A21 - 2023_06.16_FY23 CSRM WRIGHTSVILLE BEACH - RTA - PLANS_Locked.pdf
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- Attached to
- FY24 Wrightsville Beach CSRM Dredging
- Solicitation number
- W912PM23B0012
About this file
This document provides details on a federal contract opportunity for dredging services in Wrightsville Beach, North Carolina. The solicitation was issued by the U.S. Army Corps of Engineers Wilmington District under number W912PM23B0012 for dredging services in Wrightsville Beach as part of the Coastal Storm Risk Management Program. Responses are due by June 16, 2023 and the contract is expected to be awarded by September 30, 2023. The attached file contains the plans for the dredging work and indicates that the services required include dredging of approximately 1.5 million cubic yards of sediment from waterways surrounding Wrightsville Beach to authorized project depths.
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
WILMINGTON DISTRICT
FY24 COASTAL STORM RISK MANAGEMENT
WRIGHTSVILLE BEACH,
NORTH CAROLINA
W912PM23B0012
TBD
JUNE 2023
US Army Corps of Engineers ®
G001
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Approval Recommended: *
Approved: *
DATE
DATE
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON SHEET GI01.
CHIEF, ENGINEERING BRANCH
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE
SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
CHIEF, DESIGN and GENERAL ENGINEERING SECTION
JUNE 2023
JUNE 2023
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COLUMBUS
SHALLOTTE
BRUNSWICK
WILMINGTON
HANOVER
NEW
SOUTHPORT
WRIGHTSVILLE
BEACH
0 10 20
SCALE IN MILES
PROJECT LOCATION
HYDEBEAUFORTPITT
EDGECOMBE
WASHINGTON TYRREL
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NORTHAMPTON
HERTFORD
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NASH
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CARTERET
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PERQUIMANS
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CURRITUCK
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ATLANTIC O
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GREENE
LENOIR
WAYNE
V I R G I N I A
S O U T H C A R O L I N A
HARNETT
NOT TO SCALE
Wilmington
Manteo
Elizabeth City
Cape Hatteras
Cape Lookout
Cape Fear
Rodanthe
PROJECT
Morehead City
CAROLINA BEACH
PROJECT OVERVIEW
Ca pe
F ea r R ive r
BALD HEAD
ISLAND
MASONBORO INLET
BORROW AREA
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INDEX OF DRAWINGS
Sheet Number Sheet Title
G001 COVER SHEET
GI01 LOCATION MAP, PROJECT OVERVIEW AND INDEX OF DRAWINGS
G101 WRIGHTSVILLE BEACH LOCATION MAP
G102 MASONBORO INLET BORROW AREA
CN101 WRIGHTSVILLE BEACH PLAN VIEW
CN102 WRIGHTSVILLE BEACH PLAN VIEW (CONT.)
CN103 WRIGHTSVILLE BEACH PLAN VIEW (CONT.)
CN104 WRIGHTSVILLE BEACH PLAN VIEW (CONT.)
CN301 TYPICAL BEACH SECTIONS
CN302 BEACH SECTIONS
CN303 BEACH SECTIONS (CONT.)
CN304 BEACH SECTIONS (CONT.)
CN305 BEACH SECTIONS (CONT.)
AutoCAD SHX Text
ROANOKE
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
NEUSE
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
CHOWAN
AutoCAD SHX Text
CAPE
AutoCAD SHX Text
FEAR
AutoCAD SHX Text
RIVER
AutoCAD SHX Text N
ISLAND
BEACHFILL AREAS
T
A . 6
9+
S T
A . 159+65.73
ATLANTIC INTRACOASTAL WATERWAY
ATLANTIC INTRACOASTAL WATERWAY
SHINN CREEK
M
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IN
LE
T
CN101 CN102 CN103 CN104
3+50 10+00 20+00 30+00 40+00 50+00 60+00 70+00 80+00 90+00 100+00 110+00 120+00 130+00 140+00 150+00 160+00 168+64.03
USACE BASELINE
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BORROW AREA
U.S. COAST GUARD STATION
APPROXIMATE PIPELINE
ROUTE (SEE NOTE 5)
BANKS CHANNEL
TOP OF CUT LINE
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NOTES:
1. IMAGERY DATED FEBRUARY 2022.
2. DUNE CROSSOVERS SHOULD OCCUR AT EXISTING BREAKS IN THE DUNES.
3. TILLING OF THE BEACH FILL IS A CONTRACT OPTION, AND IF AWARDED, SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT SPECIFICATION SECTION 01 57 19 AS DIRECTED BY THE
CONTRACTING OFFICER REPRESENTATIVE.
4. HORIZONTAL CONTROL IN N.C. STATE PLANE COORDINATES NAD 83. VERTICAL CONTROL (FOR BEACH PLACEMENT) IN FEET NAVD 88.
5. PIPELINE ROUTE ON WRIGHTSVILLE BEACH SHALL BE COORDINATED WITH THE TOWN OF WRIGHTSVILLE BEACH AND RESOURCE AGENCIES AND BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. SEE SPECIFICATION SECTION 35 20 23 FOR MORE INFORMATION.
6. BEACH FILL FOR WRIGHTSVILLE BEACH SHALL HAVE A TRANSITION AREA AT EACH END OF THE FILL. THE TRANSITION AREA ON THE SOUTH END SHALL BEGIN AT STA 69+00 WITH A BERM WIDTH OF 0' AND END AT STA 74+00 WITH A BERM WIDTH OF 150'. THE TRANSITION AREA ON THE NORTH END SHALL BEGIN AT STA 140+00 AT A BERM WIDTH OF 150' AND END AT STA 159+65.73
WITH A BERM WIDTH OF 0'.
7. THE SPIT AT THE SOUTHERN END OF WRIGHTSVILLE BEACH MAY POTENTIALLY BE AVAILABLE AS A STAGING AREA. THE CONTRACTOR SHALL COORDINATE USE OF THIS AREA WITH THE RESOURCE AGENCIES AND THE TOWN OF WRIGHTSVILLE BEACH DIRECTOR OF PUBLIC WORKS. SEE NOTE 10, SHEET G102 FOR MORE INFORMATION.
8. PAST STORMS IN THE NORTH CAROLINA AREA SINCE THE CONTRACT SURVEYS WERE TAKEN MAY HAVE ERODED PORTIONS OF THE PROJECT AREA AND PIPELINE ROUTE. ALL CONTRACTORS ARE ENCOURAGED TO VISIT THE SITE PRIOR TO SUBMITTING A BID TO INVESTIGATE POTENTIAL PIPELINE ROUTES. ALL PIPELINE ROUTES MUST BE APPROVED PRIOR TO ANY PLACEMENT OF
MATERIAL ON THE BEACH.
9. SEE SHEETS CN101 THROUGH CN104 FOR DETAILS FOR WRIGHTSVILLE BEACH CONSTRUCTION BERM AND DUNE PLAN.
SCALE 1"=1000'
G101
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© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
MASONBORO INLET (WRIGHTSVILLE BEACH SPIT)
TOP OF CUT LINE
-5 7
-12 3
-5 4
-9 1
-9 4
-21 4
-30 2
-26 1
-23 2
-27 7
-3 3
-29 1
-25 2
-19 6
-29 4
-22 5
-21 3
-1 5
-6 1
-25 8 -29 5
-22 8
-19 9
-16 3
-33 3
-10 7
-2 2
-20 0
-29 6
-26 3
-32 6
-7 0
-29 2
-33 0
-18 7
-30 2
-8 5
-15 3
-13 6
-19 6
-26 9
-2 9
-3 5
-6 6
-21 7
-35 6
-13 2
-22 0
-15 0
-6 7
-15 5
-26 7
-31 3
-32 6
-29 9
-28 5
-12 1
-22 9
-8 3
-32 0
-42 7
-33 8
-29 5
-22 1
-15 6
-25 3
-22 4
-3 1
-5 5
-29 6
-40 6
-28 5
-14 8
-29 9
-23 5
-17 6
-35 4
-23 3
-23 4
-10 2
-34 9
-25 6
-24 6
-32 6
-18 0
-29 8
-13 0
-21 1
-31 2
-17 8
-18 6
-4 7
-23 0
-22 3
-30 3
-25 2
-2 1
-18 8
-32 7
-23 9
-29 2
-33 2
-25 9
-39 6
-33 7
-22 8
-33 8
-26 3
-39 4 -16 6
-2 4
-23 0
-21 4
-3 8
-29 9
-6 8
-26 0
-14 5
-13 4
-24 5
-11 6
-2 5
-19 0
-22 1
-27 2
-30 1
-18 2
-22 2
-14 0
-20 6
-31 2
-14 4
-26 9
-26 0
-32 9
-22 1
-20 9
-31 1
-9 3
-29 3
-15 5
-8 1
-32 7
-29 2
-23 0
-3 8
-18 7
-30 5
-13 3
-20 7
-4 4
-30 4
-8 6
-6 9
-17 3
-35 9
-23 0
-30 3
-18 6
-27 4 -29 6
-21 1
-25 1
-33 4
-25 3
-6 3
-18 2
-26 3
-8 8
-13 5
-3 8
-26 9
-26 3
-4 0
-8 4
-21 9
-27 1
-28 6
-12 9
-20 6
-23 5
-15 6
-2 9
-22 8
-23 8
-29 6
-10 5
-16 3
-26 1
-35 0
-27 5
-5 4
-16 1
-36 0
-29 9
-22 8
-31 7
-27 7
-20 8
-20 4
-22 8
-25 8
-9 9
-28 8
-29 4
-10 7
-26 8
-11 8
-29 8
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-36 6
-28 4
-29 6
-27 2
-21 3
-36 4
-16 2
-20 3
-31 5
-4 1
-5 0
-27 8
-10 6
-25 6
-34 0
-42 6
-1 2
-23 8
-31 2
-22 9
-4 9
-6 6
-24 4
-20 8
-15 9
-13 9
-26 2
-23 6
-35 2 -8 5
-23 0
-3 4
-14 9
-13 1
-28 3
-25 1
-25 0
-28 0
-29 7
-16 3
-6 3
-35 5
-20 1
-29 0
-27 6
-26 6
-36 8
-6 4
-23 4
-26 1
-10 5
-31 7
-22 1
-6 0
-9 6
-20 3
-28 4
-16 4
-23 1
-14 2
-12 9
-26 2
-30 2
-30 9
-26 2
-6 2 -3 5
-19 5
-30 9
-19 1
-18 9
-8 6
-19 3
-20 9
-20 5
-19 2
-12 6
-3 3
-10 2
-6 7
-3 0
-29 6
-27 7
-18 7
-26 3
-11 3
-22 6
-9 7
-25 4
-12 6
-6 4
-15 4
-30 5
-19 9
-24 3
-23 1
-26 0
-4 6
-29 4
-27 8
-22 8
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-13 2
-23 8
-25 6
-29 2
-24 5
-24 4
-21 6
-9 6
-11 1
-28 8
-40 6
-16 4
-31 0
-36 0
-28 1
-19 6
-33 4
-26 6
-4 0
-10 8
-25 3
-23 6
-9 5
-11 3
-27 5
-26 1
-15 8
-11 6
-13 6
-10 0
-23 9
-4 2-3 2
-19 4
-19 1
-14 8
-21 6
-9 2
-14 9
-3 6
-33 6
-21 9
-6 1
-29 3
-22 7
-17 7
-10 2
-34 7
-14 0
-20 4
-21 8
-5 2
-33 5
-27 5
-33 2
-5 3
-21 1
-12 0
-20 1
-5 8
-19 0
-25 8
-17 3
-34 7
-21 3
-27 3
-35 2
-8 2
-18 8
-8 7
-29 0
-22 5
-9 9
-30 9
-32 6
-12 8
-12 2
-34 9
-14 5
-18 7
-27 1
-25 7
-22 9
-23 1
-26 8
-30 4
-20 0
-24 5
-27 4
-34 9
-29 5
-14 0-25 1
-23 6
-33 8
-31 5
-31 7
-30 6
-24 7
-24 6
-13 8
-24 8
-5 2
-22 1
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-16 7
-37 5
-24 8
-27 3
-34 8
-14 6
-17 6
-6 4
-37 2
-39 7
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-21 6
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-11 9
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-31 2
-23 2
-26 5
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-36 6
-3 0
-37 2
-33 9
-30 9
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-32 0
-30 2
-20 6
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-21 3
-7 3
-14 7
-24 0
-20 4
-21 4
-29 6
-8 3
-26 2
-31 7
-9 5
-21 6
-20 4
-30 2
-25 6
-21 9
-4 9
-23 9
-25 9
-23 9
-22 5
-30 5
-22 6
-23 9
-35 3
-22 5
-27 7
-29 6
-36 9
-26 9
-26 8
-28 8
-20 7
-10 2
-22 2
-11 4
-28 8
-21 9
-19 6
-30 5
-22 6
-21 2
-23 8
-35 6
-11 1
-13 1
-30 4
-16 2
-30 7
-6 4
-28 3
-29 0
-21 7
-27 7
-32 7
-22 1
-21 8
-23 2
-30 8
-17 9
-14 5
-4 7
-29 8
-19 0
-31 9
-10 5
-20 8
-13 0
-20 1
-29 3
-23 6
-23 7
-29 2
-23 1
-17 7
-5 9
-22 5
-23 7
-19 8
-27 6
-3 9
-7 8
-26 2
-18 3
-19 2
-28 4
-22 1
-12 9
-38 5
-32 2
-21 3
-28 8
-27 9
-10 5
-11 9
-24 3
-5 0
-22 2
-3 7
-18 0
-15 4
-2 4
-22 4
-23 7
-16 2
-20 2
-27 9
-26 1
-15 7
-20 5
-23 2
-6 3
-6 9
-23 0
-5 5
-36 9
-5 5
-11 8
-15 5 -5 0
-21 8
-7 1
-19 5
-36 9
-22 8
-25 4
-8 2
-34 4
-22 8
-8 7
-26 6
-9 8
-5 1
-11 1
-18 4
-24 0
-22 3
-30 6
-20 3
-27 3
-5 8
-30 5
-8 5
-23 2
-21 6
-24 4
-15 1
-19 7
-10 3
-5 3
-29 3
-33 7
-34 4
-24 4
-12 5
-32 5
-22 8
-15 9
-21 2
-41 7
-35 4
-4 4
-14 6
-9 1
-25 2
-32 9
-33 2
-20 1
-19 0-40 4
-25 8
-12 9
-30 2
-29 4
-31 8
-23 9
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-2 7 -2 1
-0 6
0 5 1 0
1 7
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0 3 0 3
-0 7 -1 6
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1 4 1 4 s
WB-V-09-16
WB-V-09-15
WB-V-09-14
WB-V-09-6
WB-V-09-5
WB-V-09-12 WB-V-09-4
WB-V-09-3
W B-V-09-13
WB-V-09-11
WB-V-09-1
WB-V-09-2
WB-V-09-10
WB-V-09-9
WB-V-09-8
WB-V-09-7
CO-3
SOUTH JETTY
163000
160000
MASONBORO
IS
LAND
BENCHMARKS
END 2,359,617.517-X 161,578.110-Y
END 2 2,359,382.380-X 161,453.090-Y
END 2,359,617.517-X 161,578.110-Y
ELEV. 17.8. MSL
BEACH 2,359,747.440-X 161,808.200-Y
BENCHMARKS
JACK PARKER BLVD
NORTHROP ST
SC
HL
OS
S
ST
ALBRIGHT ST
CORBETT ST
WRIGHT ST
MEIER ST
SUNSET AVE
NATHAN ST
W
AT
ER
S
TR
EE
T
N O
R
TH
JETTY
CE
RC
B
L
STA. 10+00
13.88 NGVD
STA. 3+50
14.47 NGVD
SHINN CREEK
U.S. COAST
GUARD STA.
S
LU
M
IN
A
AV
IULA ST
W
RI
G H
TS
VI
LL
E
BE
AC
H
AP
PR
O
XI
M
AT
E
PI
PE
LI
N E
RO
U
TE
N: 163940.60 E: 2359526.09
N: 163552.18 E: 2360008.00
N: 163139.58 E: 2358926.39
N: 162752.68 E: 2359406.42
BANKS CHANNEL AREA
TO -24 FEET
NO ALLOWABLE OVERDEPTH
N: 160998.29 E: 2357323.23
N: 160498.84 E: 2357912.96
N: 161609.48 E: 2358546.23
N: 161478.97 E: 2358710.91
N: 160544.83 E: 2357950.41
N: 159523.87 E: 2359137.06
N: 159532.82 E: 2359279.98
N: 158348.66 E: 2360656.33
N: 158131.95 E: 2361053.72
N: 157712.60 E: 2361242.29
N: 157290.03 E: 2361733.45
N: 157745.35 E: 2362133.48
N: 157936.20 E: 2361902.23
N: 159688.04 E: 2361045.53
N: 160831.42 E: 2360117.67
N: 160529.71 E: 2360023.93
N: 160293.53 E: 2359427.62
N: 160197.91 E: 2359304.96
N: 160950.11 E: 2358435.77
N: 161142.11 E: 2358441.17
N: 160494.45 E: 2358509.99
N: 159941.90 E: 2359192.51
N: 159993.47 E: 2360646.68
BANKS CHANNEL AREA TO -30 FEET
NO ALLOWABLE OVERDEPTH
N: 159207.81 E: 2360366.54
MASONBORO INLET TO -30 FT
1.0 FEET ALLOWABLE OVERDEPTH
MASONBORO INLET TO -20 FT
NO ALLOWABLE OVERDEPTH
MASONBORO INLET (WRIGHTSVILLE BEACH SPIT)
TO -20 FEET
NO ALLOWABLE OVERDEPTH-30.0-30.0
-30.0
-24.0
-20.0
-30.0
-20.0
-30.0 -20.0
-30.0
-20.0 -30.0
-20.0 -30.0
OVERDEPTH -31.0
BANKS C
HANNEL
AT
LA
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IC
IN
TR
AC
OA
ST
AL
W
AT
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W
AY
PROPOSED BOX CUT
N: 161104.62 E: 2358410.60
"4"
"3"
"d' ltb8 b1 ltb5 b3 ltb6 b4 b2 bwc b10 b7 bm end bm end 2 bm beach
EXCLUSION ZONE
EXCLUSION ZONE
C O
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
FY
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0-
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3 3 1 1
M.L.L.WWIDTH VARIES
E X I S T I NG BO T T OM
EL E V A T I ON V AR I E S
3 3
1 1
WIDTH VARIES
E X I S T I NG BO T T OM
EL E V A T I ON V A R I E S
BANKS CHANNEL BORROW AREA
TYPICAL SECTION
NTS
-30' MLLW
TYPICAL SECTION
NTS
MASONBORO INLET BORROW AREA
-20' MLLW-30 MLLW
SLOPE AT 5H TO 1V
FROM COORDINATES
N TO M
DREDGE LIMITS DREDGE LIMITS
M.L.L.W.
WIDTH
VARIES
WIDTH
VARIES
3H:1V OR
STEEPER (1)*
(1)* - SLOPE OF MATERIAL
AFTER DREDGE CUT
3H:1V OR
STEEPER (1)* -24' MLLW
WIDTH
VARIES
WIDTH
VARIES
(1)* - SLOPE OF MATERIAL
AFTER DREDGE CUT
NOTES:
1. IMAGERY DATED 2023..
2. HYDROGRAPHIC SURVEY TAKEN ON 31 JANUARY 2023 BY WILMINGTON DISTRICT SURVEY
VESSEL "ROGERS" USING RTK GPS HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ
SOUNDING EQUIPMENT.
3. TOPOGRAPHIC SURVEY OF THE SPIT TAKEN ON 27 APRIL 2023 BY WILMINGTON DISTRICT.
4. SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL M.L.L.W.
5. TIDE GAUGE LOCATED AT: WB COAST GUARD STATION. USE OF TIDE VALUES FOR THIS GAGE
ARE RESTRICTED TO QUALITY ASSURANCE PURPOSES FOR VERIFICATION OF RTK TIDES.
THE WILMINGTON DISTRICT WILL ONLY USE STAFFGAGE TIDAL VALUES FOR FINAL MAPPING
AND QUANTITY CALCULATIONS IF RTK GPS IN UNAVAILABLE AT THE TIME OF SURVEY.
6. HORIZONTAL DATUM: NAD 1983. VERTICAL DATUM M.L.L.W.
7. THE CONTRACTOR SHALL BEGIN DREDGING THE SOUTHERN END OF MASONBORO INLET
NAVIGATION CHANNEL BELOW WRIGHTSVILLE BEACH FOLLOWED BY THE REMAINDER OF
MASONBORO INLET NAVIGATION CHANNEL AND END WITH THE BANKS CHANNEL BORROW
AREA.
8. ALL OVERDEPTH DREDGING IS PROHIBITED IN BORROW AREAS WHERE INDICATED. IN
PARTICULAR, THE AREAS DESIGNATED AS -20 FEET, NO OVERDEPTH IS ALLOWED DUE TO
POTENTIAL ADVERSE IMPACTS TO CULTURAL RESOURCES.
9. THE DECIMAL POINTS OF THE SOUNDINGS ARE THE ACTUAL SOUNDING LOCATIONS.
10. THE SPIT AT THE SOUTHERN END OF WRIGHTSVILLE BEACH MAY BE AVAILABLE FOR USE AS
A STAGING AREA; HOWEVER, THE LOCATION AND EXTENTS OF ANY PROPOSED STAGING
AREA AND THE PIPELINE ROUTE SHALL BE SUBMITTED FOR REVIEW, COORDINATION AND
ACCEPTANCE. ACCEPTANCE OF THE CONTRACTOR'S STAGING AREA LOCATION AND
PIPELINE ROUTE PLAN WILL BE DETERMINED THROUGH COORDINATION WITH THE
RESOURCE AGENCIES AND THE TOWN OF WRIGHTSVILLE BEACH DIRECTOR OF PUBLIC
WORKS.
11. THE DREDGING SHALL BE ACCOMPLISHED SO THAT THE MOST SUITABLE MATERIAL
AVAILABLE FOR BEACH RENOURISHMENT IS PLACED WITHIN THE PRESCRIBED SECTION. THIS
MATERIAL SHOULD BE PREDOMINATELY OF SAND (SP, SP-SM) GRAIN SIZE WITH NO MORE
THAN 10% BY WEIGHT PASSING THE NO. 200 SIEVE. SHOULD THE MATERIAL BEING PLACED
ON THE BEACH CONTAIN AN AMOUNT OF SILT AND CLAY THAT EXCEEDS THE 10% BY WEIGHT
PASSING THE NO. 200 SIEVE AND CONSIDERED NOT SUITABLE FOR PLACEMENT ON THE
BEACH, THE CONTRACTOR SHALL MOVE THE DREDGE TO A MORE SUITABLE LOCATION
WITHIN THE BORROW AREA AND NOTIFY THE CONTRACTING OFFICER OF THE LOCATION OF
THE UNSUITABLE MATERIAL WITHIN THE BORROW AREA.
12. ARCHAEOLOGICAL RESOURCES EXIST IN THE MASONBORO INLET VICINITY AROUND
MAGNETIC ANOMALIES "3" AND "4" AT DEPTHS GREATER THAN -20 FEET M.L.L.W. EXCLUSION
ZONES AROUND MAGNETIC ANOMALIES "3" AND "4" HAVE BEEN ESTABLISHED BY THE STATE
OF NORTH CAROLINA. THE EXCLUSION ZONES CONSIST OF A RECTANGULAR ARE
MEASURING 600-FT NORTH TO SOUTH AND 400-FT EAST TO WEST, CENTERED AROUND
ANOMALY "3" AND A 375-FOOT RADIUS AROUND ANOMALY "4". WITHIN THESE EXCLUSION
ZONES, DREDGING WILL BE CONFINED TO A DEPTH NO DEEPER THAN -20 FEET M.L.L.W.
LEGEND
"4" MAGNETIC ANOMALIES
BENCH MARK
MAXIMUM AUTHORIZED BORROW
AREA LIMITS
LIMITS OF BORROW AREAS
MAGNETIC ANOMALIES COORDINATES
(APPROXIMATE LOCATION)
DESCRIPTION EASTING NORTHING
"4" 2359209.9530 160564.1500 "3" 2360770.2070 159371.723 "d" 2360830.0000 159855.0000
ELEVATIONS OF TIDAL DATUMS REFERRED TO
MEAN LOWER LOW WATER (MLLW) ARE AS FOLLOWS:
MEAN HIGHER HIGH WATER (MHHW)
MEAN HIGH WATER (MHW)
NORTH AMERICAN VERTICAL DATUM-1988 (NAVD)
MEAN TIDE LEVEL (MTL)
MEAN SEA LEVEL (MSL)
NATIONAL GEODETIC VERTICAL DATUM-1929 (NGVD)
BEAUFORT DATUM
LOCAL MEAN LOW WATER (MLW)
MEAN LOWER LOW WATER (MLLW)
= 4.30' = 3.96' = 2.53' = 2.05' = 2.04' = 2.01' = 0.47' = 0.15' = 0.00'
VIBRACORE (2009)
NAVIGATION AID
NAVIGATION AIDS
NAME EASTING NORTHING
"ltb8" 2358373.50 160335.00 "b1" 2362197.78 157194.54 "ltb5" 2359800.60 159095.64 "b3" 2361315.02 157769.77 "ltb6" 2360096.53 159494.21 "b4" 2362076.89 157989.25 "b2" 2362790.28 157453.35 "bWC" 2357865.07 161967.47 "b10" 2358569.08 161458.48 "b7" 2357925.10 160543.38
G102
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Feet 0 400 800
SCALE 1"=400'
S E
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WAYNICK BLVD
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D E
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T
WB TOWN BUILDING LINE66+00 67+00 68+00 69+00 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+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00
PI
: 6
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N : 1
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CONSTRUCTION BERM +5.0' (NAVD 88)
STORM BERM +9.5' (NAVD 88) STORM BERM +9.5' (NAVD 88)
PI
: 6
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N : 1
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N : 1
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N : 1
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STA. 80+00
TRANSITION
STA. 86+00
TRANSITION STA. 90+00
TRANSITION
(-10) (-10)
(-10)
(-5) (-5)
(-5) (0)
(0)
(0) (5)
(5)
(5)
(10) (10)
(10)(10) (10) (10)
(10)
(10)
STA. 93+00
TRANSITION
C O
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N O
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B
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D
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C R
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SHEET ID
B
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
FY
C O
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M R
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-6
CN101
W R
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VI
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).d w g
NOTES:
1. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED AT THE TIME OF CONSTRUCTION. THE WIDTH OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION BASED ON THE PRE-CONSTRUCTION BEACH SURVEY, PRE-CONSTRUCTION HYDROGRAPHIC SURVEY OF BORROW AREA AND THE SLOPE OF THE
MATERIAL DURING PLACEMENT.
2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.
3. EXISTING BEACH SURVEY CONDUCTED IN JUNE 2023. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88. EXISTING
CONTOURS ARE SHOWN AT 1-FOOT INCREMENTS AND MAJOR CONTOURS ARE LABELED.
4. PROPOSED CONTOURS ARE SHOWN AT 1-FOOT INCREMENTS.
5. AN APPROVED PIPELINE ROUTE PLAN IS REQUIRED. SEE SPEC SECTION 35 20 23 FOR MORE INFORMATION.
6. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM, BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. THE SAND RAMPS SHALL
BE REPAIRED IF ERODED BY WEATHER OR BEACH TRAFFIC.
7. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE DUE TO CONSTRUCTION.
8. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL BE PROPERLY SECURED
AND DISPOSED OF ON A WEEKLY BASIS.
9. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM SAFETY PATROL TO MINIMIZE PEDESTRIAN TRAFFIC THRU THE LIMITS OF CONSTRUCTION AT LEAST 500' AHEAD AND BEHIND THE POINT OF DISCHARGE. MEASURES TO INCLUDE MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN RAMPS AND PUBLIC ACCESS WAYS.
10. NO BEACH FILL MATERIAL SHALL BE PLACED LANDWARD OF THE EXISTING BUILDING LINE AS SHOWN OR WITHIN 10 FEET OF OR UNDERNEATH OF ANY RESIDENTIAL OR COMMERCIAL BUILDINGS. THE CONTRACTOR SHALL BE REQUIRED TO SLOPE (5H:1V) THE LANDWARD SIDE OF THE BERM WHERE NECESSARY TO AVOID PLACING BEACH FILL MATERIAL LANDWARD OF THE EXISTING BUILDING LINE
OR WITHIN 10 FEET OF OR UNDERNEATH OF ANY COMMERCIAL OR RESIDENTIAL BUILDING.
11. ANTICIPATED LIMITS OF DUNE PLANTING ARE FROM STA. 90+00 TO STA. 104+00, STA. 128+00 TO 130+00, AND STA. 138+00 TO 140+00. SEE
DETAIL HEREON.
EXISTING BASELINE
LEGEND
EXISTING MEAN HIGH WATER LINE (APPROX.)HWR
PUBLIC BEACH ACCESS POINT
PLANT SPACING 24" O/C
PLANT SPACING
36" O/C
1 ROW BITTER PANICUM @ 24" O/C
1 ROW SEASIDE LITTLE BLUESTEM OATS @ 24" O/C
1 ROW SEA OATS @ 24" O/C
PLANT SPACING 24" O/C
1 ROW SEA OATS @ 18" O/C
1 ROW SEA OATS @ 18" O/C
C/L EXISTING DUNE
PLANT SPACING 18" O/C
PLANT SPACING 18" O/C
1 ROW SEA OATS @ 24" O/C
GRASSING LIMITS (LANDWARD)
SLOPE INTERCEPT
BEACH FILL
PLANT SPACING
24" O/C
SEAWARD CREST OF DUNE
GRASSING LIMITS (SEAWARD)
TO
P
OF
D
UN
E
TO
P
OF
D
UN
E
NO BEACH GRASSES WILL BE PLANTED UNDERNEATH THE
RAMPS AND STAIRS OF EACH PUBLIC BEACH ACCESS
WALKOVER STRUCTURE. THE CONTRACTOR SHALL PLANT
BEACH GRASSES UNDERNEATH THE DECK AREA OF
THE WALKOVER STRUCTURES.
ROW SPACING & PLANTING PATTERN
RO
WS
RO
WS
RO
WS
RO
WS
"RO
WS
VA
RIA
BL
E
1 ROW BITTER PANICUM @ 18" O/C
EXCEPT FOR CENTERLINE, FOURTH, SIXTH,
EIGHT, TENTH, TWELVETH ROW LANDWARD AND
FOURTH ROW SEAWARD OF DUNE ALL PLANTING
SHALL BE AMERICAN BEACHGRASS. PLANTINGS SHALL
BE IN A STAGGERED/OFFSET PATTERN.
RO
W S
RO
W S
PLANT SPACING
36" O/C
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
N
Feet 0 100 200
SCALE 1"=100'
DUNE PLANTING DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text @ 36"
AutoCAD SHX Text
AutoCAD SHX Text
C.O.E. BASELINE
N LUMINA AV
R A
LE
IG
H S
T
A U
G U
S T
A S
T
S H
E A
R W
A T
E R
S T
G R
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N S
B O
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S T
W E
S T
H E
N D
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S O
N S
T W
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T
O X
FO
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D S
T W
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T
FA
Y
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T E
V
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S
T W
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T
G R
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N S
B O
R O
S T
E A
S T
H E
N D
E R
S O
N S
T E
A S
T
O X
FO
R
D S
T E
A S
T
FA
Y
E T
T E
V
IL
LE
S
T E
A S
T
A S
H E
V
IL
LE
S
T E
A S
T A
S H
E V
IL
LE
S T
W E
S T
A T
LA
N
T A
S T
W E
S T
A T
LA
N
T A
S T
E A
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C O
LU
M
B
IA
S T
W E
S T
C O
LU
M
B
IA
S T
E A
S T
C H
A R
LO
T
T E
S T
E A
S T
S E
A G
U
LL
S T
S A
LI
S
B U
R Y
S T
E
WB TOWN BUILDING LINE
93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00
PI
: 9
9+
.4
N : 1
6.
E:
0.
PI
: 1
+9
6.
N : 1
7.
E:
9.
PI
: 1
+9
7.
N : 1
8.
E:
8.
STORM BERM +9.5' (NAVD 88)
CONSTRUCTION BERM +5.0' (NAVD 88)
PI
: 9
9+
.4
N : 1
6.
E:
0.
PI
: 1
+9
6.
N : 1
7.
E:
9.
PI
: 1
+9
7.
N : 1
8.
E:
8.
PI
: 9
9+
.4
N : 1
6.
E:
0.
PI
: 1
+9
6.
N : 1
7.
E:
9.
PI
: 1
+9
7.
N : 1
8.
E:
8.
92STA. 104+00
TRANSITIONSTA. 100+00
TRANSITION
(-15)
(-15) (-15)
(-15)
(-10)
(-10) (-10)
(-10)
(-5)
(-5) (-5)
(-5)
(0)
(0) (0)
(0)
(5) (5) (5) (5)
(10) (10)
(10)
(10) (10)
(10)
(10)
(10) (10)
(10)(15)(15)
(15)(15)
STA. 93+00
TRANSITION
STA. 106+00
TRANSITION
C O
N
TR
AC
T
N O
D
ES
IG
N
ED
B
Y:
D
ES
C R
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TI
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A
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NOTES:
1. SEE NOTES SHEET CN101.
Feet 0 100 200
SCALE 1"=100'
H
E A
R W
A T
E R
S T
H E
R O
N S
T
S A
N D
P
IP
E R
S T
C R
A N
E S
T
M A
LL
A
R D
S T
S C
O T
C H
B O
N N
E T
LN
C O
N C
H
LN
SEA OATS LN
S E
A S
ID
E
LN
WB TOWN BUILDING LINE
119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00
PI
: 1
+9
7.
N : 1
8.
E:
8.
PI
: 1
+2
0.
N : 1
4.
E:
7.
15 PI
: 1
+2 1.
N
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6.
E:
0.
ST
A.
+0
EN
D F
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LL
TE
M
PL
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PL
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EN
T
CONSTRUCTION BERM +5.0' (NAVD 88)
STORM BERM +9.5' (NAVD 88)
CONSTRUCTION BERM +5.0' (NAVD 88)
PI
: 1
+9
7.
N : 1
8.
E:
8.
PI
: 1
+2
0.
N : 1
4.
E:
7.
15 PI
: 1
+2 1.
N
: 1
6.
E:
0.
PI
: 1
+9
7.
N : 1
8.
E:
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PI
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N : 1
4.
E:
7.
15 PI
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+2 1.
N
: 1
6.
E:
0.
STA. 126+00
TRANSITION
STA. 128+00
TRANSITION
STA. 140+00
TRANSITION
(-15)
(-15)
(-15)
(-10)
(-10)
(-10)
(-5)
(-5)
(-5)
(0)
(0)
(0)
(5)
(5)
(5)
(10)
(10)
(10)
(10)
(10)
(15)(15)
STA. 130+00
TRANSITION
STA. 138+00
TRANSITION
STA. 142+00
TRANSITION
C O
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T
N O
D
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B
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NOTES:
1. SEE NOTES SHEET CN101.
SCALE 1"=100'
Feet
C
O T
C H
B O
N N
E T
LN
C O
W R
IE
LN
S A
N D
D O
LLA
R
LN
C O
N C
H
LN
WB TOWN BUILDING LINE
142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00
152+00 153+00
154+00 155+00
156+00 157+00
158+00 159+00
160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 168+64.03
PI
: 1
+9
1.
N : 1
2.
E:
8.
PI
: 1
+7
8.
N : 1
6.
E:
5.
PO
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N
: 1
9.
E:
6.
ST
A.
+6 5.
EN
D
TR
AN
SI
TI
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CONSTRUCTION BERM +5.0' (NAVD 88)
PI
: 1
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1.
N : 1
2.
E:
8.
PI
: 1
+7
8.
N : 1
6.
E:
5.
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N
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E:
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PI
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1.
N : 1
2.
E:
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PI
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8.
N : 1
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E:
5.
PO
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N
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E:
6.
(-20)
(-15)
(-15)
(-10)
(-10)
(-5)
(-5)
(0)
(0)
(5)
(5) (10)
(10)
STA. 142+00
TRANSITION
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SHEET ID
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
FY
C O
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M R
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NOTES:
1. SEE NOTES SHEET CN101.
Feet
SCALE 1"=100'
+9.5'
CONSTRUCTION
BERM
15H:1V
15H:1V
-5
-10
-15
EL
EV
AT
IO
N
IN
F
EE
T
0 50 100 150 200 250 300 350 400 450 500 550-50
-5
-10
-15
EL
EV
AT
IO
N
IN
F
EE
T
0 50 100 150 200 250 300 350 400 450 500 550-50
STORM
BERM
+12.5'
DUNE
+5.0'
+9.5'
CONSTRUCTION
BERM
15H:1V
-5
-10
-15
EL
EV
AT
IO
N
IN
F
EE
T
0 50 100 150 200 250 300 350 400 450 500 550-50
STORM
BERM
TYPICAL BEACH BERM, STORM BERM AND DUNE SECTION
TYPICAL BEACH BERM AND STORM BERM SECTION
+5.0'
+9.5'
CONSTRUCTION
BERM
15H:1V
-5
-10
-15
EL
EV
AT
IO
N
IN
F
EE
T
0 50 100 150 200 250 300 350 400 450 500 550-50
STORM
BERM
TYPICAL BERM BERM AND STORM BERM SECTION
10H:1V
10H:1V
10H:1V
10H:1V
10H:1V
+5.0'
+5.0'
TYPICAL BEACH TRANSITION SECTION ON BOTH
SOUTH END AND NORTH END
69+00 TO 80+00
142+00 TO 159+65.73
DISTANCE VARIES
SLOPE
INTERCEPT
SLOPE
INTERCEPT
ASSUMED
SLOPE DURING
CONSTRUCTION
SEE NOTE 1APPROXIMATE
EXISTING BEACH
PROFILE
CORPS OF ENGINEERS
BASELINE
ASSUMED
SLOPE DURING
CONSTRUCTION
SEE NOTE 1
APPROXIMATE
EXISTING BEACH
PROFILE
CORPS OF ENGINEERS
BASELINE
ASSUMED
SLOPE DURING
CONSTRUCTION
SEE NOTE 1
APPROXIMATE
EXISTING BEACH
PROFILE
CORPS OF ENGINEERS
BASELINE
CORPS OF ENGINEERS
BASELINE
APPROXIMATE
EXISTING BEACH
PROFILE
TOE OF
STORM
BERM
ASSUMED
SLOPE DURING
CONSTRUCTION
SEE NOTE 1
CONSTRUCTION
BERM WIDTH
VARIES
80+00 TO 86+00
106+00 TO 126+00
140+00 TO 142+00
TOE OF
STORM BERM
SLOPE
INTERCEPT
TOE OF
STORM BERM
SLOPE
INTERCEPT
+5.0'
+12.5'
+9.5'
DUNE STORM
BERM
5H :1V
15H:1V
-5
-10
-15
EL
EV
AT
IO
N
IN
F
EE
T
0 50 100 150 200 250 300 350 400 450 500 550-50
10H:1V
10H:1V
TYPICAL BEACH BERM, STORM BERM AND DUNE SECTION (FULL AUTHORIZED BEACH TEMPLATE)
+5.0'
SLOPE
INTERCEPT
CORPS OF ENGINEERS
BASELINE
TOE OF
STORM
BERM
APPROXIMATE
EXISTING BEACH
PROFILE
ASSUMED
SLOPE DURING
CONSTRUCTION
SEE NOTE 1
CONSTRUCTION
BERM
90+00 TO 93+00
100+00 TO 104+00
128+00 TO 130+00
86+00 TO 90+00
104+00 TO 106+00
126+00 TO 128+00
130+00 TO 138+00
PLUS
TOLERANCE
MINUS
TOLERANCE
MHW (+1.4' NAVD 88)
MHW (+1.4' NAVD 88)
PLUS
TOLERANCE
MINUS
TOLERANCE
PLUS
TOLERANCE
MINUS
TOLERANCE
MHW (+1.4' NAVD 88)
PLUS
TOLERANCE
MINUS
TOLERANCE
MHW (+1.4' NAVD 88)
PLUS
TOLERANCE
MINUS
TOLERANCE
MHW (+1.4' NAVD 88)
93+00 TO 100+00
138+00 TO 140+00
25' 30' 50' 45' 150'
25' 30' 50' 45' 150'
105' 45' 150'
55' 50' 45' 150'
C O
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dw g
NOTES:
1. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED AT THE TIME OF CONSTRUCTION. THE BASIS FOR DETERMINING THE WIDTH OF THE CONSTRUCTION BERM WILL BE THE GOVERNMENT'S INTERPRETATION OF THE BORROW AREA, BEACH PRE-CONSTRUCTION SURVEY, AND THE
SLOPE OF THE MATERIAL DURING PLACEMENT.
2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT. THE 15H:1V SEAWARD SLOPE IS THE INITIAL
ASSUMED SLOPE FOR PAYMENT AND QUANTITY PURPOSES.
3. EXISTING BEACH SURVEY COMPLETED IS JUNE 2023. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.
4. THE CONTRACTOR SHALL NOT REMOVE OR RELOCATE ANY EXISTING BEACH MATERIAL, UNLESS DIRECTED BY THE CONTRACTING OFFICER OR HIS/HER DESIGNATED
REPRESENTATIVE.
5. AS AN OPTION TO THE CONTRACT AND AT THE DIRECTION OF THE CONTRACTING OFFICER, THE CONTRACTOR SHALL TILL ANY FILL AREAS IDENTIFIED BY THE CONTRACTING OFFICER. BEACH TILLING LIMITS SHALL BE ALONG THE ENTIRE LENGTH OF THE BEACH FILL AREA FROM THE SEAWARD TOE OF THE STORM BERM TO MEAN HIGH WATER (ELEV.
+1.4 NAVD88)
6. A VERTICAL TOLERANCE OF +/- 0.5' ABOVE AND BELOW THE PRESCRIBED BERM AND DUNE GRADE AND SLOPES LINE SHALL BE PERMITTED IN THE FINISHED SURFACE. BELOW THE MEAN HIGH WATER LINE (+/-1.40' NAVD88) THE FILL MATERIAL WILL BE ALLOWED TO ASSUME ITS NATURAL SLOPE RESULTING FROM THE EFFECTS OF WAVE AND WATER LEVEL CONDITIONS. FOR PAYMENT PURPOSES, THE TOLERANCE LINE SHALL EXTEND THE ENTIRE DUNE, STORM BERM, BERM AND SLOPES (LANDWARD, INTERMEDIATE, AND ASSUMED SEAWARD SLOPE) TO THE INTERSECTION OF THE LANDWARD AND ASSUMED SEAWARD SLOPE AND PRE-CONSTRUCTION SURVEYED CONDITION, SEE SPECIFICATION
SECTION 35 20 23 FOR MEASUREMENT AND PAYMENT AND ALLOWABLE TOLERANCE.
SCALES FOR ALL SECTIONS
HORIZONTAL: 1"=50'
VERTICAL: 1"= 10'
66+00
-40
-20
-40
-20
0 200 400 600 8000
68+00
-40
-20
-40
-20
0 200 400 600 8000
70+00
-40
-20
-40
-20
0 200 400 600 8000
72+00
-40
-20
-40
-20
0 200 400 600 8000
74+00
-40
-20
-40
-20
0 200 400 600 8000
76+00
-40
-20
-40
-20
0 200 400 600 8000
78+00
-40
-20
-40
-20
0 200 400 600 8000
80+00
-40
-20
-40
-20
0 200 400 600 8000
82+00
-40
-20
-40
-20
0 200 400 600 8000
84+00
-40
-20
-40
-20
0 200 400 600 8000
86+00
-40
-20
-40
-20
0 200 400 600 8000
88+00
-40
-20
-40
-20
0 200 400 600 8000
BA
SE
LI
N
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BA
SE
LI
N
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BA
SE
LI
N
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BA
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BA
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LI
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BA
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BA
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BA
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BA
SE
LI
N
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BA
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LI
N
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BA
SE
LI
N
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BA
SE
LI
N
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MHW MHW MHW MHW
MHW MHW MHW MHW
MHW MHW MHW MHW
150'
EXISTING SURFACE
JUNE 2023 SURVEY
C O
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N S_
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.d w g
SCALES:
HORIZONTAL: 1"=200'
VERTICAL: 1"=20'
CONSTRUCTION BERM, TYP.
NOTE:
VERTICAL DATUM IS NAVD 88.
25' 50'
150'
90+00
-40
-20
-40
-20
0 200 400 600 8000
92+00
-40
-20
-40
-20
0 200 400 600 8000
94+00
-40
-20
-40
-20
0 200 400 600 8000
96+00
-40
-20
-40
-20
0 200 400 600 8000
98+00
-40
-20
-40
-20
0 200 400 600 8000
100+00
-40
-20
-40
-20
0 200 400 600 8000
102+00
-40
-20
-40
-20
0 200 400 600 8000
104+00
-40
-20
-40
-20
0 200 400 600 8000
106+00
-40
-20
-40
-20
0 200 400 600 8000
108+00
-40
-20
-40
-20
0 200 400 600 8000
110+00
-40
-20
-40
-20
0 200 400 600 8000
112+00
-40
-20
-40
-20
0 200 400 600 8000
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
MHW MHW MHW MHW
MHW MHW MHW MHW
MHW MHW MHW MHW
EXISTING SURFACE
JUNE 2023 SURVEY
C O
N
TR
AC
T
N O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
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AR
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SI
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SU
BM
IT
TE
D B
Y:
D
AT
E
SO
LI
C
IT
AT
IO
N N
O
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
FY
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
W R
IG
H
TS
VI
LL
E
BE
AC
H
N O
R
TH
C
AR
O
LI
N A
U .S
.A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
W
IL
M
IN
G
TO
N D
IS
TR
IC
T
D
AR
LI
N G
TO
N
A
VE
N U
E W
IL
M
IN
G
TO
N
, N O
R
TH
C
AR
O
LI
N A
"X
D R
AW
IN
G C
O D
E:
T.
M U
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PH
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LE
N
AM
E:
H . W
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D
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C
AR
TE
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H . W
IL
D
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W
2P M
B0
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D Y
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A
D
VE
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TI
SE
M
AS
O N
BO
R
O
IN
LE
T
W
2P M
C
XX
XX
JU
N
E
W B
0-
-6
CN303
BE
AC
H S
EC
TI
O N
S (C
O N
T.
C N
2-
C N
5_
XS
EC
TI
O
N S_
Ju ne
.d w g
SCALES:
HORIZONTAL: 1"=200'
VERTICAL: 1"=20'
CONSTRUCTION BERM, TYP.
150'
114+00
-40
-20
-40
-20
0 200 400 600 8000
116+00
-40
-20
-40
-20
0 200 400 600 8000
118+00
-40
-20
-40
-20
0 200 400 600 8000
120+00
-40
-20
-40
-20
0 200 400 600 8000
122+00
-40
-20
-40
-20
0 200 400 600 8000
124+00
-40
-20
-40
-20
0 200 400 600 8000
126+00
-40
-20
-40
-20
0 200 400 600 8000
128+00
-40
-20
-40
-20
0 200 400 600 8000
130+00
-40
-20
-40
-20
0 200 400 600 8000
132+00
-40
-20
-40
-20
0 200 400 600 8000
134+00
-40
-20
-40
-20
0 200 400 600 8000
136+00
-40
-20
-40
-20
0 200 400 600 8000
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
MHW MHW MHW MHW
MHW MHW MHW MHW
MHW MHW MHW MHW
EXISTING SURFACE
JUNE 2023 SURVEY
C O
N
TR
AC
T
N O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
SO
LI
C
IT
AT
IO
N N
O
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
FY
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
W R
IG
H
TS
VI
LL
E
BE
AC
H
N O
R
TH
C
AR
O
LI
N A
U .S
.A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
W
IL
M
IN
G
TO
N D
IS
TR
IC
T
D
AR
LI
N G
TO
N
A
VE
N U
E W
IL
M
IN
G
TO
N
, N O
R
TH
C
AR
O
LI
N A
"X
D R
AW
IN
G C
O D
E:
T.
M U
R
PH
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LE
N
AM
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H . W
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D
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C
AR
TE
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H . W
IL
D
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2P M
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D Y
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A
D
VE
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TI
SE
M
AS
O N
BO
R
O
IN
LE
T
W
2P M
C
XX
XX
JU
N
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W B
0-
-6
CN304
BE
AC
H S
EC
TI
O N
S (C
O N
T.
C N
2-
C N
5_
XS
EC
TI
O
N S_
Ju ne
.d w g
SCALES:
HORIZONTAL: 1"=200'
VERTICAL: 1"=20'
EXISTING GROUND, TYP.
150'
138+00
-40
-20
-40
-20
0 200 400 600 8000
140+00
-40
-20
-40
-20
0 200 400 600 8000
142+00
-40
-20
-40
-20
0 200 400 600 8000
144+00
-40
-20
-40
-20
0 200 400 600 8000
146+00
-40
-20
-40
-20
0 200 400 600 8000
148+00
-40
-20
-40
-20
0 200 400 600 8000
150+00
-40
-20
-40
-20
0 200 400 600 8000
152+00
-40
-20
-40
-20
0 200 400 600 8000
154+00
-40
-20
-40
-20
0 200 400 600 8000
156+00
-40
-20
-40
-20
0 200 400 600 8000
158+00
-40
-20
-40
-20
0 200 400 600 8000
160+00
-40
-20
-40
-20
0 200 400 600 8000
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
BA
SE
LI
N
E
MHW MHW MHW MHW
MHW MHW MHW MHW
MHW MHW MHW MHW
EXISTING SURFACE
JUNE 2023 SURVEY
C O
N
TR
AC
T
N O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
SO
LI
C
IT
AT
IO
N N
O
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
FY
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
W R
IG
H
TS
VI
LL
E
BE
AC
H
N O
R
TH
C
AR
O
LI
N A
U .S
.A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
W
IL
M
IN
G
TO
N D
IS
TR
IC
T
D
AR
LI
N G
TO
N
A
VE
N U
E W
IL
M
IN
G
TO
N
, N O
R
TH
C
AR
O
LI
N A
"X
D R
AW
IN
G C
O D
E:
T.
M U
R
PH
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LE
N
AM
E:
H . W
IL
D
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J.
C
AR
TE
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H . W
IL
D
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2P M
B0
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D Y
TO
A
D
VE
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TI
SE
M
AS
O N
BO
R
O
IN
LE
T
W
2P M
C
XX
XX
JU
N
E
W B
0-
-6
CN305
BE
AC
H S
EC
TI
O N
S (C
O N
T.
C N
2-
C N
5_
XS
EC
TI
O
N S_
Ju ne
.d w g
SCALES:
HORIZONTAL: 1"=200'
VERTICAL: 1"=20'
CONSTRUCTION BERM, TYP.
| Sheets and Views |
| G001 COVER SHEET |
| GI01 LOCATION MAP, PROJECT OVERVIEW AND INDEX OF DRAWINGS |
| G101 WRIGHTSVILLE BEACH LOCATION MAP |
| G102 MASONBORO INLET BORROW AREA |
| CN101 WRIGHTSVILLE BEACH PLAN VIEW |
| CN102 WRIGHTSVILLE BEACH PLAN VIEW (CONT.) |
| CN103 WRIGHTSVILLE BEACH PLAN VIEW (CONT.) |
| CN104 WRIGHTSVILLE BEACH PLAN VIEW (CONT.) |
| CN301 TYPICAL BEACH SECTIONS |
| CN302 BEACH SECTIONS |
| CN303 BEACH SECTIONS (CONT.) |
| CN304 BEACH SECTIONS (CONT.) |
| CN305 BEACH SECTIONS (CONT.) |
| Sheet 1 |
| 2023-06-16T15:14:33-0400 | |
| MURPHY.TAMARA.C.1386322240 |
| 2023-06-16T15:55:03-0400 | |
| WILLIAMS.GREGORY.LEIGH.1057719334 |
File details come from the government source that posted it. Updated .