0 0
MLW EL -2.3 PROPOSED
o RENOURISHMENT
LIMITS OF FILL
-row -m -lo
s
10' 0' 10' 20'
O
O
v
Q
0
v
0
0
0
-20 -20 -20 SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
C-317
SCALE: 1"=100' HORIZONTAL 0
Sheet 46 of 65 T
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
1 2 3 4 5
550+00.00 558+00.00 566+00.00 574+00.00
20 20 20
FILL @ - 42(:Y/FT
^ 10 10 Z 10
> 67 L fi. >
¢ ¢
D MHW EL +1.5
w
0 0 w0
MLW EL -2.3
Z - Z
O O
w -10 --low -10
-20 -20 -2o
ro m 10
00
0
w
0 0
Z
O
w
-row _10-
FILL
m
�
FILL @ - 25(:Y/FT
Y
\ __7
9'
6.0
20,
MHW EL
MHW EL
+1.5
\ M.
ycz
�¢
z
o�u
Nm
MLW EL
MLW EL
-2.3
7
,
a
_ o
wz
O
\77TL
ro m 10
00
0
w
0 0
Z
O
w
-row _10-
FILL
m
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 0 100 200 300 400
-1
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
548+00.00 556+00.00 564+00.00 572+00.00
zu
^ 10
D
zZ
I-
C w
O
w
w -10
-20
LV L FILL ® - 31(Y/FT V L
10 Z 10 10 10
m o�
90
> L 6.0 >
¢
Z ¢ Z
MHW EL +1.5
� �
ww
0 0 0 0
MLW EL -2.3
Z - Z
O O
> - - >
-10, -10 low -10
s
�
FILL ® - 20
Y
\ 90
L 6.0
20,
�O
MHW EL
+1.5
+1.5
\ M.
ycz
�¢
z
o�u
Nm
MLW EL
-2.3
-2.3
7
,
L 6.0
_ o
wz
O
\77TL
fi.0
2p
MHW EL
+1.5
20
MLW EL
-2.3
KA,
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 0 100 200 300 400
-1
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
548+00.00 556+00.00 564+00.00 572+00.00
zu
^ 10
D
zZ
I-
C w
O
w
w -10
-20
LV L FILL ® - 31(Y/FT V L
10 Z 10 10 10
m o�
90
> L 6.0 >
¢
Z ¢ Z
MHW EL +1.5
� �
ww
0 0 0 0
MLW EL -2.3
Z - Z
O O
> - - >
-10, -10 low -10
s
To 10-
z
0
m
0
zZ
w
o ,. o
O
w
-row -10
�
FILL @ - 27 C T
\ 7'
\ 90
L 6.0
20,
�O
MHW EL
+1.5
+1.5
o a
v
ycz
�¢
z
o�u
Nm
MLW EL
-2.3
-2.3
7
,
s
_ o
wz
O
To 10-
z
0
m
0
zZ
w
o ,. o
O
w
-row -10
-100 0 100 200 300 400 -100 0 100 200 300 4C 0 100 200 300 400 -100 0 100 200 300 400
11
^ 10
W
a
zZ
w
\. 0
B z
>
W -10
-20
20
10
0 D g 8
-10
w 8
0
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v1
546+00.00 554+00.00 I \VI ) 562+00.00 570+00.00
LV L FILL 35 /FT V LV
10 Z 10 10 10
> 5 >
> L 6.0 >
¢ ¢
Z Z
MHW EL +1.5
w w
0 0 0 0
MLW EL -2.3
O O
> >
-low z -low -10
K
11
10
0
B
-I0
NOTES:
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
544+00.00 552+00.00 560+00.00 568+00.00 BASED ON MAY 2019 SURVEY
�
FILL ® - 19
Y/FT
\ 90
.£ a
L 6.0
�O
x
U
m
p x U
,U-
Z
3m�
MHW EL
- ; KATI F1
+1.5
o a
v
ycz
�¢
z
o�u
Nm
MLW EL
-2.3
7
,
s
_ o
wz
O
\77TL
fi.0
20
MHW EL
+1.5
KA,
MLW EL
-2.3
s
-100 0 100 200 300 400 -100 0 100 200 300 4C 0 100 200 300 400 -100 0 100 200 300 400
11
^ 10
W
a
zZ
w
\. 0
B z
>
W -10
-20
20
10
0 D g 8
-10
w 8
0
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v1
546+00.00 554+00.00 I \VI ) 562+00.00 570+00.00
LV L FILL 35 /FT V LV
10 Z 10 10 10
> 5 >
> L 6.0 >
¢ ¢
Z Z
MHW EL +1.5
w w
0 0 0 0
MLW EL -2.3
O O
> >
-low z -low -10
K
11
10
0
B
-I0
NOTES:
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
544+00.00 552+00.00 560+00.00 568+00.00 BASED ON MAY 2019 SURVEY
0 Z 10
m
0
Z
H
w
0 w 0
z
O
w
-row -T0
2LI 2,
10 10
D
Z
H
w
0 w 0
z
a
w
-low -10
BY GLUUYNAMICS AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY-
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-10
10' 0' 10' 20'
I
�
FILL ti 3:Y/FT
a �
\ 90
.£ a
L 6.0
�O
x
U
m
p x U
,U-
Z
3m�
MHW EL
- ; KATI F1
+1.5
o a
v
ycz
�¢
z
o�u
Nm
MLW EL
-2.3
AMc
AS
s
_ o
wz
O
E
0 Z 10
m
0
Z
H
w
0 w 0
z
O
w
-row -T0
2LI 2,
10 10
D
Z
H
w
0 w 0
z
a
w
-low -10
BY GLUUYNAMICS AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY-
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-10
10' 0' 10' 20'
I
�
a �
9
.£ a
40
O
wo UI1w z
11 zQ
x
U
m
p x U
,U-
Z
3m�
oN q
o<z
o a
v
ycz
�¢
z
o�u
Nm
0 0
N
L
WFU
AMc
AS
mWo
° w z
_ o
wz
O
E
0
O
c
O
0
v
Q
0
v
0
0
0
SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-318 0
Sheet 47 of 65 T
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
1 2 3 4 5
582+00.00 590+00.00 598+00.00 606+00.00
20
�
FILL @ - 24(:Y/FT
FILL 0 ti 19(:Y/FT
1
20 20
70.
zp,
MHW EL
-
+1.5
+1.5
\
S
z
o�u
Nm
^ 10
W
\
-2.3
\
56'
5
5
a
O
10 10
�
D
6
L
zp1
- MHW EL
+1.5
o
Q
zp lMHW
MHW EL
+1.5
Q
Z
-
-2.3
5
Z
D wKATI
-2.3
a
MHW EL
F1
+1.5
w
0
MLW EL
-2.3
0 0
z
-
z
O
O
w
-10
a
--lo" -10
-20
-20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
580+00.00 588+00.00 596+00.00 604+00.00
�
FILL @ - 24(:Y/FT
Y/FT
1
L fi.0
70.
zp,
MHW EL
-
+1.5
+1.5
\
S
z
o�u
Nm
MLW EL
-2.3
\
56'
5
5
a
O
E
L 6.0
zp1
- MHW EL
+1.5
zp lMHW
MHW EL
+1.5
s
zp l
-
-2.3
5
MLW EL
-2.3
a
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -1 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
580+00.00 588+00.00 596+00.00 604+00.00
V c FILL ®- 22 Y/FT V c
10 10 10 10
Q >
Z Z
MHW EL +1.5
w
0 0 0 w 0
MLW EL -2.3
O O
> >
-10 -low -10
LV Lu LV
5
�
FILL 0 ^- 17(:Y/FT
Y/FT
1
L fi.0
70.
zp,
MHW EL
-
+1.5
+1.5
\
S
z
o�u
Nm
MLW EL
-2.3
\
2'
5
5
a
O
E
L 6.0
zp1
- MHW EL
+1.5
zp lMHW
EL
+1.5
s
2p.
MLW EL
-2.3
5
MLW EL
-2.3
V c FILL ®- 22 Y/FT V c
10 10 10 10
Q >
Z Z
MHW EL +1.5
w
0 0 0 w 0
MLW EL -2.3
O O
> >
-10 -low -10
LV Lu LV
5
0 10-
z
0
z
Z
H
w
0 v 0-
z
w
-10w -10
�
FILL @ - 23 C T
Y/FT
66'
L fi.0
70.
zp,
MHW EL
-
+1.5
+1.5
\
S
z
o�u
Nm
MLW EL
-2.3
-2.3
8'
5
5
a
O
E
0 10-
z
0
z
Z
H
w
0 v 0-
z
w
-10w -10
10
0
-10
LV 100 0 100 200 300 400 LV100 0 100 200 300 4C ` 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v
578+00.00 586+00.00 I \VI J 594+00.00 602+00.00
20 -
^ 10
z
W
a
Z
H
w
v 0
B z
W -10
-20
�
FILL ® - 29
Y/FT
\
�
4'
L 6.0
zp,
x
U
m
p x U
, U -
Q Z
3m�
MHW EL
+1.5
\
S
z
o�u
Nm
0 0
N
MLW EL
-2.3
8'
6.0
5
a
O
E
10
0
-10
LV 100 0 100 200 300 400 LV100 0 100 200 300 4C ` 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) I I \ DISTANCE (FEET) DISTANCE (FEET) v
578+00.00 586+00.00 I \VI J 594+00.00 602+00.00
20 -
^ 10
z
W
a
Z
H
w
v 0
B z
W -10
-20
11 11
10 10
W
a
z
Z
H
w
0 v 0
O
__low -10-
1
�
Fl
0/FT
\
�
4'
L 6.0
Zp
x
U
m
p x U
, U -
Q Z
3m�
MHW EL
KATI
+1.5
\
S
z
o�u
Nm
0 0
N
MLW EL
-2.3
8'
6.0
_ o
a
O
E
L fi.0
zp1
- MHW EL
+1.5
MLW EL
-2.3
s
2p.
MLW EL
-2.3
11 11
10 10
W
a
z
Z
H
w
0 v 0
O
__low -10-
1
�
FILL @ - 23(:Y/FT
Y/FT
\
�
4'
L 6.0
Zp
x
U
m
p x U
, U -
Q Z
3m�
MHW EL
KATI
+1.5
\
4•
z
o�u
Nm
0 0
N
MLW EL
-2.3
8'
L 6.0
_ o
a
O
E
0 10-
z
0
0
z
Z
H
w
0 v 0
O
w
-10w -10-
20
10
0
B
-Io
NOTES:
1. FOR ADDITIONAL INFORMATION
^ SEE BEACH RENOURISHMENT
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
576+00.00 584+00.00 592+00.00 600+00.00 BASED ON MAY 2019 SURVEY
�
FILL ® - 28(Y/FT
Y/FT
\
\
59'
L fi.
Zp
x
U
m
p x U
, U -
Q Z
3m�
MHW EL
+1.5
\
4•
z
o�u
Nm
0 0
N
MLW EL
-2.3
8'
L 6.0
_ o
a
O
E
20
10
0
B
-Io
NOTES:
1. FOR ADDITIONAL INFORMATION
^ SEE BEACH RENOURISHMENT
-100 0 100 200 300 400 100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
576+00.00 584+00.00 592+00.00 600+00.00 BASED ON MAY 2019 SURVEY
0 10
m
0
Z
H
w
0 W 0
z
0
Q
w
-row -T0
�
FILL 2:Y/FT
Y/FT
\
.£ a
40
O
�
U
x
U
m
p x U
, U -
Q Z
3m�
oN�q
'0 z
a¢
\
4•
z
o�u
Nm
0 0
N
L
WFU
8'
L 6.0
_ o
a
O
E
L fi.0
2pl
MHW EL
+1.5
KATI Pi
n4
s
2p.
MLW EL
-2.3
s
MLW EL
-2.3
0 10
m
0
Z
H
w
0 W 0
z
0
Q
w
-row -T0
"' LiY GLUU YNAMICS ANU
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-lo
10' 0' 10' 20'
I
�
FILL ® - 19
Y/FT
\
.£ a
40
O
�
U
x
U
m
p x U
, U -
Q Z
3m�
oN�q
'0 z
a¢
\
8.
z
o�u
Nm
0 0
N
L
WFU
8'
L 6.0
_ o
a
O
E
L fi.0
zpl
- MHW EL
+1.5
MLW EL
-2.3
s
2p.
_
"' LiY GLUU YNAMICS ANU
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-lo
10' 0' 10' 20'
I
�
FILL @ - 25(:Y/FT
r �
r
.£ a
40
O
�
U
x
U
m
p x U
, U -
Q Z
3m�
oN�q
'0 z
a¢
\
�cz
�¢
z
o�u
Nm
0 0
N
L
WFU
8'
moo
aW z
_ o
a
O
E
L fi.0
MHW EL
+1.5
2p.
_
MLW EL
-2.3
s
"' LiY GLUU YNAMICS ANU
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-lo
10' 0' 10' 20'
I
�
r �
9
.£ a
40
O
�
U
x
U
m
p x U
, U -
Q Z
3m�
oN�q
'0 z
a¢
o
v
�cz
�¢
z
o�u
Nm
0 0
N
L
WFU
AMc
AS
moo
aW z
_ o
a
O
E
c
O
0
v
Q
0
v
0
0
0
SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-319 0
Sheet 48 of 65 T
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
614+00.00
20
622+00.00
20 20
\
o
Z J
W O
u1
FILL ® - 27 Y/FT
FILL 0 ^- 31(:Y/FT
Y/FT
try
1
(ALL
FO
7p.�
W N
MHW EL
+1.5
1
2
j(A
0IW
0
\ -
67'
MLW EL
-2.3
77•
wE6
az
\
\
=777L6
6.0
77'
\
55'
36'
\�-
L6.0
.0
L fi.0
MHW EL
+1.5
60
6.0
EL 6.
MHW EL +1.
MHW EL
777-77
MHW EL
+1.5
MLW E 2.3
2p,v
zo.
MHW EL
KATI F1
+1.5
-114
(NIC)
s
w
MLW EL
zo,
MLW EL
-2.3
o_
s
MLW EL
\ice
622+00.00
20 20
\
o
Z J
W O
u1
FILL ® - 27 Y/FT
FILL ® - 29
Y/FT
\
1
(ALL
FO
7p.�
W N
MHW EL
+1.5
1
2
j(A
0IW
0
\ -
67'
MLW EL
-2.3
77•
wE6
az
\
\
=777L6
6.0
77'
\
77'
36'
\�-
L6.0
.0
L fi.0
MHW EL
+1.5
L
6.0
EL 6.
MHW EL +1.
MHW EL
777-77
MHW EL
+1.5
MLW E 2.3
2p
zo.
MHW EL
+1.5
(NIC)
s
w
MLW EL
zo,
MLW EL
-2.3
o_
s
MLW EL
\ice
630+00.00
20 20
638+00.00
20 20-
o
Z J
W O
u1
FILL ® - 27 Y/FT
FILL @ - 33 GY/F
Y/FT
0 Lo
W lh
1
(ALL
FO
7p.�
W N
MHW EL
+1.5
-77L60
2
j(A
0IW
0
\ -
67'
MLW EL
-2.3
77•
wE6
az
\
\
=777L6
6.0
77'
E
6
36'
\�-
L6.0
.0
L fi.0
MHW EL
+1.5
+1.5
-7777777
EL 6.
MHW EL +1.
MHW EL
+1.5
MHW EL
+1.5
MLW E 2.3
Ip
zo.
-
+1.5
(NIC)
s
w
MLW EL
zo,
V MLW EL
-2.3
o_
s
MLW EL
\ice
0
638+00.00
20 20-
5
20
10
0
-10
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
612+00.00 620+00.00 62 00.00 636+00.00
20
10
aD
D
Z
H
w
C 0
z
O
w
w -10
o
Z J
W O
u1
FILL ® - 27 Y/FT
FILL ® - 33
Y/FT
0 Lo
W lh
57'
(ALL
FO
7p.�
W N
MHW EL
+1.5
-77L60
2
j(A
0IW
0
\ -
67'
MLW EL
-2.3
77•
wE6
az
\
\
=777L6
6.0
77'
E
6
\ 3
.0
L fi.0
MHW EL
+1.5
+1.5
-7777777
EL 6.
MHW EL +1.
MHW EL
+1.5
MHW EL
+1.5
MLW E 2.3
Ip
MLW EL
MHW EL
+1.5
(NIC)
s
w
MLW EL
zo,
_
-2.3
s
MLW EL
-2.3
o_
0
5
20
10
0
-10
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
612+00.00 620+00.00 62 00.00 636+00.00
20
10
aD
D
Z
H
w
C 0
z
O
w
w -10
20 20
0 10
m
0
Z
H
w
o ,. o
O
w
-row -T0
\
o
Z J
W O
u1
FILL ® - 27 Y/FT
FILL @ - 32(:Y/FT
Y/FT
0 Lo
W lh
57'
(ALL
FO
7p.�
W N
MHW EL
+1.5
-77L60
2
j(A
0IW
0
\ -
67'
MLW EL
-2.3
77•
wE6
az
\
\
=777L6
6.0
77'
E
6
20 20
0 10
m
0
Z
H
w
o ,. o
O
w
-row -T0
\
o
Z J
W O
u1
FILL ® - 27 Y/FT
FILL ® - 35
Y/FT
0 Lo
W lh
OQ�
Zx0
(ALL
FO
\
W N
1
F
N
\
2
j(A
0IW
0
\ -
67'
O ¢
IL
\
77•
wE6
az
\
\
=777L6
6.0
77'
E
6
� 72'
.0
L fi.0
MHW EL
+1.5
+1.5
-7777777
2p.
MHW EL +1.
MHW EL
+1.5
MHW EL
+1.5
MLW E 2.3
Ip
MLW EL
2p.
- KATI
(NIC)
s
w
MLW EL
-2.3
20 20
/-<-,Zo
H
w
o ,. o
O
w
-low -10
20 20-
10 10
m
0
Z
H
w
o ,. o
O
w
-row -T0
o
Z J
W O
u1
FILL @ - 29 CY/FT
FILL ® - 35
Y/FT
0 Lo
W lh
OQ�
Zx0
(ALL
FO
\
W N
1
F
N
\
2
j(A
0IW
0
\ -
67'
O ¢
IL
\
77•
wE6
az
\
\
=777L6
6.0
77'
E
6
\76
6.0
L fi.0
MHW EL
+1.5
+1.5
-7777777
2p.
MHW EL
+1.5
MHW EL
+1.5
Ip
MLW EL
2p.
- KATI
Z
o
F�
s
s
MLW EL
-2.3
MLW EL
-2.3
s
20 20-
10 10
m
0
Z
H
w
o ,. o
O
w
-row -T0
20
TO
0
-10
LVI00 0 100 200 300 400 LV LV100 0 100 2 300 400 Lu LV100 0 100 200 300 400 LV LV 100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANC FEET) DISTANCE (FEET) DISTANCE (FEET)
610+00.00 618+00.00 626+00.00 634+00.00
o
Z J
W O
u1
FILL @ - 33(:Y/FT
FILL ® - 35
Y/FT
0 Lo
W lh
OQ�
Zx0
(ALL
FO
JY/FT
W N
1
F
N
\
2
j(A
0IW
0
\ -
67'
O ¢
IL
\
77•
wE6
az
\
\
=777L6
6.0
E
6
\76
6.0
MHW EL
+1.5
+1.5
2p.
MHW EL
+1.5
Ip
MLW EL
KA,2p. -
-2.3
Z
o
F�
s
s
MLW EL
-2.3
MLW EL
-
-2.3
s
20
TO
0
-10
LVI00 0 100 200 300 400 LV LV100 0 100 2 300 400 Lu LV100 0 100 200 300 400 LV LV 100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANC FEET) DISTANCE (FEET) DISTANCE (FEET)
610+00.00 618+00.00 626+00.00 634+00.00
FILL ® - 38 Y/FT
10 10
p \ 66' EL 1.0
z
MHW EL +1.5
w 20. -
0 0
MLW EL -2.3
zz - -
F- z-
--low -10 -10
O NOTES'
< 1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-2.,-2.. -2., -2a TYPICAL SECTION ON SHEET
-100 0 100 200 /300400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
608+00.00 616+00.00 624+00.00 632+00.00 BASED ON MAY 2019 SURVEY
20
10
0
'Z 10
ao
a
z
w
w 0
z
O
A a
w
w -10
o
Z J
W O
u1
FILL @ - 33(:Y/FT
Y/FT
1
0 Lo
W lh
OQ�
Zx0
(ALL
FO
JY/FT
W N
1
F
N
\
2
j(A
0IW
0
\ -
67'
O ¢
IL
\
77•
wE6
az
\
\
=777L6
6.0
E
6
4
6 L fi0
6.0
MHW EL
+1.5
+1.5
2p.
MHW EL
+1.5
Ip
MLW EL
-2.3
-2.3
s
s
MLW EL
-2.3
MLW EL
FILL ® - 38 Y/FT
10 10
p \ 66' EL 1.0
z
MHW EL +1.5
w 20. -
0 0
MLW EL -2.3
zz - -
F- z-
--low -10 -10
O NOTES'
< 1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-2.,-2.. -2., -2a TYPICAL SECTION ON SHEET
-100 0 100 200 /300400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
608+00.00 616+00.00 624+00.00 632+00.00 BASED ON MAY 2019 SURVEY
20
10
0
'Z 10
ao
a
z
w
w 0
z
O
A a
w
w -10
o
Z J
W O
u1
FILL ® - 27
Y/FT
1
0 Lo
W lh
OQ�
Zx0
(ALL
FO
JY/FT
W N
1
F
N
\
2
j(A
0IW
0
1
ti\
z
Lu
O ¢
IL
\
77•
wE6
az
\
\
53'
6.0
E
6
4
6 L fi0
6.0
MHW EL
+1.5
2p.
MHW EL
+1.5
Ip
MLW EL
MLW EL
-2.3
s
s
MLW EL
-2.3
MLW EL
-2.3
s
FILL ® - 38 Y/FT
10 10
p \ 66' EL 1.0
z
MHW EL +1.5
w 20. -
0 0
MLW EL -2.3
zz - -
F- z-
--low -10 -10
O NOTES'
< 1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-2.,-2.. -2., -2a TYPICAL SECTION ON SHEET
-100 0 100 200 /300400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
608+00.00 616+00.00 624+00.00 632+00.00 BASED ON MAY 2019 SURVEY
20
10
0
'Z 10
ao
a
z
w
w 0
z
O
A a
w
w -10
o
Z J
W O
u1
FILL @ - 25
FILL @ ^- 31(:Y/FT
1
0 Lo
W lh
OQ�
Zx0
(ALL
FO
JY/FT
W N
1
F
N
\
2
j(A
0IW
0
\
z
Lu
O ¢
IL
\
77•
wE6
az
\
\
53'
6.0
E
6
6.0
MHW EL
+1.5
0
-
Ip
MLW EL
MLW EL
-2.3
s
s
MLW EL
-2.3
FILL ® - 38 Y/FT
10 10
p \ 66' EL 1.0
z
MHW EL +1.5
w 20. -
0 0
MLW EL -2.3
zz - -
F- z-
--low -10 -10
O NOTES'
< 1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-2.,-2.. -2., -2a TYPICAL SECTION ON SHEET
-100 0 100 200 /300400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
608+00.00 616+00.00 624+00.00 632+00.00 BASED ON MAY 2019 SURVEY
20
10
0
'Z 10
ao
a
z
w
w 0
z
O
A a
w
w -10
10 10
m
0
z
w
0 0
z
O
¢
w
-row -T0
o
Z J
W O
u1
FILL @ - 26(:Y/FT
FILL @ ^- 31(:Y/FT
Y/FT
0 Lo
W lh
OQ�
Zx0
(ALL
FO
d Z
Lu
U
WzW
W N
1
F
N
\
2
j(A
0IW
0
\
z
Lu
O ¢
IL
\
77•
wE6
az
\
52'
O
E
6
6.0
�
L60
MHW EL
+1.5
Ip
MLW EL
MLW EL
-2.3
s
s
MLW EL
-2.3
10 10
m
0
z
w
0 0
z
O
¢
w
-row -T0
10 10
ao
a
z
w
0 0
z
0
¢
w
-low -10
\
o
Z J
W O
u1
FILL @ - 26(:Y/FT
FILL ® - 27
Y/FT
0 Lo
W lh
OQ�
Zx0
(ALL
FO
d Z
Lu
U
WzW
W N
1
F
N
\v _
2
j(A
0IW
0
\
z
Lu
O ¢
IL
2�N
0
wE6
az
\
52'
O
E
56'
6.0
�
L60
LZ MHW EL
+1.5
Ip
MLW EL
MHW EL
+1.5
s
MLW EL
-2.3
s
10 10
ao
a
z
w
0 0
z
0
¢
w
-low -10
\
o
Z J
W O
u1
FILL @ - 26(:Y/FT
O
OCN2
W F
0 Lo
W lh
OQ�
Zx0
(ALL
FO
d Z
Lu
U
WzW
W N
1
F
N
W O O
XmU
2
j(A
0IW
0
\
z
Lu
O ¢
IL
2�N
0
wE6
az
\
52'
O
E
6.0
LZ MHW EL
+1.5
MLW EL
-2.3
s
LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu LV100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
20 BY GEODYNAMICS AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY-
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-10
10' 0' 10' 20'
Q
F Z
o
Z J
W O
u1
_ ¢
�_ U
O
OCN2
W F
0 Lo
W lh
OQ�
Zx0
(ALL
FO
d Z
Lu
U
WzW
W N
oN q
F
N
W O O
XmU
2
j(A
0IW
0
m
W
z
Lu
O ¢
IL
2�N
0
wE6
az
E
I
o
�
a �
r.,_
tt O
o
UI
2
U
m
p 2 U
U-
Q Z
3m�
oN q
oz
¢¢
p
v
.z z
�¢
z
o�u
0 0
2�N
�L
c
AS
wE6
az
_ o
z
O
E
:zIQ
c
O
v
Q
0
v
0
0
0
-20 SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL 0320 0
Sheet 49 of 65 T
4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
1 21 3 4 5
646+00.00 654+00.00 662+00.00 670+00.00
20 20 20 20 20 20 20 20
^ 10 10 z 10 10 10 10 a3 10 10
o� oD o� m
a 0 a o s a
¢ ¢ ¢ ¢
Z Z Z Z
D 1w D
w w w w =a
0 0 0 0 0 0 0 o g
Z Z Z Z
O O O O
F- F-
> > > >
w -10 -ro w -10 -low -10 -row -10 -I0
z 8
0
-20 -20 -20 -20 -20 -20 -20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
644+00.00 652+00.00 660+00.00 668+00.00
20 20 20 20 20 20 20 20
Q
F z
W J
^ 10 10 10 10 10 10 z 10 10 = Q 0
m oD 1-4 U F
¢ ¢ ¢ ¢ 7 W F W fc7
z z z z OQ (ALL
w w w w Z= O F O
C v 0 0 v 0 0 v 0 0 v 0 0 W d r` Z W N O
Z Z Z Z 1v W U F ^2 F
¢ O ¢ O LU 0 O = S
w w w w
U ] (A o
w-10 -row-10 -low-10 -row-10 -I0 0 a F_ O h
LL
W Z FL
Lu
If
O ¢ N
a Q
-20 -20 -20 -20 -20 -20 -20 -20 U
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
c�
642+00.00 650+00.00 658+00.00 666+00.00
20 20 20 20 20 20 20 20 Q
m
Z 10 10 N^ 10 10 z 10 10 z 10 10 O
00 m o0 m
a o a o Q
¢ ¢ ¢ ¢
Z Z Z Z
H H H H
W W W W
0 0 w o o w o o w o 0
0
B Z 411 Z Z Z B
O O O O
F- F- 0
> > > >
w -10 -row -10 -lo-10 -row -10 -IO v
NOTES: s
1. FOR ADDITIONAL INFORMATION
-20 -zo -20 J-20'-20 -zo -20 2a SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
640+00.00 648+00.00 656+00.00 664+00.00 BASED ON MAY 2019 SURVEY
20 20 20 20 20 20 20 20 BY GEODYNAMICS AND w
FILL @ 35 (:Y/FT
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
ro ro ro ro ro ro m m w
m m LEGEND o
51 EL 6.0 0
z z z z APPROXIMATE EXISTING
MHW EL +1.5 1 GROUND ,.o '.'.....
w ?p _ LL LL LL PROPOSED
o ' 0 0 0 0 0 0 0 N �'�O<i
MLW EL -2.3
AL
0 0 0 0 RENOURISHMENT
z _
A w w w w
Q 23487
LIMITS OF FILL tF + o
�� NN D. � M`
w-10 -row-10 -low-10 -row-10 -10 .; Oti:GINEE.r'���o� Q
a
10' 0' 10' 20' SEAL ,"Q�7+7f o0
a
-20 -20 -20 -20 -20 -20 -20 -20 SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 zoo 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-321 0
Sheet 50 of 65 8
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
\ FILL � ti 51 (:Y/FT � 1
hV�d 28' EL 13.0
89'
L 6.0
?p l MHW EL +1.5
MLW EL -2.3
Z
OX
'h
n!I
EL 13.0
�
FILL ®� 41 (Y/FT
FILL � � 44 (:Y/FT
FILL ®� 49
\
� 25'
32
EL 13.0
L 6.0
FILL � � 50 (:Y/FT
MHW EL
v`
+1.5
EL 13.0
z9
EL 13.0
MLW EL
-2.3
MLW EL
35'
80'
o
o
95'
�
L fi.0
+1.5
EL 13.0
L 6.0
_
o
O
a
L fi.0
84'
MHW EL
+1.5
MHW EL
+1.5
Z
o
7��l
L 6.0
MHW EL
MLW EL
-2.3
X
¢
�
MHW EL
+1.5
o
'h
n!I
EL 13.0
�
FILL ®� 41 (Y/FT
FILL � � 44 (:Y/FT
FILL ®� 49
\
� 25'
32
EL 13.0
L 6.0
FILL � � 50 (:Y/FT
MHW EL
v`
+1.5
EL 13.0
z9
EL 13.0
MLW EL
-2.3
MLW EL
35'
80'
o
o
95'
�
L fi.0
+1.5
EL 13.0
L 6.0
_
o
O
a
L fi.0
84'
MHW EL
+1.5
MHW EL
+1.5
Z
o
7��l
L 6.0
MHW EL
MLW EL
-2.3
X
o
¢
�
?p l
MHW EL
+1.5
o
X
¢
�
MLW EL
_
-2.3
-
o
�
m�
�
'h
n!I
EL 13.0
�
FILL ®� 41 (Y/FT
FILL � � 44 (:Y/FT
FILL ®� 49
Y/FT
� 25'
32
EL 13.0
L 6.0
7�1�
MHW EL
MHWEL
+1.5
EL 13.0
z9
EL 13.0
MLW EL
-2.3
MLW EL
MLW EL
80'
o
o
95'
�
L fi.0
+1.5
75'
L 6.0
_
o
O
a
L fi.0
?p
MHW EL
+1.5
MHW EL
+1.5
Z
o
7��l
?p.�
MHW EL
MLW EL
-2.3
X
o
¢
�
�
MLW
-2.3
a
f1
z8
EL 13.0
�
FILL ®� 41 (Y/FT
FILL ®� 28
FILL ®� 49
Y/FT
\ h
J
32
EL 13.0
L 6.0
7�1�
MHW EL
MHWEL
+1.5
\ �
z9
EL 13.0
MLW EL
-2.3
MLW EL
MLW EL
-2.3
o
o
95'
�
L fi.0
+1.5
75'
awz
_
o
O
a
L fi.0
?p
MHW EL
+1.5
a
-2.3
�-
o
7��l
?p.�
MHW EL
+1.5
a
X
Wz
�
_
MLW
-2.3
a
X
¢
�
MLW EL
-2.3
-
o
¢
If
z8
EL 13.0
�
FILL ®� 41 (Y/FT
FILL ®� 28
FILL ®� 46
Y/FT
\ h
J
30'
EL 13.0
L 6.0
7�1�
MHW EL
MHWEL
+1.5
\ �
z9
95'
MLW EL
-2.3
MLW EL
MLW EL
-2.3
o
o
95'
�
L fi.0
+1.5
75'
awz
_
o
O
a
L fi.0
?p
MHW EL
+1.5
a
-2.3
�-
o
7��l
?p l
MLW EL
-2.3
zQ
X
Wz
�
_
MLW EL
-2.3
a
If
z8
EL 13.0
�
FILL ®� 41 (Y/FT
FILL ®� 28
L ®� 48
FILIf
Y/FT
1
95'
92'
L 6.0
7�1�
MHW EL
MHWEL
+1.5
\ �
z9
EL 13.0
MLW EL
-2.3
MLW EL
MLW EL
-2.3
o
o
95'
�
�
+1.5
75'
awz
_
o
O
a
L fi.0
2p.�
MHW EL
+1.5
Z
-2.3
�-
o
7��l
?p l
MHW EL
+1.5
zQ
o
�
_
MLW EL
-2.3
a
o
¢
�
MLW EL
-2.3
-
o
¢
L11
z8
EL 13.0
�
FILL ®� 41 (Y/FT
FILL ®� 28
FILL ®� 49
Y/FT
1
95'
92'
L 6.0
7�1�
MHW EL
MHWEL
+1.5
\ �
26
EL 13.0
MLW EL
-2.3
MLW EL
MLW EL
-2.3
o
o
93'
�
�
+1.5
75'
awz
_
o
O
a
Z
a
2p.�
MHW EL
+1.5
Z
-2.3
�-
o
7��l
?
MHW EL
+1.5
Z
a
o
�
� MLW EL
-2.3
a
o
�
MLW EL
-2.3
-
o
¢
L11
z8
EL 13.0
�
FILL ®� 41 (Y/FT
FILL ®� 28
FILL � � 42 (:Y/FT
1
1
95'
92'
L 6.0
7�1�
MHW EL
MHWEL
+1.5
o
95'
MLW EL
-2.3
MLW EL
MLW EL
-2.3
o
o
z
�
�
+1.5
75'
awz
_
�
29
EL 13.0
�
FILL ®� 41 (Y/FT
FILL ®� 28
FILL � � 40 CY/FT
1
1
95'
EL 13.0
L 6.0
?O.�
MHW EL
+1.5
o
95'
MLW EL
-2.3
MLW EL
-2.3
� -
o
�
�
L 6.0
+1.5
75'
awz
�
32'
EL 13.0
�
FILL ®� 41 (Y/FT
FILL ®� 28
FILL � � 45 (:Y/FT
1
1
35'
EL 13.0
2p.�
MHW EL
+1.5
\ \k
JI
��
95'
MLW EL
-2.3
-
o
¢
�¢
z
�
2p.�
L 6.0
+1.5
75'
awz
_
o
O
a
Z
a
2p.�
MHW EL
+1.5
Z
-2.3
�-
o
z
?
� MLW EL
-2.3
-
o
o
�
� MLW EL
-2.3
a
o
�
MLW EL
-2.3
-
o
¢
�
32'
EL 13.0
�
FILL ®� 41 (Y/FT
FILL ®� 28
FILL � � 48 (:Y/FT
1
1
33'
EL 13.0
2p.�
MHW EL
+1.5
\ \k
JI
��
95'
MLW EL
-2.3
-
o
¢
�¢
z
�
2p.�
L 6.0
+1.5
75'
awz
_
o
O
a
Z
a
2p.�
MHW EL
+1.5
Z
-2.3
�-
o
z
?
� MLW EL
-2.3
+1.5
o
�
a
�
32'
EL 13.0
�
FILL ®� 41 (Y/FT
FILL ®� 28
Y/FT
1
� v
80'
L fi.0
2p.�
MHW EL
+1.5
\ \k
JI
��
� O
'�
U I
MLW EL
-2.3
-
o
¢
�¢
z
�
2p.�
MHW EL
+1.5
75'
awz
_
o
O
a
Z
a
EL 6.0
� MLW EL
-2.3
�-
o
z
?
,
MHW EL
+1.5
a
MLW EL
-2.3
-
o
¢
�
m�
\
32'
EL 13.0
�
FILL ®� 41 (Y/FT
FILL ®� 28
Y/FT
l
111
� v
80'
L fi.0
2p.�
MHW EL
+1.5
o
� O
'�
U I
MLW EL
-2.3
-
o
¢
�¢
z
�
2p.�
MHW EL
+1.5
79
awz
_
o
O
a
Z
a
EL 6.0
� MLW EL
-2.3
�-
o
z
?
,
MHW EL
+1.5
a
MLW EL
-
-2.3
-
o
¢
�
m�
�
s l
\ \1
wz
32'
EL 13.0
�
FILL ®� 41 (Y/FT
FILL ®� 32 (Y/FT
22 EL 13.0
80'
L fi.0
2p.�
MHW EL
+1.5
o
� O
'�
U I
MLW EL
-2.3
-
o
¢
�¢
z
�
2p.�
MHW EL
I
�
FILL ®� 41 (Y/FT
22 EL 13.0
r �
a
�
86'
� O
'�
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
L 6.0
oZ
v
�¢
z
o�ui
2p.�
MHW EL
+1.5
�c
AS
awz
_
o
O
a
Z
a
� MLW EL
-2.3
�-
o
z
�
I
�
r �
a
�
� O
'�
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
oN�q
oZ
v
�¢
z
o�ui
0 0
�c
AS
awz
_
o
O
a
E
1 2 3 4 5
678+00.00 686+00.00 694+00.00 702+00.00
20 20
0 10
m
0
Z
w
0 W o
Z
O
w
-row -T0
2 2
s
�
-
FILL ® - 33
FILL @ -• 29(:Y/FT
FILL ® - 32
Y/FT
73'
L
.0
x
U
m
p x U
U-
Q Z
3m�
MHW EL
KA,zq. -
+1.5
p
v
o
z
o�u
Nm
0 0
MLW EL
-
-2.3
\
o
¢
�
m
\
90'
6.0
E
\
L 6.0
'7777
L
6.0
+1.5
71'
6.0
'
MHW EL
+1.5
o
o
7p
MHW EL
+1.5
MHW EL
+1.5
o
¢
za,
-
m�
o
Z
MLW EL
- -
-2.3
C
a
�
20 20
0 10
m
0
Z
w
0 W o
Z
O
w
-row -T0
2 2
20 20 20 20
FILL @ -• 32(:Y/FT
10 10 10 Z 10
00
p 80'
¢
Z
¢ 777 Z
MHW EL +1.5
w 2p' - w
0 0 0 0
MLW EL -2.3
Z z Z
O_ O_
F-
w w
_10" -10 -row -10
o
2 2 2 2
s
�
-
FILL ® - 33
FILL ® - 26
FILL ® - 32
Y/FT
73'
L
.0
x
U
m
p x U
U-
Q Z
3m�
MHW EL
KA,zq. -
+1.5
p
v
o
z
o�u
Nm
0 0
MLW EL
-
-2.3
\
o
¢
�
m
\
90'
6.0
E
L 6.0
'7777
L
6.0
+1.5
2
'
MHW EL
+1.5
o
o
7p
MHW EL
+1.5
-2.3
a
o
¢
za,
-
m�
o
o
MLW EL
-2.3
o
�
20 20 20 20
FILL @ -• 32(:Y/FT
10 10 10 Z 10
00
p 80'
¢
Z
¢ 777 Z
MHW EL +1.5
w 2p' - w
0 0 0 0
MLW EL -2.3
Z z Z
O_ O_
F-
w w
_10" -10 -row -10
o
2 2 2 2
20
10
s
o D8
-10
w 8
0
2
-20 - 0 - 0 - 0 - 0 - 0 - 0 - 0
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
676+00.00 684+00.00 692+00.00 700+00.00
s
�
-
FILL ® - 33
FILL ® - 26
FILL ® - 30
\
73'
L
.0
x
U
m
p x U
U-
Q Z
3m�
MHW EL
KA,zq. -
+1.5
p
v
o
z
o�u
Nm
0 0
MLW EL
-
-2.3
\
o
¢
�
m
82'
L fi.0
6.0
E
20
10
s
o D8
-10
w 8
0
2
-20 - 0 - 0 - 0 - 0 - 0 - 0 - 0
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
676+00.00 684+00.00 692+00.00 700+00.00
0 10
m
Z
w
0
0-
z
w
-row _10 -
s
�
-
FILL ® - 33
FILL @ -• 27(:Y/FT
FILL ® - 30
l �
s\
0
2p.
x
U
m
p x U
U-
Q Z
3m�
\
+1.5
p
v
Z
z
o�u
Nm
0 0
3'
-2.3
\
74'
�
82'
L fi.0
6.0
E
L 6.0
z
'
MHW EL
MLW EL
+1.5
2
'
MHW EL
+1.5
o
o
7p
MHW EL
-
MLW EL
� -
-2.3
a
o
¢
�
m�
¢
m�
0 10
m
Z
w
0
0-
z
w
-row _10 -
V L FILL @ -• 29 Y/FT V Lu
10 10 10 Z 10
p 711 6.0
7p.
Z Z
MHW EL +1.5
W -
0 0 0 w 0
MLW EL -2.3
O
O
w
z _
¢ - a -- ¢ w
-10w-10 w -row-10
o �
¢ m�
eu
m
0
-IO
-20
-100 0 100 200 300 400 -100 0 I 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
W
a
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) w
674+00.00 68 0.00 690+00.00 698+00.00
s
�
-
FILL ® - 33
Y/FT
FILL ® - 30
Y/FT
86' Ns
0
2p.
x
U
m
p x U
U-
Q Z
3m�
\
+1.5
p
v
Z
z
o�u
Nm
0 0
3'
-2.3
,A
AS
o
�
82'
L fi.0
6.0
E
z
'
MHW EL
MLW EL
+1.5
MLW EL -2.3
-2.3
o
7p
MHW EL
-
- -
-(NIC)
a
¢
m�
o
V L FILL @ -• 29 Y/FT V Lu
10 10 10 Z 10
p 711 6.0
7p.
Z Z
MHW EL +1.5
W -
0 0 0 w 0
MLW EL -2.3
O
O
w
z _
¢ - a -- ¢ w
-10w-10 w -row-10
o �
¢ m�
eu
m
0
-IO
-20
-100 0 100 200 300 400 -100 0 I 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
W
a
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) w
674+00.00 68 0.00 690+00.00 698+00.00
ro m 10-
00
0
Z
H
w
o _ 0
O
-row -10
s
�
-
FILL @ -• 25 (:Y/FT
FILL ® - 30
Y/FT
86' Ns
0
2p.
x
U
m
p x U
U-
Q Z
3m�
MHW EL
_
+1.5
p
v
Z
z
o�u
Nm
0 0
3'
-2.3
,A
AS
o
�
\
L fi.0
E
z
'
MHW EL +1.5
MLW EL -2.3
o
7p
MHW EL
-
+1.5
ro m 10-
00
0
Z
H
w
o _ 0
O
-row -10
s
�
-
FILL @ -• 28(:Y/FT
FILL ® - 30
Y/FT
86' Ns
0
2p.
x
U
m
p x U
U-
Q Z
3m�
MHW EL
_
+1.5
p
v
Z
z
o�u
Nm
0 0
MLW EL
-2.3
,A
AS
o
�
\
79'
E
6.0
7p
MHW EL
-
+1.5
v MLW EL
-2.3
o
ro m 10-
00
0
Z
H
w
o _ 0
O
-row -10
s
�
-
FILL @ -• 28(:Y/FT
Y/FT
\
86' Ns
0
2p.
x
U
m
p x U
U-
Q Z
3m�
MHW EL
_
+1.5
p
v
Z
z
o�u
Nm
0 0
MLW EL
-2.3
,A
AS
o
�
a
E
ro m 10-
00
0
Z
H
w
o _ 0
O
-row -10
20
10
0
B
-Io
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-�..-��.. . . . . i -�.. -�.. - .. -�� i . . . . . -�.. 11F'II.HL JCI.IIVN VN Jr'ICCI
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
672+00.00 680+00.00 688+00.00 696+00.00 BASED ON MAY 2019 SURVEY
20
^ 10
a
z
w
LL o
Z
O
A
w -10
-20
20 20
TO m TO
0
z
w
0 0
Z
O
w
-row -T0
-20 -20
20 20
10 10
a
z
w
0 0
Z
O
w
_10" -10
-20 -20
20 20 20 BY GEODYNAMICS AND
FILL ® - 28 (Y/FT REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY -
00 00 m \ m LEGEND
\ 72
I
s
�
-
FILL ® - 25
Y/FT
\
74'
.0
x
U
m
p x U
U-
Q Z
3m�
MHW EL
KA,7p. -
+1.5
p
v
.z z
�¢
z
o�u
Nm
0 0
MLW EL
-2.3
,A
AS
o
�
a
E
20
10
0
B
-Io
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-�..-��.. . . . . i -�.. -�.. - .. -�� i . . . . . -�.. 11F'II.HL JCI.IIVN VN Jr'ICCI
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
672+00.00 680+00.00 688+00.00 696+00.00 BASED ON MAY 2019 SURVEY
20
^ 10
a
z
w
LL o
Z
O
A
w -10
-20
20 20
TO m TO
0
z
w
0 0
Z
O
w
-row -T0
-20 -20
20 20
10 10
a
z
w
0 0
Z
O
w
_10" -10
-20 -20
20 20 20 BY GEODYNAMICS AND
FILL ® - 28 (Y/FT REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY -
00 00 m \ m LEGEND
\ 72
I
s
�
-
a
a
�
O
o¢
�
UI
x
U
m
p x U
U-
Q Z
3m�
oN�q
'0 Z
¢¢
p
v
.z z
�¢
z
o�u
Nm
0 0
,A
AS
moo
aW z
_ o
a
E
a
c
L
Z APPROXIMATE EXISTING
MHW EL +1.5 GROUND
w
0 0 0
MLW EL -2.3 PROPOSED
o - RENOURISHMENT
¢ o
w< LIMITS OF FILL
-row -10 '" -10
o
10' 0' 10' 20'
O
v
Q
0
v
0
O
0
a m
-20 -20 -20 SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL 0322 0
Sheet 51 of 65 Qi
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
1 2 3 4 5
710+00.00 718+00.00 726+00.00 734+00.00
20
10
s
o D8
-Io
w x
u
0
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
708+00. 716+00.00 724+00.00 732+00.00
c
^
/'\
ti\
�
ai-
FILL @ - 48 (:Y/FT
FILL ® - 48
FILL @ - 28
Y/FT
39
10
of
69'
L
i.0
64'
MHW E
+1.5
-777
o
p
Q
Z
66'
L fi.0
0
L 6.0
MLW
-2.3
Q
Z
o
W
�
+1.5
_
L fi.0
+1.5
2pl
20
10
s
o D8
-Io
w x
u
0
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
708+00. 716+00.00 724+00.00 732+00.00
c
^
/'\
ti\
�
ai-
FILL @ - 48 (:Y/FT
FILL ® - 48
Y/FT
w
39
10
of
\
76'
6.0
2Q,
64'
1\
EL 13.0
EL 13.0
10 10
c0
p
Q
Z
66'
L fi.0
0
L 6.0
64'
.0
Q
Z
L 6.0
W
MHW EL
+1.5
_
L fi.0
+1.5
2pl
MHW EL
+1.5
0
C
:
J; KATI
W
MHW EL
+1.5
o
o
0 0
MLW EL
MLW EL
'-
-
o
¢
-
0
m�
-
t
MLW EL
-2.3
a
X
¢
m
m
O
MLW EL
-2.3
w -10
20
10
s
o D8
-Io
w x
u
0
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
708+00. 716+00.00 724+00.00 732+00.00
c
^
/'\
ti\
�
ai-
FILL @ - 48 (:Y/FT
FILL ® - 43
1J
29 EL 13.0
V c
10
of
\
76'
6.0
2Q,
64'
63'
EL 13.0
74.
10 10
c0
p
Q
Z
66'
L fi.0
0
L 6.0
64'
.0
Q
Z
L 6.0
W
MHW EL
+1.5
W
2Q
+1.5
2pl
MHW EL
+1.5
0
C
:
J; KATI
W
MLW EL
-2.3
o
o
0 0
MLW EL
MLW EL
'-
-
o
¢
z ¢
m m
m�
-
z
O
20
10
s
o D8
-Io
w x
u
0
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
708+00. 716+00.00 724+00.00 732+00.00
c
^
/'\
ti\
�
ai-
FILL ® - 31 (Y/FT
FILL ® - 43
�5
V
EL 13.0
V c
10
of
\
76'
6.0
2Q,
6
EL 13.0
63'
EL 13.0
74.
10 10
c0
p
Q
Z
66'
Q
Z
0
L 6.0
64'
.0
Q
Z
L 6.0
W
�
Q
Z
2
W
2Q
+1.5
2pl
MHW EL
+1.5
0
C
:
J; KATI
W
MHW EL
+1.5
o
-2.3
0 0
MLW EL
MLW EL
'-
-2.3
n.
o
¢
m�
-
z
O
MLW EL
20
10
s
o D8
-Io
w x
u
0
LV 100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
708+00. 716+00.00 724+00.00 732+00.00
c
^
/'\
ti\
�
ai-
FILL ® - 35
FILL ® - 43
FILL @ - 30(:Y/FT
1
V c
10
of
\
76'
6.0
2Q,
6
EL 13.0
63'
EL 13.0
74.
10 10
c0
p
Q
Z
69'
Q
Z
0
L 6.0
64'
.0
Q
Z
L 6.0
W
�
Q
Z
2
W
2Q
+1.5
MHW EL
+1.5
W
0
C
:
J; KATI
W
MHW EL
+1.5
MLW EL
-2.3
0 0
MLW EL
z
O
KA,
n.
0
m�
-
z
O
MLW EL
-2.3
a
o
O
MLW EL
-2.3
w -10
0
/ -
O
F-
>
--lo" -10
w
4
4
s
ti\
�
ai-
FILL ® - 35
FILL ® - 43
Y/FT
1
�
V c
^ 10
x
U
m
OU_ x U
Q Z
3m�
6.0
2Q,
6
EL 13.0
63'
EL 13.0
74.
10 10-
034
Q
z
69'
Q
Z
L
L 6.0
64'
.0
O
wz
L 6.0
w
�
Q
Z
2
W
L fi.0
+1.5
2p
MHW EL
+1.5
0
:
J; KATI
W
MHW EL
+1.5
o
o
0 0
.
MLW EL
-2.3
KA,
n.
0
m�
z
O
MLW EL
-2.3
a
o
O
MLW EL
-2.3
w
0 10-
z
0
p
zZ
w
0 v 0
O
w
-10w -10
s
ti\
�
ai-
FILL ® - 35
FILL 0 ^- 51 CY/FT
\�
35'
EL 13.0
V c
^ 10
x
U
m
OU_ x U
Q Z
3m�
6.0
2Q,
6
EL 13.0
63'
\
74.
10 10-
034
Q
z
69'
Q
Z
L
L 6.0
L
.0
O
wz
L 6.0
w
�
Q
Z
2
W
MHW EL
+1.5
2p
MHW EL
+1.5
0
:
J; KATI
W
0
-2.3
o
o
0 0
.
MLW EL
-2.3
-2.3
o
0
m�
z
O
o
n4
a
0 10-
z
0
p
zZ
w
0 v 0
O
w
-10w -10
10
0
-10
LV 100 0 ` , 300 400 LV LV100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
C I I DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
706+00.00 I \VI `�/ ) 714+00.00 722+00.00 730+00.00
c
s
ti\
�
ai-
FILL ® - 35
Y/FT
�I
FILL @ - 28(:Y/FT
5'
V c
^ 10
x
U
m
OU_ x U
Q Z
3m�
6.0
2Q,
6
EL 13.0
MHW EL
\
74.
10 10-
034
Q
z
69'
Q
Z
L
.0
L
.0
O
wz
L 6.0
w
�
Q
Z
W
2Q,
2p
MHW EL
+1.5
0
MHW EL
+1.5
W
0
-2.3
o
o
0 0
.
2:
MLW EL
- -
-2.3
-2.3
0
m�
z
O
KATI Pi
10
0
-10
LV 100 0 ` , 300 400 LV LV100 0 100 200 300 400 Lu LV100 0 100 200 300 400 LV LV100 0 100 200 300 400 Lu
C I I DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
706+00.00 I \VI `�/ ) 714+00.00 722+00.00 730+00.00
c
s
ti\
�
ai-
FILL ® - 32(Y/FT
FILL\ 25(:Y/FT
FILL @ - 28(:Y/FT
5'
V c
^ 10
x
U
m
OU_ x U
Q Z
3m�
6.0
2Q,
78'
MHW EL
\
74.
10 10-
034
Q
z
10 10-
078
Q
Z
L
.0
L
.0
O
wz
�
Q
z
w
�
Q
Z
W
2Q,
MHW EL
+1.5
2p
0
MHW EL
+1.5
W
0
-2.3
MLW E
o
0 0
.
2:
z
O
77 MLW EL
-2.3
0 0-
B
z
O
KATI Pi
n4
a
O
MLW EL
-2.3
w
0
/ -
O
F-
>
a
w
-
>
-ro
¢
a
m�
-row -T0
W -10
-10 w -10
1
1
s
�
ai-
FILL ® - 32(Y/FT
FILL\ 25(:Y/FT
1
5'
^ 10
8'
x
U
m
OU_ x U
Q Z
3m�
6.0
2Q,
Oz
a¢
MHW EL
\
74.
10 10-
034
Q
z
p
In 0
N
34'
L
.0
L 6.0
-2.3
O
wz
�
Q
z
w
E
63'
2Q,
MHW EL
+1.5
0
0
L 6.0
0,
MLW EL
-2.3
MLW E
o
0 0
.
2:
z
O
MHW EL
+1.5
0 10
p
zZ
H
w
0 _ 0
O
-10w -10
11
10
0
B
-I0
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-20 TYPICAL SECTION ON SHEET
-100 0 100 200 30 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
704+0 .00 712+00.00 720+00.00 728+00.00 BASED ON MAY 2019 SURVEY
c
s
�
ai-
FILL @ - 49(:Y/FT
FILL\ 25(:Y/FT
\w
1
5'
^ 10
8'
x
U
m
OU_ x U
Q Z
3m�
6.0
2Q,
Oz
a¢
MHW EL
+1.5
EL 13.0
10 10-
034
Q
z
p
In 0
N
34'
L
.0
MLW EL
-2.3
O
wz
�
Q
z
w
E
63'
20
- MHW L
+1.5KATI
w
0
L 6.0
0,
MHW EL
+1.5
MLW E
-2.3
0 0
.
2:
z
O
MHW EL
+1.5
o
z
O
KATI Pi
n4
a
MLW EL
-2.3
w
0
/ -
-
o
w
w
0 10
p
zZ
H
w
0 _ 0
O
-10w -10
11
10
0
B
-I0
NOTES.
1. FOR ADDITIONAL INFORMATION
SEE BEACH RENOURISHMENT
-20 TYPICAL SECTION ON SHEET
-100 0 100 200 30 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
704+0 .00 712+00.00 720+00.00 728+00.00 BASED ON MAY 2019 SURVEY
c
s
�
ai-
FILL @ - 47(:Y/FT
FILL\ 25(:Y/FT
Y/FT
V c
^ 10
8'
x
U
m
OU_ x U
Q Z
3m�
6.0
2Q,
Oz
a¢
MHW EL
+1.5
EL 13.0
10 10-
034
Q
z
p
In 0
N
34'
L
.0
MLW EL
-2.3
O
wz
�
Q
z
w
E
A-7/_
20
- MHW L
+1.5KATI
w
0
L 6.0
0,
MHW EL
+1.5
MLW E
-2.3
0 0
.
z
O
z
-
+1.5
o
z
O
A a
a
MLW EL
-
Q
w
X
w
w
-ro
¢
a
m�
-row -T0
t
1
s
�
ai-
FILL @ - 47(:Y/FT
FILL ® - 30
Y/FT
37'
8'
x
U
m
OU_ x U
Q Z
3m�
6.0
2Q,
Oz
a¢
MHW EL
+1.5
EL 13.0
0
0
p
In 0
N
L
Ivf
c
� AS
MLW EL
-2.3
O
wz
o
i<
E
A-7/_
L 6.0
11 11
10 10
p
z
z
H
w
0 W 0
z
a
w
_10" -10
0 10-
z
0
p
z
z
H
w
0 W 0
z
O
w
-row -10-
s
�
ai-
FILL @ - 47(:Y/FT
Y/FT
37'
O
o
�
U1
x
U
m
OU_ x U
Q Z
3m�
oN q
Oz
a¢
o
LL
33'
EL 13.0
o�u
Nm
0
p
In 0
N
L
Ivf
c
� AS
EL 13.0
_ O
O
wz
E
A-7/_
L 6.0
L 6.0
0,
MHW EL
+1.5
o
r
v MHW EL
+1.5
o
a
MLW EL
-
-2.3
X
0 10-
z
0
p
z
z
H
w
0 W 0
z
O
w
-row -10-
20 BY GEODYNAMICS AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY-
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-Io
10' 0' 10' 20'
1
s
�
ai-
FILL ® - 41
Y/FT
37'
O
o
�
U1
x
U
m
OU_ x U
Q Z
3m�
oN q
Oz
a¢
o
LL
�pz
�¢
EL 13.0
o�u
Nm
0
p
In 0
N
L
c
� AS
65'
_ O
O
wz
E
L 6.0
0,
MHW EL
+1.5
o
r
MLW EL
-2.3
o
20 BY GEODYNAMICS AND
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY-
10
LEGEND
APPROXIMATE EXISTING
GROUND
0
PROPOSED
RENOURISHMENT
® LIMITS OF FILL
-Io
10' 0' 10' 20'
1
s
�
ai-
r �
O
o
�
U1
x
U
m
OU_ x U
Q Z
3m�
oN q
Oz
a¢
o
LL
�pz
�¢
z
o�u
Nm
0
p
In 0
N
L
c
� AS
mwz
az
_ O
O
wz
E
O
a
c
O
0
v
Q
0
v
0
O
0
SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-323 0
Sheet 52 of 65 T
1 2 3 4 5 1.
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
1 2 3 4 5
742+00.00 750+00.00 758+00.00 766+00.00
20 20 20 20 20 20 20 20
TO To z 10--7TO TO TO Z 10 10
o� co o� co
a o a 0 s a
Q Q Q Q
Z Z Z Z
D 1 D
w w w w a
0 0 0 0 0 0 0 o g wz
Z Z Z Z
O O O O
F-
> > > >
w -10 -row -10 -low -10 -row -10 -I0
w 8
0
-20 -zo -20 -20 -20 -zo -20 -20 �
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
740+00.00 748+00.00 756+00.00 764+00.00
20 20 20 20 20 20 20 20
Q
F Z
W J
ro7!1ro ro ro ro ro m m = Q 0
m m U F
7 W F W Lo
z z z z OQ� (ALL
w w w w Zx0 FO o�
C v 0 0 v 0 0 v 0 0 v 0 0 C w a Z W N
0 0 0 o U U Z 2 W
F- ZLu �7 (A Lu
w w w w
N
It
w -10 -row -10 -low -10 -row -10 -IO 7
OaW O
LL z
W W
a Q
-20 -20 -20 -20 -20 -20 -20 -20
U °
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
c�
738+00.00 746+00.00 754+00.00 762+00.00
20 20 20 20 20 20 20 20
Q
FILL ®- 28 Y/FT
6 EL 12.0
^ 10 10 10 10 10 10 10 10
oD
D 0 7 D 0 Z
Q Q Q Q
Z Z Z Z
0, MHW EL +1.5 ^
w w w w
w 0 0 w 0 0 w 0 0 w 0 0
B O Ov z MLW EL -2.3 O Ov
z
/ �7>� - -_
H H Q _ H H
> > > >
a
w -10 -low -70 -10 w -70 -low -10 -10 v
Q Z _o
NOTES•
Q® 1. FOR ADDITIONAL INFORMATION N
-20 -zo -So -2a -20 -zo -So 2a SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
736+00.00 744+00.00 752+00.00 760+00.00 BASED ON MAY 2019 SURVEY
20 20 20 20 20 20 20 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY -
7 o
10 10 10 10 10 10 lo__10 W
LEGEND o
0 0 0 0
z z z z APPROXIMATE EXISTING
GROUND "
w w w w
w o o w 0 0 w 0 o w o 0 �\a CA
PROPOSED
0 0 0 o RENOURISHMENT \
A a a a a A 23487
i Q
w w w w
LIMITS OF FILL
D
w-10 -tow-10 -low-10 -tow-10 -10
wz
10' 0' 10' 20' SEAL 7+7f 1 o0
-20 -zo -20 -2a -20 -20 -20 -20 SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-324 0
Sheet 53 of 65 G
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
FILL � � 29 (:Y/FT
I
I
I
1
EL 13.0
64
�
FILL � � 26 (:Y/FT
Y/FT
18
6
MHW EL
_
+1.5
Z
\
EL 12.0
� MLW EL
-2.3
oN�jq
o
�
74'
EL 12.0
\�
22'
0 0
73'
L 6.0
��o
°'wz
MHW EL
+1.5
EL 12.0
67'
L 6.0
0.
MHW EL
+1.5
o
67'
L fi.0
MLW EL
-2.3
o
0
¢
m�
�
MLW EL
-2.3
o
I
I
I
1
EL 13.0
64
�
FILL � � 26 (:Y/FT
Y/FT
18
7
MHW EL
_
+1.5
Z
\
EL 12.0
� MLW EL
-2.3
oN�jq
o
�
71'
EL 12.0
\�
22'
0 0
73'
L 6.0
��o
°'wz
MHW EL
+1.5
EL 12.0
67'
L 6.0
0
MHW EL
+1.5
o
67'
L fi.0
MLW EL
-2.3
o
o
�
�
MLW EL
-2.3
o
I
I
I
1
EL 13.0
64
�
FILL � � 28 (:Y/FT
Y/FT
18
O�
MHW EL
_
+1.5
Z
\
EL 13.0
� MLW EL
-2.3
oN�jq
o
�
65'
EL 12.0
\�
22'
0 0
73'
L 6.0
��o
°'wz
MHW EL
+1.5
EL 12.0
67'
L 6.0
0,
MHW EL
+1.5
o
67'
L fi.0
MLW EL
- -
-2.3
o
o
�
�
MLW EL
-2.3
o
I
I
I
1
EL 13.0
64
�
FILL � � 28 (:Y/FT
Y/FT
L 6.0
O�
MHW EL
_
+1.5
Z
\
2g'
EL 12.0
� MLW EL
-2.3
oN�jq
o
�
24'
EL 12.0
EL 12.0
\�
22'
\
�
FILWz L ®� 28
Y/FT
\
1'
�
FILL � � 33 (:Y/FT
\
2g'
EL 12.0
11
2
U
m
p2U
111U -
Q Z
oN�jq
mw
OZ
a¢
\�
24'
EL 12.0
EL 12.0
\�
22'
0 0
73'
L 6.0
��o
°'wz
MHW EL
+1.5
EL 12.0
67'
L 6.0
0,
MHW EL
+1.5
Z
o
67'
L fi.0
MHW EL
+1.5
o
o_
m�
�
MLW EL
-2.3
o
X
z
MLW EL
\-
-2.3
Z
o
¢
z
m�
MLW EL
-2.3
-2.3
xa
1 �
�
FILL ®� 25
Y/FT
L
1'
�
FILL � � 33 (:Y/FT
\
2g'
EL 12.0
11
2
U
m
p2U
111U -
Q Z
oN�jq
mw
OZ
a¢
\ J
n'
EL 12.0
\�
22'
0 0
EL 12.0
L 6.0
��o
°'wz
MHW EL
+1.5
EL 12.0
67'
2,
0,
MHW EL
+1.5
Z
o
67'
L fi.0
MLW EL
-2.3
o
o_
m�
L fi.0
MLW EL
-2.3
oz
X
z
a
Z
1 �
�
FILL ®� 28
Y/FT
L
1'
�
FILL � � 33 (:Y/FT
I
EL 12.0
11
2
U
m
p2U
111U -
Q Z
oN�jq
mw
OZ
a¢
\ J
76'
EL 12.0
\�
22'
0 0
EL 12.0
L 6.0
��o
°'wz
MHW EL
+1.5
EL 12.0
67'
2,
0,
MHW EL
+1.5
Z
o
67'
L fi.0
� MLW EL
-
-2.3
o
oz
¢
m�
L fi.0
MLW EL
-2.3
oz
1 �
�
FILL � � 36 (:Y/FT
FILL � � 33 CY/FT
rt
0,
�
FILL � � 33 (:Y/FT
I
EL 12.0
11
2
U
m
p2U
111U -
Q Z
oN�jq
mw
OZ
a¢
\ J
67'
EL 12.0
\�
22'
0 0
EL 12.0
L fi.0
��o
°'wz
MHW EL
+1.5
EL 12.0
67'
2,
�
MHW EL
+1.5
o
67'
L fi.0
MLW EL
_
-2.3
o
MHW EL
+1.5
L fi.0
MLW EL
-2.3
oz
oz
�
a
Z
\
�
FILL ®^ 43
FILL � � 33 CY/FT
\I I
4'
�
FILL � � 33 (:Y/FT
I
28'
11
2
U
m
p2U
111U -
Q Z
oN�jq
mw
OZ
a¢
\ J
I8'
EL 12.0
\�
22'
0 0
EL 12.0
67'
��o
°'wz
MHW EL
+1.5
EL 12.0
67'
E
�
L fi.0
+1.5
o
67'
L fi.0
MLW EL
_
-2.3
MHW EL
+1.5
L fi.0
MHW EL
+1.5
oz
�
T� m�
a
Z
+1.5
MLW EL
-2.3
-2.3
xa
w
�
Z
\
�
FILL ®^ 43
FILL � ti 31 (:Y/FT
\
4'
�
FILL � � 33 (:Y/FT
u
EL 12.0
11
2
U
m
p2U
111U -
Q Z
oN�jq
mw
OZ
a¢
\ J
I8'
\�
22'
0 0
EL 12.0
L 6.0
��o
°'wz
MHW EL
+1.5
EL 12.0
67'
E
�
MHW EL
+1.5
o
67'
L fi.0
MLW EL
_
-2.3
o
¢
2.
L fi.0
MHW EL
+1.5
oz
�
T� m�
7:
Z
+1.5
MLW EL
-2.3
_
o
¢
z ¢
m� m�
Z
\
�
FILL ®^ 43
FILL � ti 31 (:Y/FT
+,
`
4'
�
EL 12.0
11
2
U
m
p2U
111U -
Q Z
oN�jq
mw
OZ
a¢
LL
75'
\�
22'
0 0
L 6.0
��o
°'wz
MHW EL
+1.5
EL 12.0
E
�
MHW EL
+1.5
o
67'
MLW EL
_
-2.3
o
¢
z
m�
L fi.0
oz
�
T� m�
7:
MHW EL
+1.5
�
Z
� MLW EL
-2.3
o
a
m�
�
m�
o
\
�
FILL ®^ 43
Y/FT
+,
`
4'
�
EL 12.0
11
2
U
m
p2U
111U -
Q Z
oN�jq
mw
OZ
a¢
LL
75'
\
25'
0 0
L 6.0
��o
°'wz
MHW EL
+1.5
-
E
�
MHW EL
+1.5
o
70'
MLW EL
_
-2.3
o
¢
z
m�
L 6.0
oz
\
�
FILL ®^ 43
Y/FT
1\
\
9 EL 12.0
�
73'
11
2
U
m
p2U
111U -
Q Z
oN�jq
mw
OZ
a¢
LL
fia
\
25'
0 0
r5,
��o
°'wz
MHW EL
+1.5
-
E
-MLW EL
-2.3
Z
70'
� MLW EL
-2.3
oz
L 6.0
oz
\
�
FILL ®� 38
FILL ®^� 45
Y/FT
7
�
EL 12.0
11
2
U
m
p2U
111U -
Q Z
oN�jq
mw
OZ
a¢
LL
fia
L 6.0
\
25'
0 0
2.
��o
°'wz
MHW EL
+1.5
EL 12.0
E
Z
70'
� MLW EL
-2.3
L 6.0
oz
�
T� m�
MHW EL
+1.5
MLW EL
-2.3
o
�wo
\
�
FILL ®� 38
Y/FT
�Ir\
7
�
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
oN�jq
mw
OZ
a¢
LL
fia
L 6.0
o�ui
0 0
2.
��o
°'wz
MHW EL
+1.5
O
E
Z
� MLW EL
-2.3
oz
�
T� m�
I
<1
�
a �
a
�
� O
U I
2
U
m
p2U
111U -
Q Z
oN�jq
mw
OZ
a¢
LL
�¢
OZ
o�ui
0 0
�c
AS
��o
°'wz
_ o
a
O
E
1 2 3 4 5
774+00.00 782+00.00 790+00.00 798+00.00
20 20 20 20 20 20 20 20
TO To Z To TO TO TO z 1010
of oD of oD
0 0 s n
z z z z
Z Z Z Z
D D
w w w w =a
0 0 0 0 0 0 0 o g
z z z z
O O O O
< 0
> > > >
w -10 -row -10 -low -10 -row -10 -IO
w 8
0
-20 -20 -20 -20 -20 -20 -2D-
-100
20 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
772+00.00 780+00.00 788+00.00 796+00.00
20 20 20 20 20 20 20 20
Q
F z
W J
10 ro ro ro ro ro m m = Q ZO
m m Ln C-4 U F
7 W F W f0
z Lo
z z z OQ� (ALL
Z O
C w o 0 w 0 o w 0 0 w ° o C W a r` Z W O o
z z z z W U F ^2 F
0 o O o Oz -Lu j co W
w w w w
O O 2 i
w-10 -low-10 -low-10 -low-10 -IO O d ci U) c�
LL w O
F W °
O Lu¢
IL U w
-20 -zo -20 -20 -20 -zo -20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 D
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
c�
770+00.00 778+00.00 786+00.00 794+00.00
20 20 20 20 20 20 20 20 `z
^ 10 10 10 10 10 10 10 10 'Q
of 0 of 0
Q
D o 0 0
Q Q Q Q h
Z Z Z Z
H H H H ^
w w w w
W 0 0 W 0 0 W 0 0 W 0 0 O
B O O O O B
> > > >
w -10 -10 W -70 -IOW -70 -10 W -70 -IO v
AIn�C. 0
NOTES• y
1. FOR ADDITIONAL INFORMATION
-20 -zo -20 -2° -20 -zo -20 2a SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
768+00.00 776+00.00 784+00.00 792+00.00 BASED ON MAY 2019 SURVEY
20 So So 20 20 So So 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY. o
10 10 10 10 10 10 10 10 W
oD oD
LEGEND o
D o D o y
z z z z APPROXIMATE EXISTING
GROUND "
w w w w
W o o W o 0 W 0 o W o 0 �N CARO
PROPOSED
0 0 0 o RENOURISHMENT \
A a a a a A 23487
Q
w w w w
LIMITS OF FILL
�����D.
w-10 -tow-10 -low-10 -low _10- _Ip
10' 0' 10' 20' SEAL
-20 -20 -20 -20 -20 -20 -2o -2a SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-325 0
Sheet 54 of 65 T
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
FILL � -• 36 (:Y/FT
1
�
FILL � �• 38 (:Y/FT
\\
20
32'
EL 12.0
/\�
EL 13.0
I
EL 12.0
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 12.0
OZ
a¢
+
fi4'
L 6.5
fit'
65'
60'
L 6.5
o
z
MHW EL
+1.5
o
EL 6.1
L fi.5
MHW EL
MHW EL
+1.5
Z
zo
o
� wz
Zp
MHW EL
+1.5
Z
oz
�
m� m�
7p
MLW EL
-2.3
-2.3
o
¢
z �
m� m�
w
�
-2.3
zo
1
�
FILL � �• 38 (:Y/FT
FILL � �• 38 (:Y/FT
\h
\
32'
EL 12.0
/\�
EL 13.0
I
EL 12.0
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 12.0
OZ
a¢
+
71'
L 6.5
fit'
65'
60'
L 6.0
o
z
MHW EL
+1.5
o
EL 6.1
L fi.5
MHW EL
+1.5�
+1.5
Z
zo
o
� wz
7p.
MHW EL
+1.5
Z
oz
�
m� m�
7p
MLW EL
MLW EL
-2.3
oz
o
w
�
-2.3
zo
o
z ¢
1
�
FILL � �• 38 (:Y/FT
FILL � -• 37 (:Y/FT
\h
� 1
31'
EL 12.0
/\�
EL 13.0
I
EL 12.0
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
68'
OZ
a¢
+
71'
L 6.5
fit'
EL 13.0
60'
L 6.0
o
z
MHW EL
+1.5
o
�L�o
L fi.5
MHW EL
+1.5�
+1.5
Z
zo
o
� wz
7p.
_
-2.3
o
oz
�
m� m�
7p
MLW EL
MLW EL
" -
-2.3
oz
xo
w
�
-2.3
zo
o
z ¢
1
�
FILL � �• 38 (:Y/FT
Y/FT
\h
2.
26
/\�
EL 13.0
I
EL 12.0
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
+
71'
L 6.5
fit'
EL 13.0
60'
L 6.0
o
z
MHW EL
+1.5
o
L 6.5
L fi.5
p
MHW EL
+1.5
Z
zo
o
� wz
7p.
� MLW EL
-2.3
Z
oz
�
m� m�
7p
MLW EL
-2.3
+1.5
1
�
FILL ®� 42
Y/FT
\ ��11
4
26
/\�
EL 13.0
I
EL 13.0
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
+
63'
L 6.5
fit'
EL 13.0
60'
L 6.5
o
z
MHW EL
+1.5
o
L 6.5
L fi.5
MHW EL
+1.5
MHW EL
o
� wz
7p.
MHW EL
+1.5
Z
-2.3
7p
MLW EL
-2.3
+1.5
oz
�
z
MLW EL
-2.3
zo
1
�
FILL ®� 37
Y/FT
\ ��11
1 EL 13.0
26
/\�
EL 13.0
\
61'
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
+
\ �s
L 6.5
fit'
EL 13.0
60'
L 6.5
o
z
MHW EL
+1.5
o
L 6.5
L fi.5
MLW EL
- -
-2.3
MHW EL
o
� wz
7p.
MHW EL
+1.5
Z
1
�
L ®� 38 (Y/FT
FILIS
Y/FT
\
3
26
/\�
EL 13.0
\
3 L 13.0
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
+
\ �s
z
fit'
EL 13.0
60'
L 6.5
o
z
L 6.5
55'
L 6.5
L fi.5
MHW EL
+1.5
MHW EL
+1.5
7p.
MHW EL
+1.5
Z
-2.3
7p
� MLW EL
-2.3
+1.5
o
wz �
z
MLW EL
-2.3
zo
o
z ¢
xo
¢
MLW EL
- -
-
o
1
�
FILL ®� 35 (Y/FT
Y/FT
26'
3
26
/\�
EL 13.0
\+I
7 EL 12.1
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
+
63'
z
fit'
EL 13.0
fi0'
L 6.5
o
z
L 6.5
55'
L 6.5
L 6.5
MHW EL
+1.5
MHW EL
+1.5
7p.
-
+1.5
Z
-2.3
o
� MLW EL
-2.3
+1.5
o
wz �
z
�
-2.3
zo
1
�
FILL � �• 54 (:Y/FT
Y/FT
26'
3
26
/\�
EL 13.0
-4�\�
EL 13.0
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
+
EL 13.0
z
fit'
EL 13.0
fi0'
�c
AS
o
z
L 6.5
55'
L 6.5
L 6.5
p.�
MHW EL
+1.5
p.
MHW EL
+1.5
za
-2.3
o
MLW EL
-2.3
+1.5
oz
¢
�
z
�
-2.3
zo
1
�
FILL � -• 50 CY/FT
Y/FT
26'
3
26
/\�
EL 13.0
� /"
EL 13.0
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
+
EL 13.0
z
fit'
EL 13.0
63'
�c
AS
o
z
L 6.5
55'
L 6.5
L fi.5
p.�
MHW EL
+1.5
2p l
MHW EL
+1.5
MLW EL
-2.3
o
z �
-2.3
+1.5
o
z ¢
1
�
FILL � �• 47 (:Y/FT
Y/FT
l
3
26
� /"
EL 13.0
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
+
EL 13.0
z
o�ui
EL 13.0
63'
�c
AS
o
z
_
55'
L 6.5
L fi.5
2p l
MHW EL
+1.5
Z
�,,2.
MLW EL
-2.3
+1.5
o
z ¢
z
�
-2.3
zo
1
�
FILL � �• 47 (:Y/FT
Y/FT
l
3
26
� /"
EL 13.0
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
+
EL 13.0
z
o�ui
EL 13.0
63'
�c
AS
o
z
_
55'
L 6.5
L fi.5
zQ.)
MHW EL
+1.5
Z
�,,2.
� MLW EL
-2.3
+1.5
o
z �
m� m�
z
�
-2.3
zo
1
�
FILL ®� 50
Y/FT
l
4
26
l
\
3
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
+
EL 13.0
z
o�ui
EL 13.0
61'
�c
AS
o
z
_
55'
L 6.5
L 6.5
zQ.)
MHW EL
_
+1.5
Z
�,,2.
MLW EL
-2.3
+1.5
o
�
z
�
-2.3
zo
1
�
FILL ®^ 51 (Y/FT
FILL ®� 51 (Y/FT
1
4
26
1
8
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
\
EL 13.0
z
o�ui
EL 13.0
63'
�c
AS
o
z
_
55'
L 6.5
L 6.5
MHW EL
+1.5
Z
�,,2.
/
MHW EL
-
+1.5
\
z
�
-2.3
zo
-2.3
xo
¢
MLW EL
- -
-
o
�
I
�
FILL ®� 51 (Y/FT
Y/FT
4
26
11 130'
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
u
�¢
z
o�ui
EL 13.0
�c
AS
o
z
_
55'
L 6.5
O
E
MHW EL
+1.5
Z
�,,2.
/
MHW EL
-
+1.5
o
z
�
MLW EL
-2.3
xo
¢
w
�
I
�
FILL ®� 54
Y/FT
y\
26
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
EL 13.0
OZ
a¢
u
�¢
z
o�ui
57'
�c
AS
o
z
_
O
L 6.5
O
E
MHW EL
+1.5
Z
� MLW EL
-2.3
o
z
�
I
�
a �
a
�
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
OZ
a¢
u
�¢
z
o�ui
0 0
�c
AS
o
z
_
O
a
O
E
1 21 3 4 5
806+00.00 814+00.00 822+00.00 830+00.00
20 zo zo 20 20 zo zo 20
FILL ®� 53 Y/FT
43'
3.0
77
Al
^ 10 10 10 10 10 10 10 `; 10
73•
0 �65
z zZ Z ZD - MHW EL +1.5 w w w p' D m 8
0 0 0 0 0 0 0 0
MLW EL -2.3
O O 1. O O -
F- F- zz
w w w w
w -10 __low -10 -low -10 -low -10 -10
X $
z
a
-20 -zo -zo -20 -20 -zo -zo -20 �
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
804+00.00 812+00.00 820+00.00 828+00.00
20 zo zo 20 20 zo zo 20
FILL ®� 49 Y/FT
Z
W J
�A O N
to to to to to to to to = Q 0
m m Ln F
0 0 0 0 95 EL 6.5 , N 2 U 10
a ¢ a ¢ 7 W - W Cl)
z z z z O�� (ALL o
w w w w - MHW EL +1.5 Z= 0 F O
0 0 0 0 0 0 0 2p' 0 W O_ Z Z t0
C ' MLW EL -2.3 C F w N y
z z z z _ - W U F ^2 F
0 0 0 0 z ZLu j N LLI
W g
O O 2 1
w w w w
w -10 -10w-10 -low-10-10w-10 -IO O d ci co h
F
LL llJ Z
CX m Lu
F- m N
a m
a m d Q
-20 -zo -zo -2a -20 -zo -zo -2a
U
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 a
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
c�
802+00.00 810+00.00 818+00.00 826+00.00
20 20 20 20 20 20 20 20 Q
FILL ® - 46 Y/FT
IS
^ 10 10 10 10 10 10 10-
60,
0
of 0 of 0
0 0 0 0 92'L 6.5
77/7
h
z z z z Qs
w w w w - MHW EL +1.5 ^
W 0 0 W 0 0 W 0 0 W 0 gyp' 0 O
z F�m�-
1z
I.
B O Q O Ov - MLW EL -2.3
zz
w w w w
a
W -70 -10 W -70 -IOW -70 -10 W -70 -10 v
0
o a
NOTES y
® 1. FOR ADDITIONAL INFORMATION N
-20 -zo -zo -2a -20 -zo -zo 2a SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
800+00.00 808+00.00 816+00.00 824+00.00 BASED ON MAY 2019 SURVEY In
20 20 zo 20 20 20 zo 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.77/7
o
10 10 10 10 10 10 10 10 W
�17
� � � LEGEND o
D 0 D o y
z z z z APPROXIMATE EXISTING
sz GROUND "
w w w w
W o o W o 0 W o o W o 0 �N CARO�
PROPOSED
0 0 0 o RENOURISHMENT \
A a a a a A 23487
Q
w w w w
LIMITS OF FILL
w-10 -tow-10-I0w-10-10w-10 -10 �p�O�GINE„.
10' 0' 10' 20' SEAL
-20 -20 -20 -20 -20 -zo -zo -2a SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-326 0
Sheet 55 of 65 G
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
1 FILL � � 54 (:Y/FT
I
EL 13.0
13.0
�
FILL � � 55 (:Y/FT
1
8
L 6.5
Q•�
MHW EL
+1.5
'
EL 13.0
+1.5
MLW EL
MLW EL
�
-2.3
^
0
m�
-2.3
o
a
m�
68'
L 6.5
O�
MHW EL
+1.5
Z
zo
a
L 6.5
z0�
MHW EL
+1.5
Z
0
a
m�
2p,
MHW EL
+1.5
Z
o
CX
a
�
m�
7p
MLW EL
-2.3
zo
o
�
�
MLW EL
-2.3
MLW EL
o
�
o
I
I
EL 13.0
13.0
�
FILL � � 55 (:Y/FT
Y/FT
1
7'
L 6.5
Q•�
MHW EL
+1.5
'
EL 13.0
+1.5
MLW EL
MLW EL
�
-2.3
^
0
m�
-2.3
o
a
m�
fi4'
L 6.5
O�
MHW EL
+1.5
Z
zo
a
L 6.5
z0�
MHW EL
+1.5
Z
0
a
m�
zp l
MHW EL
+1.5
Z
o
CX
a
�
m�
7p
MLW EL
-2.3
zo
o
�
�
MLW EL
-2.3
MLW EL
I
I
EL 13.0
13.0
�
FILL � � 57 (:Y/FT
Y/FT
I
7'
L 6.5
Q•�
MHW EL
+1.5
'
EL 13.0
+1.5
MLW EL
MLW EL
�
-2.3
^
0
m�
-2.3
o
a
m�
fi0'
L 6.5
O�
MHW EL
+1.5
Z
zo
a
L 6.5
z0�
MHW EL
+1.5
Z
0
a
m�
O�
MHW EL
+1.5
Z
o
CX
a
�
m�
7p
_
MHW EL
zo
zo
0
¢
�
MLW EL
-2.3
MLW EL
o
z ¢
o
\
EL 13.0
13.0
�
FILL � � 56 (:Y/FT
Y/FT
I
I
22
L 6.5
Q•�
MHW EL
+1.5
'
EL 13.0
+1.5
MLW EL
MLW EL
�
-2.3
^
0
m�
-2.3
o
a
m�
59'
L 6.5
O�
MHW EL
+1.5
Z
zo
a
L fi.5
z0�
MHW EL
+1.5
Z
0
a
m�
O�
MHW EL
+1.5
Z
o
CX
a
�
m�
zq.
_
MHW EL
Z
zo
0
¢
�
� MLW EL
-2.3
MLW EL
o
z �
o
1
\
\ I
EL 13.0
13.0
�
FILL ®� 40
Y/FT
1
\ 1
77
L 6.5
Q•�
MHW EL
+1.5
zo
EL 13.0
+1.5
MLW EL
MLW EL
�
-2.3
^
0
m�
-2.3
o
a
m�
"1
EL 13.0
13.0
�
FILL ®� 35
Y/FT
1
\ 1
73'
L 6.5
MHW EL
MHW EL
+1.5
-
Z
EL 13.0
+1.5
MLW EL
� MLW EL
-2.3
OX
¢
76'
m�
-2.3
o
a
m�
�
�
L 6.5
O�
MHW EL
+1.5
Z
zo
a
O
E
z0�
MHW EL
+1.5
Z
0
a
m�
O�
MLW EL
-2.3
Z
o
CX
a
�
m�
p,
MHW EL
+1.5
I
II 2
EL 13.0
13.0
�
FILL ®� 40
Y/FT
69'
73'
L 6.5
MHW EL
MHW EL
+1.5
-
Z
EL 13.0
+1.5
MLW EL
� MLW EL
-2.3
OX
¢
O
¢
m�
-2.3
o
a
m�
I
8 EL 13.0
13.0
�
FILL ®•� 48
Y/FT
69'
4'
34'
MHW EL
+1.5
o
2p
EL 13.0
+1.5
MLW EL
EL 13.0
_
OX
¢
71
� MLW EL
-2.3
o
a
m�
�
�
�c
AS
O�
MHW EL
+1.5
Z
zo
a
O
E
� MLW EL
- -
-2.3
0
a
m�
O�
MHW EL
+1.5
Z
o
117
8 EL 13.0
13.0
�
FILL � � 46 CY/FT
FILL t1 •� 51 (:Y/FT
69'
L 6.5
34'
MHW EL
+1.5
o
2p
MHW EL
+1.5
MLW EL
EL 13.0
_
OX
¢
z �
m'
� MLW EL
-2.3
o
a
m�
�
�
�c
AS
O�
MHW EL
+1.5
66'
a
O
E
MLW EL
-2.3
O
¢
L fi.5
O�
MHW EL
+1.5
Z
o
p,
MHW EL
+1.5
zo
0
¢
�
MLW EL
-2.3
o
117
8 EL 13.0
13.0
�
FILL � � 46 CY/FT
FILL � � 43 (:Y/FT
69'
L 6.5
p.�
MHW EL
+1.5
o
2p
MHW EL
+1.5
MLW EL
-2.3
_
OX
¢
z �
m'
� MLW EL
-2.3
o
a
II
I
49
13.0
�
FILL � � 43 (:Y/FT
FILL � � 43 (:Y/FT
Y/FT
EL 13.0
fi4'
L 6.5
2p
MHW EL
+1.5
Z
o
EL 13.0
OZ
a¢
v
72
� MLW EL
-2.3
o
a
m�
�
�
�c
AS
O�
MHW EL
+1.5
zo
a
O
E
MLW EL
-2.3
O
¢
m�
O�
MHW EL
+1.5
Z
o
II
I
49
13.0
�
FILL � � 43 (:Y/FT
Y/FT
130'
fi4'
L 6.5
2p
MHW EL
+1.5
Z
o
EL 13.0
OZ
a¢
v
�¢
� MLW EL
-2.3
o
a
m�
�
�
�c
AS
aW z
_
74
a
O
E
O�
MHW EL
+1.5
Z
o
� MLW EL
-2.3
0
¢
m'
I
49
13.0
�
FILL ®� 53
Y/FT
fi4'
L 6.5
2p
MHW EL
+1.5
Z
o
oN�jq
OZ
a¢
v
�¢
� MLW EL
-2.3
o
a
m�
�
�
�c
AS
aW z
_
I
�
a �
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
a¢
v
�¢
z
o�ui
0 0
�c
AS
aW z
_
O
a
O
E
1 2 3 4 5
838+00.00 846+00.00 854+00.00 862+00.00
20 20 20 20 20 20 20 20
FILL @ 52(:Y/FT
^ 10 10 10 10 10 10 10 10
of �" c0 of c0
o \ 93' L 6.5 0 0 s a
¢ ¢ ¢ ¢
Z Z Z Z
MHW EL +1.5
w w w 8
0 0 0 0 0 0 0 0
MLW EL -2.3
Z - Z Z Z
O O O O
F- Z F-
¢ ¢ ¢ ¢
w - w w w
w -10 ----low -10 -low -10 -low -10 -10
X z ¢
a�
z
a
-20 -20 -20 -20 -20 -20 -2o -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
836+00.00 844+00.00 852+00.00 860+00.00
20 20 20 20 20 20 20 20
Q
F Z
07 W J
^ 10 10 10 10 10 10 10 10 = Q 0
m oD U F
¢ ¢ ¢ ¢ 7 W F W Ln
z z z zOQ� (ALL
w w w w Z= O F O
C v 0 0 v 0 0 v 0 0 v 0 0 C W a > Z> W N
0 0 0 o z Ly
U U~~
F Z -, 7 (A W
w w w w W O O_
w-10 ---1 _10- -low-ro -row-ro -lo 0 � U ] (A
OaW O
LL z h
O a
-20I I -20 -20 -20 -20 -20 -20 -20
U °
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
834+00.00 842+00.00 850+00.00 858+00.00 w.
20 20 20 20 20 20 20 20
O
^ 10 10 10 10 10 10 10 10
o] oD o] m
y
¢ ¢ ¢ ¢
Z VT Z Z Z
H H H H ^
w w w w
w o o w o 0 w o o w o 0 O
B O O O O B
F- F-
> > > >
W W W
W -10 -10w -70 -10 W -10 -10w _10--11 v
NOTES: y
1. FOR ADDITIONAL INFORMATION
-20 -zo -20 -20 -20 -zo -20 20 SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
832+00.00 840+00.00 848+00.00 856+00.00 BASED ON MAY 2019 SURVEY
20 20 20 20 20 20 20 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY. o
10 10 10 10 10 10 10 10 W
m LEGEND o
z z z z APPROXIMATE EXISTING
GROUND "
w w w w
w o 0 w o 0 w o o w o 0 �N CAkp� "
PROPOSED
0 0 0 0 RENOURISHMENT \
A a a a a A 23 487
Q
w w w w
LIMITS OF FILL
������� MP�� of
w-10 -tow-10 -low-10 -tow-10 -IOGINE„.
10' 0' 10' 20' SEAL ,"Q�7+7f o0
-20 -20 -2o -20 -20 -20 -20 -20 SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL 0327 0
Sheet 56 of 65 G
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
FILL � ti 51 (:Y/FT
� 2 EL 13.0
SSA 1'
L 6.5
MHW EL +1.5
2. -
MLW EL -2.3
0
oz �
IF
�
UI I
�
FILL � � 42 (:Y/FT
Y/FT
2
zs'
34'
\
EL 13.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
EL 12.0
OZ
o �
LL
61'
L 6.0
' 61'
fi3'
61'
L 6.0
,
MHW EL
+1.5
o
L 6.3
L 6.5
MHW EL
+1.5
MHW EL
+1.5
-
zp.
MHW EL
+1.5
Z
o
z ¢
zp
-
-2.3
o
oz
¢
�
MLW EL
_
-2.3
� MLW EL
o
¢
m�
X
m�
�
m�
�
UI I
�
FILL � � 42 (:Y/FT
Y/FT
2
zs'
34'
\
EL 13.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
EL 12.0
OZ
o �
LL
61'
L 6.0
' 61'
fi3'
61'
L 6.0
,
MHW EL
+1.5
o
L 6.3
L 6.5
MHW EL
+1.5
MHW EL
+1.5
-
zp.
MHW EL
+1.5
Z
o
z ¢
zp
-
-2.3
o
oz
¢
�
MLW EL
_
-2.3
� MLW EL
o
¢
�
m�
X
m�
�
m�
�
UI I
�
FILL � � 40 (:Y/FT
Y/FT
I
I
zs'
34'
\
EL 13.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
EL 12.0
OZ
o �
LL
61'
L 6.0
' 61'
fi3'
61'
L 6.0
,
MHW EL
+1.5
o
L 6.3
L 6.5
MHW EL
+1.5
MHW EL
+1.5
-
zp.
MHW EL
+1.5
Z
o
z ¢
2p.
-
-2.3
Z
oz
¢
�
� MLW EL
-2.3
� MLW EL
X
z �
X
m�
�
m�
�
UI I
�
FILL ®^ 41
Y/FT
1
�
5 EL 12.077
34'
\
' 61'
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
EL 12.0
OZ
o �
LL
61'
L 6.0
' 61'
fi3'
61'
L 6.0
,
MHW EL
+1.5
o
L 6.3
L fi.0
MHW EL
+1.5
MHW EL
+1.5
-
zp.
MLW EL
-2.3
Z
o
z ¢
M
MLW EL
-2.3
0
�
UI I
�
L ®^ 43
FIL17
Y/FT
1
I\v
18
34'
\
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
EL 12.0
OZ
o �
LL
61'
L 6.0
' 61'
fi3'
61'
L 6.0
,
MHW EL
+1.5
o
L 6.3
L fi.0
MHW EL
+1.5
MHW EL
+1.5
-
zp.
-
+1.5
Z
OX
�
M
MLW EL
-2.3
0
oz
¢
�
MLW EL
-2.3
� MLW EL
�
UI I
�
FILL ®^� 48
Y/FT
I
EL 12.0
34'
\
23'
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
EL 12.0
OZ
o �
LL
EL 12.0
L 6.0
' 61'
fi3'
61'
z
,
MHW EL
+1.5
o
L 6.3
L fi.0
zp
+1.5
MHW EL
+1.5
1��_
MHW EL
+1.5
Z
OX
�
M
z
-
0
Z
0
�
MLW EL
-2.3
� MLW EL
X
z ¢
X
m�
�
m�
�
UI I
�
FILL � � 42 (:Y/FT
FIL7/ L ®� 56
Y/FT
EL 12.0
34'
\
61'
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
EL 12.0
OZ
o �
LL
' 61'
L 6.0
' 61'
fi3'
' 61'
z
,
MHW EL
+1.5
o
L 6.3
?
zp
+1.5
MHW EL
+1.5
1��_
MHW EL
+1.5
Z
OX
�
M
z
-
MLW EL
Z
0
�
�
-2.3
� MLW EL
-2.3
o
X
m�
�
m�
�
UI I
�
FILL � � 42 (:Y/FT
1
1
EL 12.0
�
\
61'
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
EL 12.0
OZ
o �
LL
' 61'
L 6.0
' 61'
0 0
' 61'
z
,
MHW EL
+1.5
o
a
?
zp
+1.5
MHW EL
+1.5
1��_
MLW EL
-2.3
Z
OX
�
M
� MLW EL
-2.3
MLW EL
1
�
FILL � � 42 CY/FT
1
1
0 EL 12.0
�
\
61'
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
EL 12.0
OZ
o �
LL
' 61'
L 6.0
' 61'
0 0
' 61'
z
��o
aW z
L 6.0
+1.5
o
a
?
zp
+1.5
MHW EL
+1.5
1��_
MLW EL
-2.3
Z
Z
M
� MLW EL
-2.3
MLW EL
-2.3
�
�
-2.3
o
¢
o
1
�
FILL � � 40 (:Y/FT
Y/FT
1
0 EL 12.0
�
\
61'
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
o �
LL
' 61'
L 6.0
o�ui
0 0
' 61'
z
��o
aW z
MHW EL
+1.5
o
a
?
MHW EL
+1.5
1��_
MLW EL
-2.3
Z
Z
M
� MLW EL
-2.3
o
�
�
MLW EL
-2.3
wz
�
FILL � � 38 (:Y/FT
Y/FT
I
4 3.
a
�
\
L 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
o �
LL
' 61'
z
o�ui
0 0
' 61'
L 6.0
��o
aW z
_
o
a
?
MHW EL
+1.5
1��_
MHW EL
+1.5
Z
M
� MLW EL
-2.3
Z
a
o
�
MLW EL
-2.3
wz
�
FILL ®� 49
Y/FT
J\
a
�
\
8•
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
o �
LL
EL 12.0
z
o�ui
0 0
' 61'
�c
AS
��o
aW z
_
o
a
L 6.0
1��_
MHW EL
+1.5
0
M
MLW EL
-2.3
Z
a
X
¢
MLW EL
-2.3
I
�
FIL7 L ®� 52
Y/FT
I
I\
a
�
l
2�,
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
o �
LL
EL 12.0
IK
z
o�ui
0 0
' 61'
�c
AS
��o
aW z
_
o
a
L 6.0
1��_
MHW EL
+1.5
o
M
MLW EL
-2.3
Z
a
o
z �
MLW EL
-2.3
I
�
FILL ®� 49
Y/FT
� IVB
a
�
V
9
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
o �
LL
EL 12.0
z
o�ui
0 0
60'
�c
AS
��o
aW z
_
o
a
L 6.0
MHW EL
+1.5
O
-
Z
a
MLW EL
-2.3
o
¢
z ¢ED
m� m�
I
�
FILL ®^ 45
Y/FT
� I
a
�
III1P
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
o �
LL
EL 12.0
z
o�ui
0 0
' 60'
�c
AS
��o
aW z
_
o
a
L 6.0
MHW EL
+1.5
Z
a
� MLW EL
-2.3
oz
a
�
�
I
�
a �
a
�
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
o �
LL
��z
�¢
z
o�ui
0 0
�c
AS
��o
aW z
_
o
a
O
E
1 21 3 4 5
870+00.00 878+00.00 886+00.00 894+00.00
20 20 20 20 20 20 20 20
^ 10 10 10 10 10 10 10 10
o
a o a o s a
Q Q Q Q
Z Z Z)7Z
D 1 D
w w w w =a
v o o v o o v o o v o o g
O O O O
F- F-
> > > >
w -10 -row -10 -low -10 -row -10 -I0
z 8
0
-20 -20 -20 -20 -20 -20 -20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
868+00.00 876+00.00 884+00.00 892+00.00
20 20 20 20 20 20 20 20
Q
F Z
W J
TO77 To Z TO TO Z ro TO Z m m = Q 0
m W m Ln C-4 U F
7 W F W �
z z z z OQ� (ALL
C w o 0 w 0 o w o 0 w ° o C W a Z W COO
Z Z Z Z W U ^2 F
0 0 0 o Z� j N W
LU O O 2 i
w w w w
-10-10w-10-10w-10-10w-1D-
1,-10 O d ci U)
LL w O h
Wz F W °
Lu
O ¢
IL U ro
-20 -20 -20 -20 -20 -20 -20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 a
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
c�
866+00.00 874+00.00 882+00.00 890+00.00
20 20 20 20 20 20 20 20 `z
m
O
^ 10IK 10 10 10 10 10 10 10 'Q
of oD of oD
Q
> > > > o
Q Q Q Q
Z Z Z Z
H H H H ^
w w w w
W 0 0 W 0 0 W 0 0 W 0 0 O
B O O O O B
> > > >
W W W a
w -10---low -70 -10 w -10 -low -10 -10
AIn�C O
NOTES• y
1. FOR ADDITIONAL INFORMATION
-20 -20 -20L -2p -20 -zo -20 2a SEE BEACH RENOURISHMENT ,
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
864+00.00 872+00.00 880+00.00 888+00.00 BASED ON MAY 2019 SURVEY
20 So So 20 20 So So 20 BY GEODYNAMICS AND w
FILL @ 35 (:Y/FT
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
6• THE SURVEY. o
EL 12.0
10 10 10 10 10 10 10 10 W
m LEGEND o
p p> D 62 L 6.0 `b
z z z z APPROXIMATE EXISTING
MHW EL+1.5 GROUND "'�
w w w w
�N'CAkO��O
W o o W o o W o o W o o PROPOSED
MLW EL -2.3
AL r'
0 0 0 o RENOURISHMENT
A
Q 23487
LIMITS OF FILL o
���A���
w-10 -tow-10 -low-10 -tow-10 -I0 %,� 0�tiGINE„E. �-ZC�71
o z
ID X10' 0' 10' 20' SEAL
am
-20 -20 -2011 -2p -20 -zo -20 -2a SCALE: 1"=10' VERTICAL SheetL o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL 0-328 0
Sheet 57 of 65 Qi
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
FILL � � 38 (:Y/FT
JAI _
9 EL 12.0
61'
L fi.0
MHW EL +1.5
MLW EL -2.3
0
X
�
3 EL 12.0
�
FILL � � 37 (:Y/FT
Y/FT
� 1
61'
L fi.0
MHW EL
MHW EL
+1.5
0
' 61'
� O
U I
��
MLW EL
-2.3
o
o
z �
o�ui
0 0
L 6.0
aW z
MHW EL
+1.5
0
a
E
2p'I
MLW EL
-2.3
0
o
a
�
� m�
zp'I
MLW EL
-2.3
0
¢
�
m� m�
MLW EL
-2.3
�
3 EL 12.0
�
FILL � � 37 (:Y/FT
Y/FT
� 1
61'
L fi.0
MHW EL
MHW EL
+1.5
0
' 61'
� O
U I
��
MLW EL
-2.3
o
o
z �
o�ui
0 0
'-/
IK
8 EL 12.0
�
FILL � � 38 (:Y/FT
Y/FT
� 1
6' EL 12.0
L 6.0
MHW EL
- MHW EL
+1.5
0
' 61'
� O
U I
��
� MLW EL
-2.3
o
' 61'
L fi.0
o�ui
0 0
L 6.0
aW z
MHW EL
+1.5
0
a
E
2p'I
MLW EL
-2.3
0
o
a
�
� m�
zp'I
MLW EL
-2.3
0
'-/
IK
8 EL 12.0
�
FILL � � 44 (:Y/FT
Y/FT
� 1
7'
L 6.0
MHW EL
- MHW EL
+1.5
0
EL 12.0
� O
U I
��
� MLW EL
-2.3
o
' 61'
z �
o�ui
0 0
L 6.0
aW z
MHW EL
+1.5
0
a
E
0�
MHW EL
+1.5
0
X
¢
z �
m� m�
zp'I
MLW EL
-2.3
0
o
�
MLW EL
-2.3
'-/
IK
8 EL 12.0
�
FILL ®� 36
Y/FT
��
62'
L 6.0
MHW EL
- MHW EL
+1.5
0
62
� O
U I
��
� MLW EL
-2.3
o
OX
z �
o�ui
0 0
lll,\
wz
26'
EL 12.0
IK
�
FILL ®� 42
Y/FT
��
4' EL 12.0
L 6.0
MHW EL
MHW EL
+1.5
0
62
� O
U I
��
MLW EL
-2.3
o
o
L 6.0
o�ui
0 0
L 6.0
aW z
MHW EL
+1.5
0
a
E
0�
MLW EL
-2.3
0
X
¢
z �
m� m�
z
-
-2.3
0
lll,\
wz
26'
EL 12.0
IK
�
FILL ®� 42
Y/FT
63'
61'
L 6.0
MHW EL
MHW EL
+1.5
0
EL 12.0
� O
U I
��
MLW EL
-2.3
o
o
z ¢
o�ui
0 0
�
EL 12.0
�
FILL ®^ 41
Y/FT
63'
' 61'
r5�MHW
MHW EL
EL
+1.5
0
EL 12.0
� O
U I
��
� MLW EL
-2.3
o
oz
�
o�ui
0 0
�
7'
EL 12.0
�
FILL � � 38 (:Y/FT
Y/FT
63'
63'
L 6.0
MHW EL
MHW EL
+1.5
0
EL 12.0
� O
U I
MLW EL
MLW EL
-2.3
o
oz
�
o�ui
0 0
1 �
7'
EL 12.0
�
FILL � � 39 CY/FT
Y/FT
63'
L 6.0
L 6.0
MHW EL
+1.5
0
0
EL 12.0
� O
U I
MLW EL
-2.3
-2.3
o
z �
¢
Ti� m�
o�ui
0 0
/
6 EL 12.0
�
FILL � � 36 (:Y/FT
Y/FT
`�
' 63'
L 6.0
z
MHW EL
+1.5
0
EL 12.0
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
MLW EL
-2.3
o �
v
oz
¢
Ti� m�
o�ui
0 0
1
til I
EL 12.0
�
FILL ®� 37
Y/FT
`�
63'
L 6.0
z
MHW EL
+1.5
0
EL 12.0
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
MLW EL
-2.3
o �
v
X
�
o�ui
0 0
1
til I
EL 12.0
�
FILL ®� 29
Y/FT
`�
2'
L fi.0
z
MHW EL
-
+1.5
Z
0
EL 12.0
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
� MLW EL
-2.3
o �
v
62'
L 6.0
o�ui
0 0
L 6.0
aW z
MHW EL
+1.5
o
O
a
E
7
MHW EL
+1.5
0
z
-
-2.3
0
o
¢
�
MLW EL
-2.3
OX
�
1
til I
EL 12.0
�
FILL ®� 27
Y/FT
I
EL 12.0
L fi.0
z
MHW EL
-
+1.5
Z
0
61'
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
� MLW EL
-2.3
o �
v
o
L 6.0
o�ui
0 0
�c
AS
aW z
MHW EL
+1.5
o
O
a
E
7
-
0
MLW EL
-2.3
o
¢
�
1
til I
EL 12.0
�
FILL ®� 32
Y/FT
a �
59'
L fi.0
z
MHW EL
-
+1.5
Z
0
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
� MLW EL
-2.3
o �
v
o
�
m� m�
o�ui
0 0
I
�
a �
a
�
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
OZ
a¢
o �
v
��z
�¢
z
o�ui
0 0
�c
AS
aW z
_
o
O
a
E
1 2 3 4 5
902+00.00 910+00.00 918+00.00 926+00.00
20 20 20 20 20 20 20 20
TO To z 10--'/TO TO TO Z 0 10
o] oD o] 00
o o s n
z z z z
Z Z Z Z
D< �7
D
w w w w =a
v o 0 v o 0 v 0 o v 0 o g
O O O O
> > > >
w -10 -row -10 -low -10 -row -10 -I0
w 8
0
-20 -20 -20 -20 -20 -20 -20 -2o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
900+00.00 908+00.00 916+00.00 924+00.00
20 20 20 20 20 20 20 20
Q
F Z
W J
ro ro� ro ro� ro ro a m m = Q 0
m 00 to U F
7 W F W m
z z z z OQ� (ALL
Z O
C w o 0 w o 0 w o 0 w ° 0 C W d r` Z W W
z z z z W U F ^2 F
F- 0 0 o Oz -Lu j N W
O O 2 1
w w w w
w -10 -low -10 -low -10 -low -10 -IO O d ci U) h
LL w O
F W °Lu
O ¢
a U w-20 -zo -20 -2° -20 -zo -20 -2°
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 D
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
c�
898+00.00 906+00.00 914+00.00 922+00.00
20 20 20 20 20 20 20 20 `z
FILL @ 42 (:Y/FT
EL 12.0711,
^ 10111, 10 10 10 10 10 10 10 'Q
00 m o0 m
Q
p 64 L 6.0 > O
Q Q Q�17 Q h
Z Z Z Z
MHW EL +1.5 ^
LLo o LL o 0 LL o 0 LL 0 0
MLW EL -2.3 O
O
B O O Oz 1z
O B
>o 0
> > > >
a
w -10 -row -10 -low -10 -row -10 -IO v
0
X z a
NOTES' y
® ® 1. FOR ADDITIONAL INFORMATION N
-20 -zo -So -2° -20 -zo -So 2° SEE BEACH RENOURISHMENT
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
896+00.00 904+00.00 912+00.00 920+00.00 BASED ON MAY 2019 SURVEY
20 20 20 20 20 20 20 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY-
40, o
10 10 10 10 10 10 10 10 W
m 00 LEGEND o
0 0 0 0
z z z z APPROXIMATE EXISTING
GROUND ""' „
11
w w w w
0 0 0 0 0 0 0 0 ��V CAkp�
PROPOSED
0 0 0 0 RENOURISHMENT \
A a a F- a A z3 e
Q
w w w w
LIMITS OF FILL `;F
����MP�� of
w-10 -row-10-I0w-10 -row-10 -10 '�.; OtitiGINE�Ft
10' 0' 10' 20 SEAL ,"Q�7+7f o0
-20 -zo -20 -2° -20 -zo -20 -2° SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-329 0
Sheet 58 of 65 Qi
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
FILL � ti 41 (:Y/FT
� 6
EL 12.0
63'
L fi.0
MHW EL +1.5
MLW EL -2.3
0
C
I'll
EL 12.0
�
FILL � � 43 (:Y/FT
Y/FT
�
t64'
L 6.0
MHW EL
MHW EL
+1.5
0
EL 12.0
� O
U I
MLW EL
MLW EL
-2.3
o �
v
OX
�
o�ui
0 0
I'll
EL 12.0
�
FILL � � 43 (:Y/FT
Y/FT
�
t64'
L 6.0
MHW EL
MHW EL
+1.5
0
EL 12.0
� O
U I
MLW EL
MLW EL
-2.3
o �
v
OX
�
o�ui
0 0
\J+�1
EL 12.0
�
FILL � ti 41 (:Y/FT
Y/FT
�
64'
L 6.0
MHW EL
MHW EL
+1.5
Z
0
EL 12.0
� O
U I
MLW EL
� MLW EL
-2.3
o �
v
a
w
o�ui
0 0
Wz
EL 12.0
�
FILL ®� 47
Y/FT
�
17
L 6.0
MHW EL
MHW EL
+1.5
Z
0
EL 12.0
� O
U I
MLW EL
� MLW EL
-2.3
o �
v
61'
�
o�ui
0 0
L 6.0
awz
_ o
a
O
E
MHW EL
+1.5
0
���
� MLW EL
-2.3
o
0
�
MLW EL
-2.3
i
o
W �
Wz
EL 12.0
�
FILL ®^ 45
Y/FT
�
4
L 6.0
MHW EL
MHW EL
+1.5
Z
0
EL 12.0
� O
U I
MLW EL
� MLW EL
-2.3
o �
v
62
�
o�ui
0 0
L 6.0
awz
_ o
a
O
E
EL
+1.5LW
0
O�
!MHW
EL
-2.3
o
oz
�
MLW EL
-2.3
i
IK
EL 12.0
�
L ®� 42
FILIS
Y/FT
� 1
8'
L 6.0
MHW EL
MHW EL
+1.5
Z
0
EL 12.07
� O
U I
MLW EL
� MLW EL
-2.3
o �
v
62'
�
o�ui
0 0
L fi.0
awz
_ o
a
O
E
MHW EL
+1.5
0
O�
MLW EL
-2.3
o
0
�
MLW EL
-2.3
i
o
�Wz
~
IK
EL 12.0
�
FILL ®� 35 (Y/FT
Y/FT
60'
' 63'
L 6.0
MHW EL
MHW EL
+1.5
Z
0
EL 12.0
� O
U I
MLW EL
� MLW EL
-2.3
o �
v
X
�
o�ui
0 0
1
EL 12.0
�
FILL � � 39 (:Y/FT
Y/FT
60'
27
�
MHW EL
+1.5
0
77
EL 12.0
� O
U I
MLW EL
-2.3
OZ
a¢
o �
v
59'
z
o�ui
0 0
L 6.0
awz
_ o
a
O
E
MHW EL
+1.5
0
O�
MLW EL
-2.3
o
o
�
MLW EL
-2.3
i
�
EL 12.0
�
FILL � � 37 CY/FT
Y/FT
60'
27
�
MHW EL
+1.5
0
77
EL 12.0
� O
U I
MLW EL
-2.3
OZ
a¢
o �
v
a
z
o�ui
0 0
1
�
FILL � � 43 (:Y/FT
Y/FT
~
27
�
77
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
a¢
o �
v
60'
z
o�ui
0 0
L 6.0
awz
_ o
a
O
E
MHW EL
+1.5
Z
O�
MLW EL
-2.3
o
0
�
MLW EL
-2.3
i
o
z �
1
�
FILL t1 � 51 (:Y/FT
Y/FT
~
7
�
77
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
a¢
o �
v
61'
z
o�ui
0 0
L 6.0
awz
_ o
a
O
E
MHW EL
+1.5
Z
4
MLW EL
-2.3
o
0
�
MLW EL
-2.3
i
OX
z �
1
�
FILL ®� 47
Y/FT
4
31'
�
77
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
a¢
o �
v
60'
z
o�ui
0 0
L fi.0
awz
_ o
a
O
E
MHW EL
+1.5
0
4
-
-2.3
o
X,
�
MLW EL
-2.3
o
¢
z �
�
�
FILL ®� 46
Y/FT
4
6'
�
77
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
a¢
o �
v
59'
z
o�ui
0 0
L 6.0
awz
_ o
a
O
E
MHW EL
+1.5
0
4
-
-2.3
0
X,
�
MLW EL
-2.3
o
z �
1
�
FILL ®^ 45
Y/FT
4
'
�
77
EL 12.0
IK
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
a¢
o �
v
59'
z
o�ui
0 0
L fi.0
awz
_ o
a
O
E
MHW EL
+1.5
0
�
MLW EL
-2.3
X,
�
1
�
FILL ®^ 45
Y/FT
a �
0
�
I-- ^ �.
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
a¢
o �
v
' S9'
z
o�ui
0 0
L 6.0
awz
_ o
a
O
E
MHW EL
+1.5
Z
0
�
� MLW EL
-2.3
CX
z �
I
�
a �
a
�
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
a¢
o �
v
��z
�¢
z
o�ui
0 0
�c
AS
awz
_ o
a
O
E
1 2 3 4 5
934+00.00 942+00.00 950+00.00 958+00.00
20 20 20 20 20 20 20 20
TO To TO TO TO TO 10 10
o] o o] o
o s n
¢ ¢ ¢ ¢
Z Z Z Z
D D
w w w w =a
0 0 0 0 0 0 0 o g
Z Z Z Z
O O O O
> > > >
w -10 -row -ro -low -T0 -row -m _Io
Z
8
0
< <
-20 -zo -20 -20 -20 -zo -20 -20 �
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
932+00.00 940+00.00 948+00.00 956+00.00
20 20 20 20 20 20 20 20
Q
F Z
W J
10 10 ro 10 ro 10 m 1D = Q ZO
m m rn U F
¢ ¢ ¢ ¢ 7 W F W f7
z z z z ZQO (ALL o
C w o o w 0 o w o o w 0 o C W a l W 0p o
z z z z W U F
O o 0 o ZLu j N_ W
w w w w
O O 2 s
w-10___lo'-10-10w-10 -low -10 O A F_ ] (A h
LL LU O
F W
If If
N
Lu
IL U
-20 -zo -20 -20 -20 -zo -20 -20 �
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 a
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
c�
930+00.00 938+00.00 946+00.00 954+00.00 w.
20 20 20 20 20 20 20 20 `zIS
ro To ro 10 TO 10 m m -�
00 m o0 m
Q
D o D o
¢ ¢ a ¢
Z Z Z Z
H H H H ^
w w w w
W o o W o o W o o W o 0 0
N
B O O O O B
> > > >
W W W D
w -10 -row - 0 -low -ro -row -m -l0 v
NOTES• s
1. FOR ADDITIONAL INFORMATION
-20 -zo -20 -2a -20 -zo -20J-20 SEE BEACH RENOURISHMENT of
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
928+00.00 936+00.00 944+00.00 952+00.00 BASED ON MAY 2019 SURVEY
20 20 20 20 20 20 20 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY. o
TO To 10--7TO TO To 1D1D w
LEGEND o
D o D o y
z z z z APPROXIMATE EXISTING
GROUND "
ww w w
W oo W o 0 W o o W 0 0 �N CARO
PROPOSED
0 0 0 0 RENOURISHMENT \
A a a a a A z3 e7 o
Q
w w w w
LIMITS OF FILL
�����W -T0 -row-TO -low-T0 -row -m -lo .clNE��,���.°
10' 0' 10' 20' SEAL
-20 -20 -20 -20 -20 -20 -20 -20 SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-330 0
Sheet 59 of 65 Qi
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
/� FILL � � 35 (:Y/FT 1� 5 EL 12.0
64'
L 6.0
2 : J MHW EL +1.5
MLW EL -2.3
Z
r
4 EL 12.0
�
FILL � � 40 (:Y/FT
Y/FT
1
1,
L 6.0
2p,
MHW EL
+1.5
1 �
J\
EL 12.0
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
63'
L 6.0
' S1'
0 0
EL 12.0
L fi.0
Zp,J
MHW EL
+1.5
Z
za
' 48
z.J
J
MHW EL
+1.5
Z
+1.5
6.0
J
-
-2.3
o
?p
oz
MLW EL
-2.3
0
o
�
J
MLW EL
-2.3
0
r
4 EL 12.0
�
FILL � � 40 (:Y/FT
Y/FT
1
1,
L 6.0
2p,
MHW EL
+1.5
1 �
J\
EL 12.0
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
63'
L 6.0
' S1'
0 0
EL 12.0
L fi.0
Zp,J
MHW EL
+1.5
Z
za
' 48
z.J
J
MHW EL
+1.5
Z
+1.5
6.0
J
-
-2.3
o
o
?p
oz
MLW EL
-2.3
0
o
�
m� m�
J
MLW EL
-2.3
0
1
4 EL 12.0
�
FILL � � 40 (:Y/FT
Y/FT
1
1,
L 6.0
2p,
MHW EL
+1.5
^r
EL 12.0
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
62'
L 6.0
' S1'
0 0
EL 12.0
L 6.0
Zp,J
MHW EL
+1.5
Z
za
' 48
2,J
J
MHW EL
+1.5
Z
+1.5
6.0
J
-
-2.3
o
o
?p
oz
MLW EL
-2.3
0
o
�
J
MLW EL
-2.3
0
�
4 EL 12.0
�
FILL � � 43
Y/FT
I
4 EL 12.0
L 6.0
2p,
MHW EL
+1.5
�v\ r
EL 12.0
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
61'
L 6.0
' S1'
0 0
EL 12.0
fi.0
Zp,J
MHW EL
+1.5
Z
za
' 48
�_�
J
MHW EL
+1.5
Z
+1.5
6.0
J
-
-2.3
Z
o
o
?p
oz
� MLW EL
_
-2.3
0
o
�
m� m�
J
MLW EL
-2.3
0
�
4 EL 12.0
�
FILL ®^ 31
Y/FT
nn
n\pit
4 EL 12.0
L 6.0
2p,
MHW EL
+1.5
�v\ r
65'
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
6
L 6.0
' S1'
0 0
EL 12.0
L 6.0
Zp,J
MHW EL
+1.5
Z
za
' 48
6.0
J
MHW EL
+1.5
Z
+1.5
6.0
J
-
-2.3
a
o
?p
oz
MHW EL
+1.5
0
o
�wz
J
MLW EL
-2.3
0
o
�
MLW EL
-2.3
�
4 EL 12.0
�
FILL ®� 35
Y/FT
nn
n\pit
4 EL 12.0
L 6.0
2p,
MHW EL
+1.5
1
65'
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
' 65'
L 6.0
' S1'
0 0
EL 12.0
L 6.0
Zp,J
MHW EL
+1.5
Z
za
56'
6.0
J
MHW EL
+1.5
Z
+1.5
L 6.0
J
-
-2.3
a
o
7p
oz
MHW EL
+1.5
o
�wz
J
-
0
MLW EL
-2.3
o
�
�
4 EL 12.0
�
FILL ®� 36
Y/FT
nn
n\pit
4 EL 12.0
L 6.0
2p,
MHW EL
+1.5
� l
65'
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
' 65'
L 6.0
' S1'
0 0
EL 12.0
L 6.0
Zp,J
MHW EL
+1.5
Z
za
' S0'
6.0
J
MHW EL
+1.5
Z
+1.5
-
o
J
-
-2.3
a
o
�
oz
MLW EL
-2.3
o
�wz
-
Z
_ -
4 EL 12.0
�
FILL ®� 36
Y/FT
nn
n\pit
EL 12.0
L 6.0
2p,
MHW EL
+1.5
a
65'
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
o
L 6.0
' S1'
0 0
EL 12.0
2.
Zp,J
MHW EL
+1.5
Z
za
' S0'
6.0
J
2p. J
+1.5
Z
+1.5
-
o
J
� MLW EL
-2.3
� MLW EL
o
�
oz
�
+1.5
_ -
4 EL 12.0
�
FILL � � 27 (:Y/FT
h
nn
n\pit
56'
L 6.0
2p,
MHW EL
+1.5
a
61'
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
o
z �
' S1'
0 0
_ -
�
FILL � � 26 CY/FT
h
nn
n\pit
EL 13.0
a
1
\_+k
'
JJ�
61'
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
12.0
OZ
LL
6.
L 6.5
' S1'
0 0
EL 12.0
L 6.5
Zp,J
L 6.0
+1.5
Z
za
' S0'
6.0
2p.
2p. J
+1.5
MHW EL
+1.5
-
o
J
MHW EL
+1.5
� MLW EL
-2.3
2p,J
oz
�
+1.5
o
�
_ -
�
FILL � � 29 (:Y/FT
Y/FT
nn
n\pit
EL 13.0
a
40
JJ�
61'
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
LL
6.
L 6.5
o�ui
0 0
EL 12.0
L 6.5
Zp,J
MHW EL
+1.5
Z
za
' S0'
6.0
2p.
-
+1.5
0
o
fi.0
J
MHW EL
+1.5
Z
o
o
2p,J
MHW EL
+1.5
o
�
-
Z
-MLW EL
-2.3
o
z �
_ -
�
FILL � ti 31 (:Y/FT
Y/FT
nn
n\pit
EL 13.0
a
40
� r
61'
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
LL
7 EL 12.0
L 6.5
o�ui
0 0
' 49
L 6.5
Zp,J
MHW EL
+1.5
Z
za
a
6.0
2p.
-
+1.5
0
o
2p.
J
MHW EL
+1.5
Z
o
o
z �
� MLW EL
-2.3
o
�
_ -
�
FILL ®� 47
Y/FT
\ v�1
EL 13.0
a
40
� r
61'
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
LL
fit'
L 6.5
o�ui
0 0
L 6.5
Zp,J
MHW EL
+1.5
Z
za
a
E
2p.
-
+1.5
0
o
�
J
MLW EL
-2.3
o
o
z �
MLW EL
-2.3
_ -
�
FILL ®^ 48
Y/FT
� 49
EL 13.0
a
40
� r
13.0
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
LL
fit'
z
o�ui
0 0
L 6.5
Zp,J
MHW EL
+1.5
Z
za
a
E
7p
MHW EL
+1.5
o
o
�
J
MLW EL
-2.3
o
o
�
MLW EL
-2.3
_ -
�
FILL ®� 39 (Y/FT
Y/FT
I
EL 13.0
a
40
� r
2 EL 12.0
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
LL
fi3'
z
o�ui
0 0
L 6.5
Zp,J
MHW EL
+1.5
Z
za
a
E
7p
MHW EL
+1.5
o
�
J
o
MLW EL
-2.3
o
�
I
�
FILL ®� 36
Y/FT
r
a
40
� r
2 EL 12.0
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
LL
70
z
o�ui
0 0
�c
AS
Zp,J
MHW EL
+1.5
Z
za
a
E
� MLW EL
-2.3
o
�
I
�
a �
a
40
5
.£
� O
U I
2
U
¢
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
LL
�¢
z
o�ui
0 0
�c
AS
aW z
_
o
O
a
E
1 2 3 4 5
966+00.00 974+00.00 982+00.00 990+00.00
20 20 20 20 20 20 20 20
TO To z TO TO TO TO Z m 10
m
a o a o s a
Q Q Q Q
Z Z Z Z
D D
w w w w =a
0 0 0 0 0 0 0 o g
Z Z Z Z
O O O O
> > > >
w -10 -row -10 -10-10 -row -10 -10
z 8
0
-20 -20 -20 -20 -20 -20 -20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
964+00.00 972+00.00 980+00.00 988+00.00
20 20 20 20 20 20 20 20
Q
F Z
W J
^ 10 10 Z 10 10 10 10 Z 10 10 = Q 0
m 0 oD U F
7 W F W f0
z z z z Om Lo
Q� (ALL
w w w w z= O ~ 0
C v o o v o o v o o v ° o C cc
W a Z W
Z Z Z Z W U ^2 F
O ¢ O 0 0 co = S
w w w w
mU ](A
w -10 ---10, -10 -low -10 -row -10 -10 D O- F O h
lL W Z Cn
O
O ¢
Lu
IL Q
-20 -20 -20 -20 -20 -20 -20 -20 U
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
c�
962+00.00 970+00.00 978+00.00 986+00.00
20 20 20 20 20 20 20 20 Q
^ 10 10 10 10 10 10 10 10O
00 m o0 m
Q
Z Z Z Z
H H H H
w w w w
0 o LL o 0 LL 0 0 LL 0 0
O
B Z Z Z Z B
O O O O
� �
> > > >
w -10 -row -10 -low -10 -10 w -10 -Io v
NOTES: s
1. FOR ADDITIONAL INFORMATION
-20 -z0 -zo -20 -20 -zo -zo 2a SEE BEACH RENOURISHMENT of
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
960+00.00 968+00.00 976+00.00 984+00.00 BASED ON MAY 2019 SURVEY
20 zo zo 20 20 zo zo 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY. o
10 10 10 10 10 10 10 10 W
LEGEND o
z z z z APPROXIMATE EXISTING
GROUND "
w w w w
x o o x o 0 x o o x o 0 �N CA
PROPOSED
0 0 0 o RENOURISHMENT \
A a a a a A 23487
Q
w w w w
LIMITS OF FILL
�� MP�� of
w-10 -tow-10 -low-10 -tow-10 -10
wz
10 0' 10' 20' SEAL ,"Q�7+7f o0
-20 -zo -zo -20 -20 -z0 -z0 -2a SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 zoo 300 400 -100 0 100 200 300 400 -100 0 100 zoo 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-331 0
Sheet 60 of 65 G
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
� FILL � � 52 (:Y/FT
a\
wz
I
L 13.0
�
FILL � � 56 (:Y/FT
1
EL 13.0
25'
60'
L 6.5
EL 13.0
I �
1 EL 13.0
0
27
EL 13.0
I �
EL 13.0
-2.3
52
o
¢
wz
�
59'
L 6.5
0 0
MHW EL
+1.5
0
59'
L 6.5
MHW EL
+1.5
0
oz
L 6.5
20.
MHW EL
+1.5
0
o
¢
�
oz
Qo
MHW EL
+1.5
0
CX
a
�
m� �
MLW EL
-2.3
MHW EL
o
�
o
z
�
a\
wz
I
L 13.0
�
FILL � � 56 (:Y/FT
Y/FT
1
EL 13.0
25'
60'
L 6.5
EL 13.0
I �
1 EL 13.0
0
27
EL 13.0
u
59'
-2.3
52
o
¢
wz
�
59'
L 6.5
0 0
MHW EL
+1.5
0
��o
awz
L 6.5
MHW EL
+1.5
0
oz
�
20.
MHW EL
+1.5
0
o
¢
�
oz
Qo
MLW EL
-2.3
Z
0
CX
a
�
m� �
� MLW EL
-2.3
MHW EL
a\
wz
I
L 13.0
�
FILL � � 58 (:Y/FT
Y/FT
1
EL 13.0
25'
60'
L 6.5
EL 13.0
\r�1
3 EL 13.0
0
27
EL 13.0
u
59'
-2.3
52
o
¢
wz
�
60'
L 6.5
0 0
MHW EL
+1.5
0
��o
awz
L 6.5
MHW EL
+1.5
0
oz
�
20.
MLW EL
-2.3
o
o
¢
�
oz
Qo
MLW EL
-
-2.3
Z
0
a\
wz
I
L 13.0
�
FILL � � 54 (:Y/FT
Y/FT
1
3'
25'
60'
L 6.5
EL 13.0
\r�1
3 EL 13.0
0
27
EL 13.0
u
57'
-2.3
52
o
¢
wz
�
60'
L 6.5
0 0
MHW EL
+1.5
0
��o
awz
L 6.5
- MHW EL
+1.5
0
oz
�
20.
MHW EL
+1.5
o
oz
�
oz
Qo
MLW EL
-
-2.3
Z
0
o
¢
�
� MLW EL
-2.3
MHW EL
o
�
m� m�
o
z
�
a\
wz
I
L 13.0
�
FILL ®� 52
Y/FT
1
3'
25'
60'
L 6.5
EL 13.0
1
EL 13.0
u`
0
27
EL 13.0
u
57'
-2.3
52
o
¢
wz
�
59'
L 6.5
0 0
MHW EL
+1.5
0
��o
awz
L 6.5
- MHW EL
+1.5
0
oz
�
20.
MLW EL
-2.3
o
oz
�
oz
Qo
MLW EL
-
-2.3
_
a\
wz
I
L 13.0
�
L ®� 50
FIL77-
Y/FT
1
4 EL 13.0
25'
60'
L 6.5
EL 13.0
1
5'
0
27
EL 13.0
u
EL 13.0
-2.3
52
o
¢
wz
�
59'
L fi.0
0 0
MHW EL
+1.5
0
��o
awz
L 6.5
MLW EL
-2.3
MHW EL
oz
�
20.
MHW EL
+1.5
o
-2.3
�lz
oz
Qo
MLW EL
-
-2.3
_
o
¢
�
'
MHW EL
\
1
I
L 13.0
�
FILL ®^ 45
FILL ®^� 51
Y/FT
4 EL 13.0
25'
60'
L 6.5
EL 13.0
MHW EL
+1.5
0
27
EL 13.0
u
MLW EL
-2.3
52
o
¢
wz
�
59'
L fi.0
0 0
MHW EL
\
�
FILL ®^ 45
Y/FT
2
4 EL 13.0
25'
a �
EL 13.0
l\ 111
48'
�
27
EL 13.0
u
EL 13.0
L fi.0
52
LL
EL 13.0
z
59'
L fi.0
0 0
MHW EL
+1.5
0
��o
awz
L 6.5
MLW EL
-2.3
MHW EL
oz
�
20.
MHW EL
+1.5
Z
o
-2.3
�lz
oz
Qo
� MLW EL
-2.3
-
o
�
'
MHW EL
/
�
FILL � � 32 (:Y/FT
h�
2
4 EL 13.0
25'
a �
EL 13.0
48'
�
27
EL 13.0
� O
U I
49'
L fi.0
52
LL
EL 13.0
z
46'
L fi.0
0 0
MHW EL
+1.5
0
��o
awz
L fi.0
MLW EL
-2.3
MHW EL
oz
�
20.
-
-2.3
MLW EL
/
�
FILL � � 43 CY/FT
h�
2
�
25'
a �
EL 13.0
EL 13.0
�
27
EL 13.0
� O
U I
49'
oN�q
52
LL
EL 13.0
z
46'
L fi.0
0 0
L 6.5
56'
��o
awz
L fi.0
MHW EL
+1.5
MHW EL
+1.5
0
20.
-
-2.3
MLW EL
-2.3
�lz
oz
Qo
�
�
MHW EL
+1.5
Z
0
z �
m� m�
ll
�
FILL ®� 38
FILL � � 50 (:Y/FT
Y/FT
�
25'
a �
EL 13.0
�
27
EL 13.0
� O
U I
49'
oN�q
oZ
a¢
LL
EL 13.0
z
46'
L fi.0
0 0
56'
��o
awz
L fi.0
MHW EL
+1.5
O
E
54'
L 6.5
20.
-
-2.3
o
oz
�lz
L 6.5
MLW EL
MHW EL
+1.5
Z
0
z �
m� m�
'
MHW EL
+1.5
0
o
z
�
MLW EL
-2.3
C
z
�
J L v
�
FILL ®� 38
FILL t1 � 51 (:Y/FT
Y/FT
�
25'
a �
EL 13.0
30'
EL 13.0
� O
U I
49'
oN�q
oZ
a¢
LL
EL 13.0
z
46'
L fi.0
0 0
56'
��o
awz
L fi.0
MHW EL
+1.5
O
E
L 6.5
20.
-
-2.3
o
oz
�lz
z
MLW EL
MHW EL
+1.5
Z
0
z �
m� m�
'
� MLW EL
-2.3
0
o
z
�
MLW EL
-2.3
i
�
FILL ®� 38
FILL ®� 40
Y/FT
a
a �
EL 13.0
30'
� O
U I
49'
oN�q
oZ
a¢
LL
EL 13.0
z
46'
L fi.0
0 0
53'
��o
awz
L fi.0
MHW EL
+1.5
O
E
L 6.0
20.
-
-2.3
o
oz
�lz
z
MLW EL
MHW EL
+1.5
X
¢
z �
m� m�
'
0
MLW EL
-2.3
o
z
�
i
�
FILL ®� 38
Y/FT
vel \
6
a �
EL 13.0
� O
U I
49'
oN�q
oZ
a¢
LL
�¢
z
46'
L fi.0
0 0
�c
AS
��o
awz
L fi.0
MHW EL
+1.5
O
E
20.
-
-2.3
o
oz
�lz
MLW EL
-2.3
X
¢
z �
m� m�
i
�
FILL ®� 35
Y/FT
MI
5
a �
EL 13.0
� O
U I
46'
oN�q
oZ
a¢
LL
�¢
z
46'
6.0
0 0
�c
AS
��o
awz
L fi.0
MHW EL
+1.5
O
E
MLW EL
-2.3
Z
oz
�lz
� MLW EL
-2.3
/ I
�
FILL ®� 34
Y/FT
a �
4
� O
U I
EL 13.0
oN�q
oZ
a¢
LL
�¢
z
46'
0 0
�c
AS
��o
awz
L fi.0
o
a
O
E
MHW EL
+1.5
Z
� MLW EL
-2.3
o
¢
�
I
�
a �
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�q
oZ
a¢
LL
�¢
z
o�ui
0 0
�c
AS
��o
awz
_
o
a
O
E
1 21 3 4 5
998+00.00 1006+00.00 1014+00.00 1022+00.00
20 20 20 20 20 20 20 20
TO To TO TO To TO 10 10
o�
a o a o s a
Q Q Q Q
Z Z Z Z
D D
w w w w m 8
0 0 0 0 0 0 0 o g
z z z z
O O O O
> > > >
w -T0 -row -To -low -10 -row -m -l0
z 8
0
-20 -z0 -20 -2° -20 -20 -20 -2°
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
996+00.00 1004+00.00 1012+00.00 1020+00.00
20 20 20 20 20 20 20 20
Q
F Z
W J
ro ro ro ro ro ro-0 m m = Q 0
m m rn U F
< �'77 W F W M
zm Ln
z z z OQ� (ALL
Z O
C w o o w o o w o o w 0 o C W a r` Z W O o
z z z z W U F ^2 F
0 0 0 o Z� j N W
O O 2 1
w w w w LU
w-10 -low 0-- -low-10 -Tow -m -10 O a U ] co h
LL w O
F W °
O ¢
IL U w
-20 -20 -20 -20 -20 -20 -20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 D
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
c�
994+00.00 1002+00.00 1010+00.00 1018+00.00
20 20 20 20 20 20 20 20 `z
sI IN
TO To TO 10 TO 10 m 1D -�
00 m o0 m �
a o a o Q
Q Q Q Q �
Z Z Z Z
H H H H ^
w w w w
w o 0 w 0 0 w 0 0 w ° 0 0
B O O O O B
> > > >
w -T0 -row -10 -10 w -10 -row -m -1 o v
AIn�C. 0
NOTES•y
FOR ADDITIONAL INFORMATION
-20 -z0 -20 -2° -20 -zo -20 2a SEE BEACH RENOURISHMENT of
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
992+00.00 1000+00.00 1008+00.00 1016+00.00 BASED ON MAY 2019 SURVEY
20 20 20 20 20 20 20 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY. o
TO To To TO TO TO m 1D w
LEGEND o
D o D o y
z z z z APPROXIMATE EXISTING
GROUND "
w w w w
w o o w o 0 w o o w 0 0 ��V CARO
PROPOSED
0 0 0 0 RENOURISHMENT \
A a a a a A z3 e7 o
Q
w w w w
LIMITS OF FILL `;F + ° o
������� MP�� of
w -T0 -row-TO -low-T0 -row -m -10 3, °
10' 0' 10' 20' SEAL ,,,8iZ7f1 o0
-20 -z0 -20 -2° -20 -z0 -20 -20 SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 zoo 300 400 -100 0 100 200 300 400 -100 0 100 zoo 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-332 0
Sheet 61 of 65 Qi
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
\ FILL � -• 36 (:Y/FT
�
2' EL 12.0
�
FILL � �• 38 (:Y/FT
\
Sfi'
L 6.0
z0�
MHW EL
+1.5
\
I
� O
U I
2
U
m
p 2 U
111UF--
3m�
MLW EL
-2.3
/d
EL 13.0
�
o�ui
0 0
z0,
s8'
L 6.0
+1.5
0
a
O
L 6.0
-2.3
MHW EL
+1.5
Z
o
z
MHW EL
+1.5
Z
oz
Qo
�
�
_
MLW EL
-2.3
0
X
-
� MLW EL
-2.3
o
o
�
�
2' EL 12.0
�
FILL � �• 38 (:Y/FT
Y/FT
\
Sfi'
L 6.0
z0�
MHW EL
+1.5
\
EL 13.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
MLW EL
-2.3
/d
EL 13.0
�
o�ui
0 0
z0,
60'
L 6.0
+1.5
0
a
O
L 6.0
-2.3
MHW EL
+1.5
Z
o
z0
MHW EL
+1.5
Z
oz
Qo
�
�
20.
MLW EL
-2.3
o
X
z �
�
-2.3
o
�
2' EL 12.0
�
FILL � �• 41 (:Y/FT
Y/FT
18 EL 13.0
Sfi'
L 6.0
z0�
MHW EL
+1.5
til
EL 13.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
MLW EL
-2.3
\
60'
�
o�ui
0 0
z0,
52'
L 6.0
+1.5
0
a
O
z0,•
-2.3
MHW EL
+1.5
Z
o
MLW EL
-2.3
_
oz
Qo
�
�
20.
MLW EL
-2.3
o
o
z �
�
-2.3
o
�
�Lu
\
2' EL 12.0
�
FILL � �• 40 (:Y/FT
Y/FT
18 EL 13.0
Sfi'
L 6.0
z0�
MHW EL
+1.5
til
3,
EL 13.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
MLW EL
-2.3
\
56'
�
o�ui
0 0
z0,
52'
L 6.0
+1.5
0
a
O
z0
-2.3
MHW EL
+1.5
Z
o
� MLW EL
-2.3
_
oz
Qo
�
�
20.
MLW EL
-2.3
0
\
2' EL 12.0
�
FILL ®^• 44
Y/FT
18 EL 13.0
Sfi'
L 6.0
z0�
MHW EL
+1.5
\ 69'
20'
� O
U I
2
U
m
p 2 U
111UF--
3m�
MLW EL
-2.3
\
EL 13.0
�
o�ui
0 0
z0,
52'
MHW EL
+1.5
0
a
O
L 6.0
-2.3
MHW EL
oz
¢
�
MHW EL
+1.5
0
o
�
20.
MLW EL
-2.3
0
o
z �
MLW EL
-2.3
\
2' EL 12.0
�
FILL ®� 36
Y/FT
18 EL 13.0
Sfi'
L 6.0
z0�
MHW EL
+1.5
\
20'
� O
U I
2
U
m
p 2 U
111UF--
3m�
MLW EL
-2.3
\
ELI
�
o�ui
0 0
z0,
54'
MHW EL
+1.5
0
a
O
L 6.0
-2.3
MHW EL
oz
¢
�
MHW EL
+1.5
0
o
�
20.
-
-2.3
0
o
z �
MLW EL
-2.3
o
�Lu
�\
2' EL 12.0
�
FILL ®^• 31
Y/FT
18 EL 13.0
Sfi'
L 6.0
z0�
MHW EL
+1.5
\ 1'
EL 13.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
MLW EL
-2.3
�
EL 13.0
�
o�ui
0 0
z0,
s5'
MHW EL
+1.5
0
a
O
L fi.0
-2.3
MHW EL
oz
¢
�
MHW EL
+1.5
0
o
�
20.
-
-2.3
o
o
z �
MLW EL
-2.3
o
¢
�
�\
2' EL 12.0
�
FILL ®� 38 (Y/FT
�
tV/
18 EL 13.0
Sfi'
L 6.0
z0�
MHW EL
+1.5
\ 56
EL 13.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
MLW EL
-2.3
L 6.0
EL 13.0
�
o�ui
0 0
z0,
57'
MHW EL
+1.5
0
a
O
L 6.0
-2.3
MHW EL
oz
¢
�
MHW EL
+1.5
0
o
�
z
MLW EL
-2.3
Z
o
o
z �
� MLW EL
-2.3
o
�
�\
2' EL 12.0
�
FILL � -• 28 (:Y/FT
�
tV/
18 EL 13.0
Sfi'
L 6.0
z0�
MHW EL
+1.5
0
EL 13.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
MLW EL
-2.3
L 6.0
o
�
o�ui
0 0
z0,
I
1.Q
�
FILL � -• 30 CY/FT
�
tV/
18 EL 13.0
24
�
51'
\ f
EL 13.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
oN�jq
OZ
a¢
L 6.0
52'
z
o�ui
0 0
z0,
s2'
MHW EL
+1.5
0
a
O
MLW EL
-2.3
MHW EL
oz
¢
�
MHW EL
I
1.Q
�
FILL � �• 33 (:Y/FT
Y/FT
�
24
�
\ f
EL 13.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
oN�jq
OZ
a¢
v
52'
z
o�ui
0 0
s2'
L 6.0
��o
awz
_ o
a
O
L 6.0
MHW EL
+1.5
Z
MHW EL
+1.5
0
o
�
z
MLW EL
-2.3
Z
0
o
z �
� MLW EL
-2.3
I
1.Q
�
FILL � �• 35 (:Y/FT
Y/FT
- 1 48
17 EL 12.0
�
\ f
7 EL 13.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
oN�jq
OZ
a¢
v
s4'
z
o�ui
0 0
s2'
L 6.0
��o
awz
_ o
a
O
L 6.0
MHW EL
+1.5
Z
MHW EL
+1.5
o
�
z
-
Z
0
� MLW EL
-2.3
o
�
I
1.Q
�
FILL ®� 32
Y/FT
- 1 48
17 EL 12.0
�
\ f
12.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
oN�jq
OZ
a¢
v
s4'
z
o�ui
0 0
L 6.0
��o
awz
_ o
a
O
E
MHW EL
+1.5
Z
MLW EL
-2.3
o
�
I
1.Q
�
FILL ®� 32
Y/FT
- 1 48
a
�
12.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
oN�jq
OZ
a¢
v
55'
z
o�ui
0 0
L 6.0
��o
awz
_ o
a
O
E
MHW EL
+1.5
o
MLW EL
-2.3
o
Wz �
I
1.Q
�
FILL ®^• 31 (Y/FT
4'
a
�
L 12.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
oN�jq
OZ
a¢
v
' Ss'
z
o�ui
0 0
L 6.0
��o
awz
_ o
a
O
E
MHW EL
+1.5
o
MLW EL
-2.3
o
z �
I
1.Q
�
L ®� 29 (Y/FT
FIL10
r �
a
�
EL 12.0
� O
U I
2
U
m
p 2 U
111UF--
3m�
oN�jq
OZ
a¢
v
' Sfi'
z
o�ui
0 0
L 6.0
��o
awz
_ o
a
O
E
MHW EL
+1.5
Z
o
� MLW EL
-2.3
o
�
m� m�
I
1.Q
�
r �
a
�
� O
U I
2
U
m
p 2 U
111UF--
3m�
oN�jq
OZ
a¢
v
�¢
z
o�ui
0 0
Am A=
AS
��o
awz
_ o
a
O
E
1 21 3 4 5
1030+00.00 1038+00.00 1046+00.00 1054+00.00
20 20 20 20 20 20 20 20
^ 10 10 10 10 1U 10 10 10
o] co o] co
o s n
Q Q Q Q
Z Z Z Z
D77
D
w w w w =a
0 0 0 0 0 0 0 o g
z z z z
O O O O
> > > >
w -10 -row -10 -10 w -10 -row -10 -IO
If If If
w 8
0
-20 -zo -20 -20 -20 -zo -20 -2a �
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
1028+00.00 1036+00.00 1044+00.00 1052+00.00
20 20 20 20 20 20 20 20
Q
F Z
W J
ro ro ro ro ro ro m m 2 Q 0
m m Ln C-4 U F
7 W F W �
z z z z OQ� (ALL
w o o w o o w o o w o 0 lL a Z Z O o
Ci �+' F W
0 0 0 o U U Z 2 W
< Z�= (A W
w w w w
LU O O 2 i
w -10 -low -10 -IO w -10 -low -10 -10 O d ci U) h
LL W O
F Lu
W °
O ¢
IL U
-20 -zo -20 -2° -20 -zo -20 -20 �
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 a
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
0
1026+00.00 1034+00.00 1042+00.00 1050+00.00 z
20 20 20 20 20 20 20 20 `z
^ 10 10 10 10 10 10 10 10 'Q
00 m o0 m �
a o a o Q
Q Q Q >
Z Z Z Z
H H H H ^
w w w w
0 o LL 0 o LL o o LL o 0 0
B O O O O B
F- I
> > > >
w -10 -row -10 --low -10 -row -10 -10 v
Wz
NOTES: ,
1. FOR ADDITIONAL INFORMATION
-20 -20 -20 -20 -20 -zo -20 20 SEE BEACH RENOURISHMENT o
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 C-300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
1024+00.00 1032+00.00 1040+00.00 1048+00.00 BASED ON MAY 2019 SURVEY
20 20 20 20 20 20 20 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.7 r o
1011, 10 10 10 10 10 10 10 W
LEGEND o
0 > > >
z z z z APPROXIMATE EXISTING
GROUND ""' „
w w w w
x o o x o 0 x o o x 0 0 �N CARO
PROPOSED
0 0 0 0 RENOURISHMENT \
A a a a a A 23487
o
Q
w w > w
LIMITS OF FILL
�����D� MP�� of
w-10 -row-10-IOw-10 -row-10 -10OtitiGINE�/t
10' 0' 10' 20' SEAL ,"Q�7+7f o0
-20 -zo -20 -20 -20 -20 -20 -2a SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-333 0
Sheet 62 of 65 Qi
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
FILL � � 38 (:Y/FT
Wz
EL 12.0
�
FILL � � 37 (:Y/FT
67
8
^ 21
EL 12.0
f �
EL 12.0
\ /
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
\
s9'
�
o�ui
s7'
ss'
60'
L 6.0
awz
MHW EL
L 6.0
o
L 6.0
70
'
MHW EL
+1.5
0
MHW EL
20�
20.
-
+1.5
0
o
-"
MLW EL
-2.3
-2.3
o
�
m�
�
m�
Wz
EL 12.0
�
FILL � � 37 (:Y/FT
FILL � � 33 (:Y/FT
67
EL 12.0
^ 21
EL 12.0
f �
EL 12.0
\ /
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
\
s8'
�
o�ui
s7'
ss'
60'
L fi.0
awz
MHW EL
L 6.0
o
L 6.0
70
'
MHW EL
+1.5
0
MHW EL
20�
4
-
+1.5
Z
o
-"
MLW EL
-2.3
-2.3
o
z �
m�
�
m�
Wz
EL 12.0
�
FILL � � 34 (:Y/FT
FILL � � 33 (:Y/FT
\ /1
EL 12.0
^ 21
EL 12.0
f �
EL 12.0
\ /
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
\
v
' s6'
�
o�ui
s7'
ss'
60'
L fi.0
awz
MHW EL
L 6.0
o
L 6.0
70
'
MHW EL
+1.5
0
MHW EL
20�
MHW EL
+1.5
Z
o
-"
� MLW ELI
MLW EL
-2.3
oz
�
m�
�
m�
Wz
EL 12.0
�
FILL ®� 40
FILL � � 33 (:Y/FT
\ /1
�
^ 21
EL 12.0
f �
EL 12.0
\ � w
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
\
61'
�
o�ui
s7'
ss'
60'
L 6.0
awz
MHW EL
L 6.0
o
L 6.0
L fi.0
'
- MHW EL
+1.5
0
MHW EL
20�
MHW EL
+1.5
Z
a
o
�
� MLW EL
MLW EL
-2.3
o
OX
m�
�
m�
Wz
EL 12.0
�
FILL ®� 40
Y/FT
\ /1
9•
L 6.0
f �
EL 12.0
\ � w
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
\
61'
�
o�ui
s7'
0 0
60'
L 6.0
awz
MHW EL
L 6.0
o
a
L fi.0
'
- MHW EL
+1.5
0
MHW EL
+1.5
MLW EL
-2.3
Z
0
o
�
� MLW EL
-2.3
ai
al
EL 12.0
�
FILL ®^ 41
Y/FT
\ /1
9•
L 6.0
f �
EL 12.0
\ /
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
\
61
�
o�ui
s7'
0 0
60'
L 6.0
awz
MHW EL
L 6.0
o
a
L fi.0
'
MHW EL
+1.5
0
MHW EL
+1.5
MLW EL
-2.3
Z
0
OX
¢
z �
� MLW EL
-2.3
ai
al
EL 12.0
�
FILL ®� 42
Y/FT
\ /1
\ /
s EL 12.0
L 6.0
f �
EL 12.0
\ /
22 EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
\
61'
�
o�ui
s7'
0 0
60'
L fi.0
awz
MHW EL
L 6.0
o
a
L fi.0
'
MHW EL
+1.5
0
MHW EL
+1.5
MLW EL
-2.3
Z
0
oz
�
� MLW EL
-2.3
\
EL 12.0
�
FILL ®� 42
Y/FT
/I
EL 12.0
L 6.0
f �
EL 12.0
\ /
22 EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
\
ss'
�
o�ui
s7'
0 0
60'
L 6.0
awz
MHW EL
L 6.0
o
a
L fi.0
'
MHW EL
+1.5
Z
MHW EL
+1.5
MHW EL
+1.5
Z
0
MLW EL
-2.3
� MLW EL
-2.3
o
z �
m� m�
\
EL 12.0
�
FILL � � 32 (:Y/FT
Y/FT
/\7
EL 12.0
L 6.0
f �
EL 12.0
S
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
ss'
�
o�ui
s7'
0 0
L 6.0
awz
MHW EL
L 6.0
o
a
2p)
'
MHW EL
+1.5
Z
MHW EL
+1.5
� MLW EL
-2.3
0
MLW EL
-2.3
MLW EL
-2.3
o
�
\
EL 12.0
�
FILL � � 35 CY/FT
Y/FT
\ � 2
s9'
L 6.0
f �
EL 12.0
0
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
X
�
o�ui
s7'
0 0
L 6.0
awz
MHW EL
L 6.0
o
a
2p)
'
MHW EL
+1.5
Z
MHW EL
+1.5
� MLW EL
-2.3
MLW EL
-2.3
o
¢
�
m� m�
\
EL 12.0
�
FILL � � 37 (:Y/FT
Y/FT
\ � 2
s9'
L 6.0
MHW EL
+1.5
0
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
X
�
o�ui
0 0
Wz
EL 12.0
�
FILL � � 39 (:Y/FT
Y/FT
\ � 2
' S2'
TL1,0
MHW EL
+1.5
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
60'
�
o�ui
0 0
L 6.0
awz
MHW EL
+1.5
o
a
2p)
'
MHW EL
+1.5
Z
� MLW EL
-2.3
X
�
m� m�
Wz
EL 12.0
�
L ®� 26
FIL7IK
Y/FT
/
/
' S2'
TL1,0
MHW EL
+1.5
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
' s2'
�
o�ui
0 0
L 6.0
awz
MHW EL
+1.5
o
a
2p)
'
MHW EL
+1.5
Z
MLW EL
-2.3
OX
�
I
EL 12.0
�
FILL ®� 2s
Y/FT
/
/
' S2'
TL1,0
MHW EL
+1.5
EL 12.0
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
' S2'
�
o�ui
0 0
L 6.0
awz
MHW EL
+1.5
o
a
2
'
- MHW EL
+1.5
Z
MLW EL
-2.3
X
�
I
EL 12.0
�
FILL ®� 27
Y/FT
/
/
' S2'
TL1,0
MHW EL
+1.5
' s3'
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
MLW EL
-2.3
LL
OX
�
o�ui
0 0
I
�
FILL ®� 29 (Y/FT
/
/
19 EL 12.0
1
�
' s3'
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
a¢
LL
�¢
L 6.0
o�ui
0 0
�c
AS
awz
MHW EL
+1.5
o
a
O
E
o
-
Z
� MLW EL
-2.3
oz
�
I
�
r �
a
�
� O
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
a¢
LL
�¢
z
o�ui
0 0
�c
AS
awz
_
o
a
O
E
1 21 3 4 5
1062+00.00 1070+00.00 1078+00.00 1086+00.00
20 20 20 20 20 20 20 20
^ 1U 10 Z 10 10 10 10 10 10
of c0 of c0
o o s n
Q Q Q Q
Z Z Z Z
D D
w w w w m 8
0 0 0 0 0 0 0 o g
z z z z
O O O O
> > > >
w -10 -row, -10 -10 w -10 -row -10 -10
z 8
0
-20 -20 -20 -20 -20 -20 -20 -20
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
1 oso+oo.o0 1 osa+oo.o0 1 o7s+oo.o0 1084+00.00
20 20 20 20 20 20 20 20
Q
F Z
Z J
W
10 ro ro ro ro ro m m 2 Q 0
m m U F
7 W F W f7
z z z z ZQO (ALL o
w w w w = F O
C v o o v o o v o o v o o C W a Z W o
w w w w W F>
0 0 0 o U U~ F s
< F= Z�= N W
w w w w
LU O O 2
w -10 ---low -10 -10 w -10 -10 w -10 -IO O d ci 0 U) a
J W O
F W
W
a °C
-20 -20 -20 -20 -20 -20 -20 -20 U
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 D
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v
0
c�
1058+00.00 1066+00.00 1074+00.00 1082+00.00 s
20 20 20 20 20 20 20 20 `?
m
^ 10 10 17 6
-0 10 10 10 10 10 10 ai
'Q
of c0 of c0 Q
0 o D o
Z Z Z Z
HH H H ^
w w w w
w 0 0 w 0 0 w 0iL
0 w 0 0
ti
B O O O O B
< I F
> > > >
W W W D
w -10 -101 -10 -10w -10 -10w -10 -10 Wz
AIn�C. v
NOTES: y
1. FOR ADDITIONAL INFORMATION
-20 -zo -20 -20 -20 -zo -20 2a SEE BEACH RENOURISHMENT of
TYPICAL SECTION ON SHEET
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 G- 300.
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
1056+00.00 1064+00.00 1072+00.00 1080+00.00 BASED ON MAY 2019 SURVEY
20 20 20 20 20 20 20 20 BY GEODYNAMICS AND w
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY. o
10 10 10 10 10 10 10 10 W
m m LEGEND o
0
z zz z APPROXIMATE EXISTING
GROUND "
w w w w
w o o w o 0 w o o w o 0 �N CARO
PROPOSED
0 0 0 0 RENOURISHMENT \
A a a a F- A z3 e
Q
w w w w
LIMITS OF FILL
�A���w-10 -tow-10-10w-10 -tow-10 -IO �p-OA,ti GINE„.
10' 0' 10' 20' SEAL
-20 -zo -20 -20 -20 -zo -20 -2a SCALE: 1"=10' VERTICAL Sheet o
-100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 -100 0 100 200 300 400 100' 0' 100' 200' Reference No. Q
DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
SCALE: 1"=100' HORIZONTAL C-334 0
Sheet 63 of 65 Qi
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
FILL � � 33 (:Y/FT
30'
47'
�
FILL � ti 31 (:Y/FT
/ �
27'
22
s
69
\ 44
+1.5
\
EL 12.0
h'
EL 12.0
oN�jq
MLW EL
-
-2.3
' 46'
6.0
z ¢
' 46'
o
¢
61'
6.0
aW z
MHW EL
+1.5
Z
6.0
2p
MHW EL
+1.5
o
oz
�
m� m�
MLW EL
-2.3
o
o
z �
zo
MLW EL
-2.3
-2.3
o
¢
z �
�
o
�
MLW EL
30'
47'
�
FILL � ti 31 (:Y/FT
FIL1. L ®� 20
/ 4
29
22
s
69
\ 44
+1.5
\r /
EL 12.0
h'
EL 12.0
oN�jq
MLW EL
-
-2.3
aa'
6.0
z ¢
' 46'
o
¢
61'
7p
aW z
MHW EL
+1.5
Z
6.0
Zp
MHW EL
+1.5
o
oz
�
m� m�
MLW EL
-2.3
0
o
z �
zo
MLW EL
MLW EL
-2.3
30'
47'
�
FILL � � 29 (:Y/FT
FIL1. L ®� 20
�
2
22
s
69
\ 44
+1.5
\r /
EL 12.0
h'
EL 12.0
oN�jq
MLW EL
-
-2.3
' 49
6.0
z ¢
' 46'
o
¢
61'
7p
aW z
MHW EL
+1.5
Z
6.0
1��,
MHW EL
+1.5
o
oz
�
m� m�
MLW EL
-2.3
0
oz
¢
zo
MLW EL
MLW EL
-2.3
30'
47'
�
FILL � � 27 (:Y/FT
FIL1. L ®� 20
Y/FT
r
EL 12.0
22
s
69
\ 44
+1.5
MH EL
sr
h'
EL 12.0
oN�jq
MLW EL
-
-2.3
' 4s'
6.0
z ¢
' 46'
o
¢
61'
7p
aW z
MHW EL
+1.5
Z
6.0
z0�
� MLW EL
-2.3
o
oz
�
m� m�
MHW EL
+1.5
0
30'
47'
�
FILL ®� 24
FIL1. L ®� 20
Y/FT
»\ 30'
22
s
69
\ 44
+1.5
MH EL
o
h'
EL 12.0
oN�jq
MLW EL
-
-2.3
' 4s'
X
¢
z ¢
' 46'
o
¢
61'
6.0
aW z
_ o
6.0
J`
6.0
z0�
MHW EL
+1.5
o
MHW EL
2p,
MHW EL
+1.5
0
Z
o
a
zo
MLW EL
MLW EL
-2.3
0
oz
�
o
�
MLW EL
-2.3
za
30'
47'
�
FILL ®� 24
Y/FT
\ 30'
EL 12.0
22
s
69
\ 44
+1.5
MH EL
o
� O
'�
U I
EL 12.0
oN�jq
MLW EL
-
-2.3
' 4s'
X
¢
z ¢
' 4s'
o
¢
61'
6.0
aW z
_ o
6.0
J`
fi.0
z0�
MHW EL
+1.5
o
MHW EL
2p,
MLW EL
_
-2.3
a
Z
o
a
zo
MLW EL
-2.3
30'
47'
�
FILL � � 24 (:Y/FT
FILL ®� 26
Y/FT
\ 1
22
s
69
\ 44
+1.5
MH EL
o
� O
'�
U I
EL 12.0
oN�jq
MLW EL
-
-2.3
i
X
¢
z ¢
' 4s'
o
¢
61'
�c
AS
aW z
_ o
6.0
J`
fi.0
L 6.0
MHW EL
2p,
MHW EL
+1.5
a
Z
o
L 6.0
zo
MLW EL
-2.3
0
�
o
�
MLW EL
-2.3
za
X
z �
m� m�
MLW EL
-2.3
30'
47'
�
FILL � � 24 (:Y/FT
FILL ®� 30
Y/FT
\ �
22
s
69
\ 44
+1.5
MH EL
o
� O
'�
U I
EL 12.0
oN�jq
MLW EL
-
-2.3
i
X
¢
z ¢
�./5'
o
¢
61'
�c
AS
aW z
_ o
6.0
J`
fi.0
L 6.0
MHW EL
2p,
MHW EL
+1.5
a
Z
o
L 6.0
zo
MLW EL
-2.3
Z
o
�
o
�
� MLW EL
-2.3
za
X
z �
m� m�
MLW EL
-2.3
30'
47'
�
FILL � � 24 (:Y/FT
�
Y/FT
s6'
fi.0
s
69
\ 44
+1.5
MH EL
o
� O
'�
U I
0
oN�jq
MLW EL
-
-2.3
i
X
¢
z ¢
s9'
o
¢
61'
�c
AS
aW z
_ o
6.0
J`
fi.0
L 6.0
MHW EL
?p
MHW EL
+1.5
a
Z
o
L 6.0
zo
MLW EL
-2.3
X
�
o
�
MHW EL
30'
47'
�
FILL � � 19 CY/FT
�
Y/FT
s6'
fi.0
s
69
\ 44
+1.5
MH EL
o
� O
'�
U I
0
oN�jq
MLW EL
-
-2.3
�¢
X
¢
z ¢
s9'
o
¢
ss'
�c
AS
aW z
_ o
6.0
J`
fi.0
E
MHW EL
+1.5
MHW EL
+1.5
Z
o
L 6.0
zo
� MLW EL
-2.3
MLW EL
-2.3
o
�
MHW EL
+1.5
za
30'
47'
�
FILL t1 � 16 (:Y/FT
FILL ®� 40
Y/FT
s6'
fi.0
s
69
MHW EL
+1.5
MH EL
o
� O
'�
U I
0
oN�jq
MLW EL
-
-2.3
�¢
X
¢
z ¢
\ �
47'
�
FILL t1 � 15 (:Y/FT
FILL ®� 40
Y/FT
s
69
L 6.0
2p.
MH EL
+1.5
� O
'�
U I
0
oN�jq
OZ
a¢
LL
�¢
MLW EL
-2.3
-
o
¢
ss'
�c
AS
aW z
_ o
a
J`
fi.0
E
66'
MHW EL
+1.5
Z
o
L 6.0
� MLW EL
-2.3
X �
20.
MHW EL
\ �
47'
�
FILL ®� 40
Y/FT
s
69
L 6.0
2p.
MH EL
+1.5
� O
'�
U I
0
oN�jq
OZ
a¢
LL
�¢
MLW EL
-2.3
-
o
¢
�
�c
AS
aW z
_ o
a
\ �
4s'
�
FILL ®� 42
Y/FT
s
69'
L fi.0
2p.
MHW EL
+1.5
� O
'�
U I
-
o
oN�jq
OZ
a¢
LL
�¢
`MLW EL
-2.3
-
X
�
�c
AS
aW z
_ o
a
\ �
22'
�
FILL ®� 37
Y/FT
s
� 64'
L 6.0
2p,
MHW EL
+1.5
� O
'�
U I
Z
oN�jq
OZ
a¢
LL
�¢
� MLW EL
V / �
33,
o
�
�c
AS
aW z
_ o
a
J`
E
66'
L 6.0
20.
MHW EL
+1.5
za
MLW EL
-2.3
o
¢
�
\ �
22'
�
FILL ®� 30
Y/FT
s
� 64'
L 6.0
2p,
MHW EL
+1.5
� O
'�
U I
Z
oN�jq
OZ
a¢
LL
�¢
� MLW EL
-2.3
o
�
�c
AS
aW z
_ o
a
I
�
a �
� O
'�
U I
2
U
m
p2U
111U -
Q Z
3m�
oN�jq
OZ
a¢
LL
�¢
OZ
o�ui
0 0
�c
AS
aW z
_ o
a
O
E
71'
49�
1
FILL � � 37 (:Y/FT
2
71
EL 6.5
2
3
4 5
+1.5
MHW EL
+1.5
MHW EL
-
0
oN�jq
` MLW EL
-2.3
��z
�¢
� MLW EL
a
o
-2.3
�
X
1094+00.00
�
o
`o
1102+00.00
E
2p
MHW EL +1.5
20
MLW EL -2.3
20 20
20
L
.5
FILL @ 29(:Y/FT
MHW EL
+1.5
MLW EL
-2.3
OX
�
^ 10
10 Z 10
10
\ 96'
Q
7777
EL 6.5777
Q
s n
Z
MHW EL +1.5
Z
D
m
w 0
w
0 0
0
8
MLW EL -2.3
Z
O
F
w
-
_
Z
O
F
w
1-10-
--low -10
-10
z
-20
-zo -20
-20
a
-100
0
100 200
300 400
-100
0
100 200
300 400
-
DISTANCE (FEET)
DISTANCE (FEET)
1092+00.00
1100+00.00
20
20 20
20
FILL � � 33 (:Y/FT
Q
F Z
z J
Lu O
(A
ro
ro� ro
ro
2 Q
O
°
(A U
�77a
¢
7wF
W f7
z
z
OQm
z O
(ALL
C
w o
0 w o
0
C
w a z
W O
z
zU
F
Ly
F
m
O
O
Z' z
2 W
o
7
(A W
g
a
w
¢
w
O
F, 2
s
O a U
7 N
w -10
-row -T0
-10
O
LL W
F
W
°
fA F-
O m
0
N
IL Q
U
-20
-20 -20L:L
-20
w
-100
0
100 200
300 400
-100
0
100 200
300 400
DISTANCE (FEET)
DISTANCE (FEET)
v
0
c�
1090+00.00
1098+00.00
20
20 20
20
Q
^ 10
10 10
10
'Q
00
m
g
Q
a
Z
Z
H
H
w
W 0
w
0 W 0
0
O
B
O
O
B
F
<
>
F-
>
W -70
-10 W -70
1-10
AIn�C.
NOTES'
v
0
y
1. FOR ADDITIONAL INFORMATION
11
wzz
SEE BEACH RENOURISHMENT
-20
-20 -20
-20
TYPICAL SECTION ON SHEET
o
-100
0
100 200
300 400
-100
0
100 200
300 400
C-300.
DISTANCE (FEET)
DISTANCE (FEET)
2. EXISTING GROUND SHOWN IS
1088+00.00
1096+00.00
BASED ON MAY 2019 SURVEY
20
20 20
20
BY GEODYNAMICS AND
°i
REPRESENTS THE APPROXIMATE
CONDITIONS AT THE TIME OF
THE SURVEY.
o
ro
ro ro
ro
m
LEGEND
y
D
o
z z APPROXIMATE EXISTING10
GROUND
""' „
�CARO ...�
0
0 0
0
W
W�
PROPOSED
(�
z
o
RENOURISHMENT
AL �'
Q
A
A
23487
LIMITS OF FILL
®
v +
tiNG
o
w-10
-tow-10
-10
'•,��.y I N:✓fy�:���
0*
V
'IV
��
10' 0' 10' 20'
SEAL Y
SCALE: 1"=10' VERTICAL
-20
-z0 -20
-20
Sheet
o
-100
0
100 200
300 400
-100
0
100 200
300 400
100' 0' 100' 200'
Reference No.
Q
DISTANCE (FEET)
DISTANCE (FEET)
C-335
SCALE: 1"=100' HORIZONTAL
0
Sheet 64 of 65
T
1
2
3
4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
71'
49�
�
FILL � � 37 (:Y/FT
it
71
EL 6.5
2
�
MHW EL
+1.5
MHW EL
+1.5
MHW EL
-
0
oN�jq
` MLW EL
-2.3
��z
�¢
� MLW EL
a
o
-2.3
�
I � 48
49�
�
FILL � � 37 (:Y/FT
FILL � � 35 (:Y/FT
FILL ®� 24
69'
L 6.0
2p.
.r.
69'
L 6.0
2p
�
MHW EL
+1.5
MHW EL
-
0
oN�jq
MLW EL
-2.3
��z
�¢
� MLW EL
-2.3
o
-2.3
�
X
6.5
�
I � 48
/1
1
�
FILL � � 37 (:Y/FT
FILL ®� 24 Y/FT
FILL ®� 24
69'
L 6.0
2p.
E
MHW EL
+1.5
.5
+1.5
MHW EL
+1.5
oN�jq
MLW EL
-2.3
��z
�¢
MLW EL
a
- MLW EL
-2.3
79'
1
V
/1
1
�
FILL ®� 24 Y/FT
FILL ®� 24
Y/FT
as
E
68'
L
.5
+1.5
MHW EL
+1.5
oN�jq
-
o
1
��z
�¢
MLW EL
-2.3
- MLW EL
-2.3
79'
X
6.5
�
o
`o
a
E
2p
MHW EL +1.5
MLW EL -2.3
L
.5
MHW EL
+1.5
MLW EL
-2.3
OX
�
1
V
/1
1
�
FILL ®� 24 Y/FT
FILL ®� 27
Y/FT
as
E
68'
L
.5
+1.5
MHW EL
+1.5
oN�jq
-
o
1
��z
�¢
MLW EL
-2.3
- MLW EL
-2.3
79'
X
6.5
�
o
`o
a
E
I
�
FILL ®� 24 Y/FT
Y/FT
as
E
6.5
\ f\
+1.5
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
OZ
a¢
1
��z
�¢
MLW EL
-2.3
0 0
\
79'
EL
6.5
_
o
`o
a
E
2p
MHW EL +1.5
MLW EL -2.3
I
�
FILL ®� 27
Y/FT
as
E
6.5
MHW EL
+1.5
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
OZ
a¢
o �
v
��z
�¢
MLW EL
-2.3
0 0
a
�c
AS
aW z
_
I
�
a �
� O
U I
2
U
m
p 2 U
111U -
Q Z
3m�
oN�jq
OZ
a¢
o �
v
��z
�¢
z
o�ui
0 0
�c
AS
aW z
_
o
`o
a
E
o�
U�
EAST
EAST
SOUTH
9'top of dune toround X de to to -
to top of wall l
14` ti 5' depthlo top of wall
6' d h to top of wall
40' 1±.
ST'
— y
Y
NORTH
NOTE:
CONTRACTOR TO FILL AND PLANT THIS AREA BEHIND EXISTING RETAINING
WALL TO MATCH THE PROPOSED DUNE DESIGN WITH APPROXIMATELY 75 CY
TO 100 CY OF FILL.
C1 IRON STEAMER WEST FILL
C-124 NOT TO SCALE
SOUTH
NORTH
NOTE:
CONTRACTOR TO FILL AND PLANT THIS AREA BEHIND EXISTING RETAINING
WALL TO MATCH THE PROPOSED DUNE DESIGN WITH APPROXIMATELY 75 CY
TO 100 CY OF FILL.
Al IRON STEAMER EAST FILL
C-124 NOT TO SCALE
WEST
WEST
¢
F Z
s
Z J
Lu
J
= Q
Ln U
F
N
m
Lu
O c
r -n
m
O
WU �
Z � j
W
Z
WOO
Z
�¢
U
0 (L
W
N
LLLu
W
0 0
N
O ¢
<<
IL ¢
U
O
aEo
E
I
s
�
r
a
�
.£
r -n
O
oM
U
U
p . U
1 U-
3m�Q Z
oN q
oz
Q¢
p
G
Z
�¢
z
���
�0
0 0
N
L
U
<<
,AC
AS
O
aEo
_ O
a
O
E
A 23487
o
oo�;°;
SEAL • •"Q/Z%f I9
Sheet o
Reference No.
Q
s
C-501
Sheet 65 of 65 8
5 1.
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
11 2 1 3 1 4 1 5
D D
a�
s
0
Z
Z J
Lu w
O
Z_
U J W
Fr N W
Z ¢ O m F
C C LU 0. ZF o
m O Z o
U Ly w z U a
Z 'O 7 7m o
Y
O(L ZO v
'i w O
Lu U
~ o
a U
ro
v
0
s
m
Q
0
i
0
0
B B
ro
a
wz
i
0
Oii
o 0
N
w
WF E
a
v�
Owz
AM m
0
m
lo
0
J'*\'CARO""
A A ' ¢+z3 e
o :�ciNEEi c
MP
�- o
SEAL
•O�Z7f 19 O
Sheet o
Reference No.
Q
C-601
Sheet 56 of 66
1 2 3 4 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
BERM WORK POINT TABLE
DUNE WORK
POINT TABLE
WORK POINT
ELEVATION
NORTHING
FASTING
1000
10.00
330983.25
2573534.68
1001
10.00
331053.53
2573798.25
1002
10.00
331340.29
2574317.86
1003
10.00
332089.35
2576074.81
1004
10.30
332733.11
2577597.52
1005
12.00
332966.74
2578226.07
1006
12.00
333006.27
2578318.06
1007
12.00
333563.73
2579817.81
1008
12.00
333593.89
2579913.29
1009
12.00
333652.43
2580070.79
1010
13.00
334091.47
2581359.14
1011
13.00
334586.38
2582759.90
1012
13.00
334984.24
2583971.83
1013
13.00
335058.22
2584168.02
1014
13.00
335150.41
2584452.98
1015
13.00
335190.70
2584545.04
1016
13.00
335621.78
2585877.55
1017
13.00
335664.00
2586073.04
1018
13.00
335770.13
2586401.08
1019
13.00
336161.48
2587690.30
1020
13.00
336535.35
2588838.90
1021
13.00
336561.59
2588935.66
1022
12.00
336959.92
2590277.34
1023
12.00
336990.85
2590371.96
1024
12.00
337016.86
2590462.06
1025
10.00
337167.68
2590942.82
1026
10.00
337188.08
2591041.22
1027
12.00
337434.96
2591828.16
1028
12.00
337540.27
2592187.94
1029
12.00
337601.32
2592378.65
1030
12.00
337758.89
2592916.91
1031
12.00
337802.59
2593049.10
1032
12.00
338008.39
2593720.13
1033
12.00
338197.33
2594369.03
1034
12.64
338366.27
2594967.36
1035
13.00
338398.25
2595062.22
1036
13.00
338617.74
2595831.49
1037
13.65
338682.65
2596020.66
1038
14.00
339124.32
2597553.58
1039
14.00
339341.84
2598329.64
1040
14.00
339354.39
2598429.97
1041
13.00
339550.25
2599128.76
1042
12.00
339841.01
2600208.59
1043
12.00
340094.59
2601257.31
1044
12.00
340160.03
2601568.59
1045
12.00
340281.34
2602011.27
1046
12.38
340495.22
2602864.25
1047
14.00
340753.48
2603931.95
1048
14.00
341155.97
2605551.25
1049
14.00
341394.98
2606545.84
1050
13.00
341550.66
2607186.23
1051
13.00
341939.26
2608810.20
1052
13.00
341979.38
2609005.92
1053
13.00
342111.68
2609621.80
1054
13.00
342275.23
2610360.65
1055
13.00
342560.17
2611696.79
1056
13.00
342681.64
2612332.99
BERM WORK POINT TABLE
DUNE WORK
POINT TABLE
WORK POINT ELEVATION
NORTHING
FASTING
1057
13.00
330668.51
342681.87
2612334.31
1081
13.00
2573255.49
347250.63
2634456.26
1082
13.00
2003
347696.53
2636823.80
1086
13.00
6.00
348560.07
2641745.32
1087
13.00
332013.13
348720.42
2642561.11
1088
13.00
2577634.37
348791.34
2642921.58
1089
13.00
2008
348868.64
2643314.52
1090
13.00
6.00
348943.29
2643750.13
1091
12.00
333465.44
349103.68
2644695.54
1092
12.00
2579913.64
349305.76
2645978.60
1093
12.00
2013
349422.70
2646669.41
1094
12.00
6.00
349452.68
2646866.48
1095
12.00
334893.46
349565.44
2647574.68
1096
13.00
2584174.07
349668.69
2648249.83
1097
13.00
2018
349753.80
2648835.06
1098
13.00
6.00
349847.79
2649436.32
1099
13.00
335585.58
349886.00
2649632.92
1100
13.00
2586431.43
349957.68
2650134.14
1101
13.00
2023
350042.62
2650620.66
1102
13.00
6.00
350153.70
2651359.83
1103
13.00
336854.50
350304.42
2652502.93
1104
13.00
2590372.57
350362.87
2652948.23
1105
13.00
2028
350399.29
2653075.04
1106
13.00
6.50
350448.44
2653590.76
1107
12.75
337339.31
350476.09
2653839.00
1108
12.00
2592191.37
350525.82
2654056.57
1109
12.00
2033
350583.78
2654367.63
1110
12.00
6.00
350691.64
2655068.95
1111
12.00
338091.56
350777.13
2655750.85
1112
12.00
2595464.11
350806.61
2655977.95
1113
12.00
2038
350864.55
2656300.61
1114
12.00
6.00
350968.46
2657140.54
1115
12.00
339444.30
351156.87
2658527.79
1116
12.00
2599302.76
351290.61
2659566.43
1117
12.00
2043
351435.14
2660988.61
1118
12.00
6.00
351548.38
2662199.26
1119
12.00
339975.25
351716.51
2663686.25
1120
12.00
2601590.79
351761.80
2664094.96
1121
12.00
2048
351836.92
2664789.70
1122
12.00
6.00
351869.73
2665091.52
1123
13.00
340646.65
351955.28
2666074.75
1124
13.00
2605577.79
352054.52
2667018.35
1125
13.00
2053
352162.96
2668453.10
1126
13.00
6.00
352226.33
2669351.11
1127
13.00
341826.07
352297.35
2670468.96
1128
12.65
2609011.43
352345.34
2671151.67
1129
12.00
2058
352401.32
2673147.78
1130
12.00
6.00
352420.54
2673679.17
1131
12.00
342572.47
352499.64
2676143.56
1132
10.00
2613081.29
352554.57
2677133.47
1133
10.00
2063
352495.95
2678296.44
1134
10.00
6.00
352507.81
2679061.46
1135
10.00
343268.57
352507.53
2679074.58
BERM WORK POINT TABLE
BERM WORK
POINT TABLE
WORK POINT ELEVATION
NORTHING
FASTING
2000
6.50
330668.51
2572674.42
2001
6.50
330760.76
2573255.49
2002
6.00
330924.73
2573840.95
2003
6.00
331221.53
2574379.32
2004
6.00
331520.16
2574968.25
2005
6.00
332013.13
2576107.28
2006
6.00
332640.14
2577634.37
2007
6.00
332719.89
2577784.40
2008
6.00
332882.51
2578221.89
2009
6.00
332907.98
2578319.11
2010
6.00
333465.44
2579818.86
2011
6.00
333497.47
2579913.64
2012
6.00
333567.18
2580101.20
2013
6.00
334001.09
2581389.99
2014
6.00
334496.27
2582791.58
2015
6.00
334893.46
2584001.49
2016
6.00
334944.04
2584174.07
2017
6.00
335048.45
2584454.56
2018
6.00
335084.00
2584548.22
2019
6.00
335514.89
2585880.13
2020
6.00
335585.58
2586119.56
2021
6.00
335674.84
2586431.43
2022
6.00
336065.98
2587719.97
2023
6.00
336430.90
2588841.08
2024
6.00
336452.34
2588939.27
2025
6.00
336854.50
2590279.83
2026
6.00
336891.50
2590372.57
2027
6.00
336925.84
2590488.76
2028
6.50
337067.51
2590946.24
2029
6.50
337087.53
2591044.72
2030
6.39
337339.31
2591857.78
2031
6.00
337440.15
2592191.37
2032
6.00
337502.91
2592381.63
2033
6.00
337672.34
2592942.05
2034
6.00
337708.43
2593050.77
2035
6.00
338091.56
2594399.25
2036
6.00
338402.62
2595464.11
2037
6.00
339013.76
2597585.22
2038
6.00
339248.87
2598434.14
2039
6.00
339270.74
2598531.84
2040
6.00
339444.30
2599158.51
2041
6.00
339484.53
2599302.76
2042
6.00
339516.22
2599397.74
2043
6.00
339749.15
2600232.84
2044
6.00
339962.15
2601140.96
2045
6.00
339975.25
2601240.60
2046
6.00
340057.39
2601590.79
2047
6.00
340176.43
2602024.52
2048
6.00
340398.13
2602888.19
2049
6.00
340556.69
2603578.53
2050
6.00
340646.65
2603957.88
2051
6.00
341049.22
2605577.79
2052
6.00
341279.72
2606490.03
2053
6.00
341429.30
2607130.96
2054
6.00
341636.15
2608040.18
2055
6.00
341826.07
2608816.68
2056
6.00
341869.15
2609011.43
2057
6.00
342008.99
2609643.70
2058
6.00
342252.32
2610780.63
2059
6.00
342452.43
2611718.96
2060
6.00
342572.47
2612337.75
2061
6.00
342731.99
2613081.29
2062
6.00
342857.07
2613681.54
2063
6.00
342988.18
2614260.79
2064
6.00
343136.98
2614929.14
2065
6.00
343268.57
2615557.96
2066
6.00
343405.68
2616212.91
2067
6.00
343562.79
2616962.84
2068
6.00
343909.80
2618634.69
2069
6.00
344258.14
2620312.92
BERM WORK POINT TABLE
WORK POINT ELEVATION
NORTHING
FASTING
2070 6.00
344470.47
2621321.05
2071 6.50
344877.99
2623255.65
2072 6.00
345099.73
2624455.63
2073 6.00
345487.58
2626322.16
2074 6.00
345737.82
2627558.33
2075 6.00
345932.20
2628464.86
2076 6.00
346128.84
2629379.39
2077 6.00
346363.43
2630581.85
2078 6.00
346709.22
2632215.81
2079 6.00
346844.56
2632960.95
2080 6.00
346898.86
2633303.52
2081 6.00
347138.00
2634480.36
2082 6.00
347254.91
2635181.39
2083 6.00
347474.49
2636347.25
2084 6.00
347589.48
2636874.57
2085 6.00
348436.45
2641557.90
2086 6.00
348463.89
2641769.26
2087 6.00
348626.63
2642592.64
2088 6.00
348727.71
2643124.65
2089 6.00
348846.83
2643767.43
2090 6.00
349036.43
2644956.72
2091 6.00
349099.54
2645293.13
2092 6.00
349317.05
2646673.90
2093 6.50
349476.52
2647588.58
2094 6.50
349573.18
2648255.18
2095 6.50
349659.88
2648849.35
2096 6.50
349760.00
2649440.37
2097 6.50
349868.76
2650148.06
2098 6.50
349941.82
2650626.71
2099 6.50
350043.57
2651369.70
2100 6.50
350195.41
2652409.46
2101 6.50
350190.23
2652573.84
2102 6.50
350226.84
2652916.41
2103 6.50
350308.14
2653098.84
2104 6.50
350377.13
2653822.72
2105 6.18
350436.83
2654075.64
2106 6.00
350492.77
2654373.80
2107 6.00
350601.69
2655082.79
2108 6.00
350716.37
2655989.67
2109 6.00
350774.48
2656313.63
2110 6.00
350877.47
2657146.70
2111 6.00
351063.78
2658534.13
2112 6.00
351093.10
2658732.14
2113 6.00
351196.85
2659578.43
2114 6.00
351344.61
2660997.80
2115 6.00
351413.20
2661715.26
2116 6.00
351460.27
2662207.54
2117 6.00
351621.06
2663696.50
2118 6.00
351683.44
2664099.11
2119 6.00
351755.51
2664798.53
2120 6.48
351772.60
2665097.31
2121 6.50
351810.26
2665493.63
2122 6.50
351863.56
2666082.04
2123 6.50
351962.97
2667027.52
2124 6.00
352083.25
2668459.06
2125 6.00
352130.57
2669357.75
2126 6.00
352259.25
2671156.60
2127 6.00
352288.76
2672143.70
2128 6.00
352310.78
2673150.38
2129 6.00
352336.18
2673874.18
2130 6.00
352369.93
2674677.85
2131 6.00
352389.69
2675273.10
2132 6.00
352422.92
2676123.18
2133 6.00
352479.51
2677136.12
2134 6.00
352407.00
2678293.60
2135 6.50
352429.79
2679769.42
2136 6.50
352439.64
2680024.82
2137 6.50
352493.71
2680262.9300
r�
� O
U �
x
U
m
O = U_
InU~
Q Z
3m�
oN� i
oz
z
04
U
0 o�
a
-lot
C
WY
�
`o
d
E