Kitty Hawk Design Revision 08012022.pdf

NORTH DARE COUNTY BEACHES
TOWN OF KITTY HAWK
RENOURISHMENT PROJECT
DARE COUNTY, NORTH CAROLINA
VIRGINIA
PROJECT
LOCATION
HATTERAS
PAMILICO
SOUND
INDEX TO SHEETS
1
COVER SHEET
2
CONTROL DATA
3-4
OVERALL PLAN VIEWS
5-11
BEACH FILL PLAN VIEWS
12-16
BEACH FILL PROFILES
17
BORROW AREA A PLAN VIEW
18
BORROW AREA A CROSS -SECTIONS
9Z2000 �M^oOp !�
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0 8000 16000 O
CURRITUCK GRAPHIC SCALE IN FT
SOUND
00
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TOWN
OF
D U C K N97�0Oo
TOWN PF
SOUTHERN
SHORrES
PROJECT
6�0°o LIMITS
TOWN OF ATLANTIC
KITTY �� OCEAN
HAWK o,
s�
G�
KITTY
HAWK �' 3<
BAY S�9TG �s
62,5 FS
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TOWN OF T�MI�Fs � 62°O0
KILL DEVIL
HILLS
*m
ill
BORROW
AREA A
LOCATION MAP
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DRAWING NO.
CV-1
SHEET 1 OF 18

TOWN OF KITTY
HAWK
BEACH
RENOURISHMENT
PAY PROFILES
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VERTICAL CONTROL DATA
J
xDATUMS
a
ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88). THE APPROXIMATE RELATION BETWEEN NAVD88 AND OTHER
AT NOAA TIDAL BENCHMARK 8651370 (DUCK, FRF PIER) FOR
THE PROJECT ARE AS FOLLOWS:
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yy
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3w� O
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3
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MEAN HIGHER HIGH WATER 1.50 FEET
MEAN HIGH WATER 1.18 FEET
NAVD88 0.00 FEET
MEAN SEA LEVEL -0.42 FEET
NGVD29 -0.96 FEET
MEAN LOW WATER -2.05 FEET
MEAN LOWER LOW WATER -2.19 FEET
BENCHMARK CONTROL POINTS
NOTES:
1. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983
(NAD83).
3
2. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88).
3. SURVEYS FOR PAYMENT (BEFORE AND AFTER DREDGE) SHALL COMMENCE AT
THE COORDINATES SHOWN AND CONTINUE A MINIMUM DISTANCE OF 250 FT.
SEAWARD OF THE CONSTRUCTION TOE OF FILL ALONG THE AZIMUTH
DRAWING NO.
A
PROVIDED.
4. EACH STATION DESIGNATED AS A PAYMENT PROFILE SHALL BE SURVEYED BY
THE CONTRACTOR BEFORE AND AFTER BEACH PLACEMENT FOR THE PURPOSE
OF CALCULATING PAYMENT QUANTITIES. NO SUBSTITUTES IN PAY PROFILE
STATIONS OR AZIMUTHS SHALL BE CONSIDERED.
" D _ i
CD-1
l.. 1
e
SHEET 2 OF 18
FASTING
NORTHING
AZIMUTH
STATION ID
PERPENDICULAR
DISTANCE TO NEXT
2971224.2
871890.8
62.6
0+00
100
2971270.3
871802.1
62.E
1+00
100
2971316.5
871713.4
62.E
2+00
100
2971362.E
871624.E
62.E
3+00
100
2971408.8
871535.9
62.E
4+00
100
2971454.9
871447.2
62.E
5+00
100
2971501.1
871358.5
62.E
6+00
100
2971547.2
871269.8
62.E
7+00
100
2971593.3
871181.1
62.E
8+00
100
2971639.5
871092.3
62.E
9+00
100
2971685.8
871003.3
62.E
9+99
100
2971732.3
870915.2
62.E
11+00
100
2971778.9
870826.7
62.E
12+00
100
2971825.5
870738.2
62.E
13+00
100
2971872.2
870649.8
62.E
14+00
100
2971918.8
870561.3
62.E
15+00
100
2971965.4
870472.9
62.E
16+00
100
2972012.1
870384.4
62.E
17+00
100
2972058.7
870295.9
62.E
18+00
100
2972105.3
870207.5
62.E
19+00
103
2972153.2
870116.7
62.2
20+03
97
2972198.7
870030.E
62.2
21+00
100
2972245.4
869942.2
62.2
22+00
100
2972292.1
869853.8
62.2
23+00
100
2972338.8
869765.4
62.2
24+00
100
2972385.E
869676.9
62.2
25+00
100
2972432.3
869588.5
62.2
26+00
100
2972479.0
869500.1
62.2
27+00
100
2972525.7
869411.7
62.2
28+00
100
2972572.4
869323.3
62.2
29+00
106
2972621.7
869230.0
62.2
30+OS
95
2972665.9
869146.4
62.2
31+00
100
2972712.E
869058.0
62.2
32+00
100
2972759.3
868969.E
62.2
33+00
100
2972806.0
868881.2
62.2
34+00
100
2972852.8
868792.8
62.2
35+00
100
2972899.5
868704.4
62.2
36+00
100
2972946.2
868616.0
62.2
37+00
100
2972992.9
868527.5
62.2
38+00
100
2973039.7
868439.1
62.2
39+00
124
2973097.5
868329.7
62.2
40+24
76
2973133.1
868262.3
62.2
41+00
100
2973179.8
868173.9
62.2
42+00
100
2973226.5
868085.5
62.2
43+00
100
2973273.3
867997.1
62.2
44+00
100
2973320.0
867908.E
62.2
45+00
100
2973366.7
867820.2
62.2
46+00
100
2973413.4
867731.8
62.2
47+00
100
2973460.11
867643.4
62.2
48+00
100
2973506.8
867555.0
62.2
49+00
128
2973566.7
867441.7
62.2
SO+28
72
2973600.3
867378.1
62.2
51+00
100
2973647.0
867289.7
62.2
52+00
100
2973693.7
867201.3
62.2
53+00
100
2973740.4
867112.9
62.2
54+00
100
2973787.2
867024.5
62.2
SS+00
100
2973833.9
866936.1
62.2
56+00
100
2973880.E
866847.E
62.2
57+00
100
2973927.3
866759.2
62.2
58+00
100
2973974.0
866670.8
62.2
59+00
150
2974044.0
866538.4
62.2
60+SO
150
2974114.2
866405.E
62.2
62+00
100
2974160.9
866317.1
62.2
63+00
100
2974207.E
866228.7
62.2
64+00
100
2974254.3
866140.3
62.2
65+00
100
2974301.0
866051.9
62.2
66+00
100
2974347.7
865963.5
62.2
67+00
100
2974394.4
865875.0
62.2
68+00
100
2974441.1
865786.E
62.2
69+00
103
2974489.1
865695.8
62.2
70+03
97
FASTING
NORTHING
AZIMUTH
STATION ID
PERPENDICULAR
DISTANCE TO NEXT
2974634.E
866609.8
62.2
71+00
100
2974681.3
866621.4
62.2
72+00
100
2974628.0
866432.9
62.2
73+00
100
2974674.7
866344.E
62.2
74+00
100
2974721.4
866266.1
62.2
76+00
100
2974768.1
866167.7
62.2
76+00
100
2974814.9
866079.3
62.2
77+00
100
2974861.E
864990.9
62.2
78+00
100
2974908.3
864902.4
62.2
79+00
116
2974962.0
864800.8
62.2
80+16
86
2976001.7
864726.E
62.2
81+00
100
2976048.4
864637.2
62.2
82+00
100
2976096.2
864648.8
62.2
83+00
100
2976141.9
864460.4
62.2
84+00
100
2976188.E
864371.9
62.2
86+00
100
2976236.3
864283.E
62.2
86+00
100
2976282.0
864196.1
62.2
87+00
100
2976328.7
864106.7
62.2
88+00
167
2976401.9
863968.2
62.2
89+67
43
2976422.E
863930.1
61.E
90+00
100
2976470.4
863842.3
61.E
91+00
100
2976618.2
863764.4
61.E
92+00
100
2976666.0
863666.E
61.E
93+00
100
2976613.8
863678.7
61.E
94+00
100
2976661.E
863490.9
61.E
96+00
100
2976709.3
863403.0
61.E
96+00
100
2976767.1
863316.2
61.E
97+00
100
2976804.9
863227.3
61.E
98+00
100
2976862.7
863139.E
61.E
99+00
99
2976900.2
863062.2
61.E
99+99
101
2976961.1
862966.4
61.E
101+00
100
2976001.7
862879.2
61.E
102+00
100
2976062.3
862792.9
61.E
103+00
100
2976102.9
862706.7
61.E
104+00
100
2976163.E
862620.4
61.E
106+00
100
2976204.1
862634.2
61.E
106+00
100
2976264.7
862447.9
61.E
107+00
100
2976306.3
862361.7
61.E
108+00
100
2976366.9
862276.4
61.E
109+00
99
2976406.1
862189.9
69.E
109+99
101
2976467.1
862102.9
69.E
111+00
100
2976607.7
862016.E
69.E
112+00
100
2976668.3
861930.4
69.E
113+00
100
2976608.9
861844.1
69.E
114+00
100
2976669.E
861767.9
69.E
116+00
100
2976710.1
861671.E
69.E
116+00
100
2976760.7
861686.4
69.E
117+00
100
2976811.3
861499.1
69.E
118+00
100
2976861.91
861412.9
69.E
119+00
99
2976911.9
861327.7
69.E
119+99
101
2976963.1
861240.4
69.E
121+00
100
2977013.7
861164.1
69.E
122+00
100
2977064.4
861067.9
69.E
123+00
100
2977116.0
860981.E
69.E
124+00
100
2977166.E
860896.4
69.E
126+00
100
2977216.2
860809.1
69.E
126+00
100
2977266.8
860722.9
69.E
127+00
100
2977317.4
860636.E
69.E
128+00
100
2977368.0
860660.4
69.E
129+00
133
2977436.1
860436.0
69.E
130+33
67
2977467.0
860376.E
69.E
131+00
100
2977614.3
860288.E
69.E
132+00
100
2977661.E
860200.4
69.E
133+00
100
2977608.9
860112.3
69.E
134+00
100
2977666.2
860024.2
69.E
136+00
100
2977703.E
869936.1
69.E
136+00
100
2977760.9
869848.0
69.E
137+00
128
2977811.3
869736.E
69.E
138+28
72
2977849.E
869674.1
69.E
139+00
100
2977902.3
869689.2
69.E
140+00
100
FASTING
NORTHING
AZIMUTH
STATION ID
PERPENDICULAR
DISTANCE TO NEXT
2977966.1
869604.3
69.6
141+00
100
2978007.9
869419.4
69.E
142+00
100
2978060.7
869334.E
69.E
143+00
100
2978113.E
869249.E
69.E
144+00
100
2978166.3
869164.E
69.E
146+00
100
2978219.1
869079.7
69.E
146+00
100
2978271.9
868994.8
69.E
147+00
100
2978324.7
868909.9
69.E
148+00
100
2978377.E
868824.9
69.E
149+00
100
2978430.3
868740.1
69.E
160+00
100
2978481.0
868663.8
69.E
161+00
100
2978631.E
868667.E
69.E
162+00
100
2978682.2
868481.3
69.E
163+00
100
2978632.8
868396.0
69.E
164+00
100
2978683.4
868308.8
69.E
166+00
100
2978739.9
868226.3
69.E
166+00
100
2978796.4
868143.8
69.E
167+00
100
2978862.9
868061.3
69.E
168+00
100
2978909.4
867978.8
69.E
169+00
101
2978966.E
867896.3
69.E
160+O1
99
2979013.E
867808.3
69.E
161+00
100
2979060.9
867720.3
69.E
162+00
100
2979108.4
867632.3
69.E
163+00
100
2979166.9
867644.2
69.E
164+00
100
2979203.3
867466.2
69.E
166+00
100
2979260.8
867368.2
69.E
166+00
100
2979298.3
867280.2
69.E
167+00
100
2979346.8
867192.2
69.E
168+00
100
2979393.3
867104.2
69.E
169+00
72
2979427.7
867040.4
69.E
169+72
127
2979492.3
866930.E
69.E
171+00
100
2979642.9
866844.2
69.E
172+00
100
2979693.E
866768.0
69.E
173+00
100
2979644.2
866671.8
69.E
174+00
81
2979686.3
866601.8
69.E
174+79
119
2979746.4
866499.3
69.E
176+00
100
2979796.1
866413.0
69.E
177+00
100
2979846.7
866326.8
69.E
178+00
100
2979897.3
866240.E
69.E
179+00
90
2979942.7
866163.1
69.E
179+90
110
2979998.E
866068.1
69.E
181+00
100
2980049.2
866981.8
69.E
182+00
100
2980099.8
866896.E
69.E
183+00
100
2980160.4
866809.4
69.E
184+00
90
2980196.8
866732.1
69.E
184+90
110
2980261.7
866636.9
69.E
186+00
100
2980302.3
866660.E
69.E
187+00
100
2980362.9
866464.4
69.E
188+00
100
2980403.E
866378.1
69.E
189+00
89
2980448.E
866301.2
69.E
189+87
111
ID
FASTING
NORTHING
ELEV.
DESC.
FW0050
2,970,021.75
871,368.17
30.85
DISK
FW0061
2,977,204.8E
859,358.84
9.17
DISK
DK3521
2,979,783.79
854,412.25
11.64
DISK

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I NOTE #4
APPROXIMATE SHIPWRECK
TOE OF DUNE
APPROXIMATE SHIPWRECK
FRAGMENTS LOCATION.
FRAGMENTS LOCATION. SEE 2022 MHW (1.18')
SEE NOTE 4.
5
a
SEAWARD DUNE
TOE OF DUNE
NOTE #4
SEAWARD TOE OF FILL
v3
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AS SHOWN ON
6Y
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LANDWARD BERM CREST
NOVEMBER 4, 2021 PLANS
F29
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LANDWARD SEAWARD DUNE
DUNE CREST CREST SEAWARD BERM CREST
DSO
2022 MLW (-2.05)
/
LANDWARD DUNE
I
SUBLINE NO. 4
CREST
j
SUBLINE NO. 3
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1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
s 4. TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME ON -SHORE WITHIN
100 METERS OF THE SHIPWRECK FRAGMENTS.
LEGEND:
Q1+80
BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
DRAWING NO.
OV-1
SHEET 3 OF 18

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LANDWARD BERM CREST
SEAWARD TOE OF FILL
AS SHOWN ON
SEAWARD BERM CREST NOVEMBER 4, 2021 PLANS
SEAWARD TOE OF FILL 2022 MHW (1.18')
5 I
I
2022 MLW (-2.05')
SUBLINE NO. 5
NOTES:
1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
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wa
m�
LEGEND:
Q1+80 BASELINE STATION
DRAWING NO.
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
OV_2
MUNICIPAL BOUNDARY
SHEET 4 OF 18

i
n. I
TOWN OF l
KILL DEVIL HILLS n I
J
J
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J =
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Y 0
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r LANDWARD
DUNE CREST o0 0-!o o +
o + +
+ N
+ 179+8
184+9
TOE OF DUNE
SEE NOTE #5
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0
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7
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=
€ NOTES:
1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 185+50 TO 190+80 AND 144+00 TO 164+00.
THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD LIMIT OF FILL".
5. INTERSECTION OF TOE OF DUNE AND EXISTING GRADE WILL BE BASED ON CONDITIONS AT TIME OF
CONSTRUCTION.
6. LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
3 IN ACCORDANCE WITH NCAC 07K .0212
7. LANDWARD DUNE SLOPE WILL BE THE NATURAL ANGLE OF REPOSE.
n
O
Lo
P
C
0 O
Z
am
3
ai
ci
8
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W O
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174+7 — — -- — —-R••
VIRGINIA DARE TRAIL NORTH ,
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a a
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SEAWARD BERM CREST 2022 MHW (1.18') zn
TOE OF FILL
O
SEAWARD TOE OF FILL
U)
2022 MLW (-2.05')
AS SHOWN ON
c
o
nn
NOVEMBER 4, 2021
PLANS
oz
N
ATLANTIC
N
3
OCEAN
c
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LEGEND:
Q1+80
BASELINE STATION
DRAWING NO.
—
— —
— 2022 MEAN HIGH WATER (1.18')
_
— — —
— 2022 MEAN LOW WATER (-2.05')
PV- 1
— —
MUNICIPAL BOUNDARY
SHEET 5 OF 18

I
HALLETT ST.,
DUNE ELEVATION TRANSITIONS FROM
18 FT. NAVD88 AT STATION 157+00
TO 15 FT. NAVD88 AT STATION 157+50
LANDWARD DUNE CREST
SEAWARD D(1NE CREST
I
1 (15 FT NAVD88)
t
160+0 -
o
155+
HALLETT ST
LANDWARD DUNE CREST
SEAWARD DUNE CREST
(18 FT NAVD88)
TOE OF DUNE -\
+
+
G
- 149+
+ + p
1
ti
w
I
/
/
SEE NOTE #5
/
I
/
SEAWARD BERM CREST
N 0
/
z
:K L
/
SEAWARD TOE OF FILL
/
0
n
2022 MHW (1.18')
z
/
0
c
z
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/
SUBLINE NO. 3
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/
0
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/
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ATLANTIC
:: :.... _..........
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OCEAN
# NOTES:
1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 185+50 TO 190+80 AND 144+00 TO 164+00,
THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD LIMIT OF FILL".
5. INTERSECTION OF TOE OF DUNE AND EXISTING GRADE WILL BE BASED ON CONDITIONS AT TIME OF
CONSTRUCTION.
6. LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
IN ACCORDANCE WITH NCAC 07K .0212
7. THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS.
BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS.
8. TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS
OF THE SHIPWRECK FRAGMENTS.
9. UPON COMPLETION OF THE TOWN OF KITTY HAWK PROJECT, CONSTRUCTION ACCESSES AND STAGING AREAS
SHALL NO LONGER BE USED AND SHALL BE RESTORED WITHIN 14 DAYS.
10.LANDWARD DUNE SLOPE WILL BE THE NATURAL ANGLE OF REPOSE.
F 'I
INU HKCH
PROJECT Y o
BASELINE
o�
o � +
VIRGINIA DARE TRAIL NOR
- CONSTRUCTION
ACCESS
APPROXIMATE SHIPWRECK
FRAGMENTS LOCATION. SEE
NOTES 9 AND 10.
LEGEND:
Q1+80
I� 100 ° I Z a
GRAPHIC SCALE IN FT W
0 0
of M
138+28 — __ i3'
- N.C. 12
n
0
Ln
A
n
0
0
z
D
N
3
:
m
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 4, 2021
PLANS
BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
Z Z
Z
W z_
Z J
OO
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V
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DRAWING NO.
PV-2
SHEET 6 OF 18

377
.+
. .._ !
I '
D
N
Z
C
-I
; j NOTES:
125
1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
e 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
s 4. LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
IN ACCORDANCE WITH NCAC 07K.0212
- N
.. •. < -ate . a�. --
R :� • r _ iIf
LINDBERGH AVE
rn
o ioo zoo � I Z a
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iF O W
GRAPHIC SCALE IN FT W
o I Z Z
NI
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0
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c( °�` s o o o I 0 M
a
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+ O
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+ + N_ ,. 105+0 WVW O
__ _ i£
± =
t N 109+9 _ - 1 0 w
_ 115+0 _ a
VIRGINIA DARE TRAIL NORTH N.C. lei` I a 0 O
LL_
>}, >i Ij Z ~
LANDWARD — 1L
BERM CREST•�� y OLL
W
n w
Q
Q In J W
W Z J
m Z U'
" 1 00 ,
L7
W
m Z
_ M J Z
W
2022 MLW (-2.05') SEAWARD
BERM CREST
2022 MHW (1.18')
SEAWARD TOE OF FILL
AS SHOWN ON
SEAWARD NOVEMBER 4, 2021
TOE OF FILL n PLANS
LEGEND:
Q1+80
BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
E
E a E
UY zY via lg
I a
Lu Lu Y E3 J
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Q F V
r[ L-L' W
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ono
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COD
DRAWING NO.
PV-3
SHEET 7 OF 18

r
ON
-4�
- �. •: TOWN OF KITTY HAWK
w
t u
', •� J O -
+ +` �7
w
+ + � ° 89+57
+
95+00
RL- y
LANDWARD
BERM CREST
I
I
I
4
I
I
SEAWARD
BERM CREST
SEAWARD
TOE OF FILL
SUBLINE NO. 4
a
NOTES:
1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4. LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
IN ACCORDANCE WITH NCAC 07K .0212
5. THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS.
BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS.
6. TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS
OF THE SHIPWRECK FRAGMENTS.
85+00
A — ...
�N
0 i00 zoo
GRAPHIC SCALE IN FT
Y
x o
+ 1 + + +
80+1 _ ^ 75+0
VIRGINIA DARE TRAIL NORTH - N.C. 12,
'1
1.„
2022 MLW (-2.05') J
2022 MHW (1.18')
APPROXIMATE SHIPWRECK
SEAWARD TOE OF FILL
FRAGMENTS LOCATION.
� t�
CAS SHOWN ON
o SEE NOTES 5 AND 6.
oz
NOVEMBER 4, 2021
p
PLANS
c
c C
C
n
n
n n
O
O
z
O 0
z
z
D
N
N N
N
_
3
3
C C
C
C
C
N
0
C
N
N N
ATLANTIC
OCEAN Aim
LEGEND:
Q1+80
BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
E E
E o_ a E
UY zY vilg
tQ
w4
OJ
Y O
3aQ
M'z
L-Lj� w
=O >
zzz g
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a�
wQ
mo
DRAWING NO.
PV-4
SHEET 8 OF 18

I
Lf)
CI
al
Lu
z
J
x
U
Q
I ilk
H
w
z
z
m
M
_a a_ 40+2 M _-
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w '
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a, t a - 4 0
7 PROJECT %,` -a r
0 0 BASELINE o 0 0
M ' M 30+06
25
N N N i��1777 N +
' +0(Y 20+03
35+0 _ _-
M ..
VIRGINIA DARE TRAIL NORTH N.C. 12 0
_ — - dw _
ODD
1 ;r
LANDWARD
BERM CREST
2022 MLW (-2.05') -/
n
2022 MHW (1.18') z
P
C
0
Z
D
N
N
3 NOTES:
1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
4. LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
¢ IN ACCORDANCE WITH NCAC 07K .0212
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SUBLINE NO. 5
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
I
I
I
I
I
I
I
I
I
I
I
SEAWARD TOE OF FILL
AS SHOWN ON
NOVEMBER 4, 2021 PLANS
ATLANTIC
OCEAN
SEAWARD BERM CREST
n SEAWARD TOE OF FILL
0
U)
A
C
0
D
N
N
O
m
M
A
0 100 200
Z
(L
GRAPHIC SCALE IN FT
W
W
Z Z
Z
W z_
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00
W
it
w
G' d'
a O
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w w
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W
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LEGEND:
Q1+80 BASELINE STATION
DRAWING NO.
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
PV-6
MUNICIPAL BOUNDARY
SHEET 10 OF 18

1 15+00
r�
ID
a
z
Ln OPAL
Co1�S�� w e
3 O
2
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Lu
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o BASELINE
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PELICAN WATCH WAY -
o + o 0 1
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� ►�., i � y y •� }. i+
LANDWARD ACCESS I 1�+
BERM CREST
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SEAWARD BERM CREST
SEAWARD TOE OF FILL
2022 MHW (1.18')
2022 MLW (-2.05')
O O
z z
z
C C
n n
O O
z z
N N N
3
3
C
C
N
IV
NOTES:
1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020.
2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983 (NAD83).
3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88).
_ 4. LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION
IN ACCORDANCE WITH NCAC 07K .0212
5. UPON COMPLETION OF THE TOWN OF KIM HAWK PROJECT, CONSTRUCTION ACCESSES AND STAGING AREAS
SHALL NO LONGER BE USED AND SHALL BE RESTORED WITHIN 14 DAYS.
6. TRANSITION BETWEEN KITTY HAWK PROJECT AND SOUTHERN SHORES PROJECT WILL BE DETERMINED AT THE TIME
s OF CONSTRUCTION.
KITTY HAWK PIER
o SEAWARD TOE OF FILL
co AS SHOWN ON
c NOVEMBER 4, 2021 PLANS
O
z
N
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SEE NOTE #6
ATLANTIC
OCEAN
TOWN OF SOUTHERN SHORES' ,
0
0 0 0
+
+ ss-o
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0
FF }
LEGEND:
Q1+80
�N
i
100 2
GRAPHIC SCALE IN FM
BASELINE STATION
2022 MEAN HIGH WATER (1.18')
2022 MEAN LOW WATER (-2.05')
MUNICIPAL BOUNDARY
z a
Z
W
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10
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DISTANCE ALONG PROFILE (FEET)
PROFILE: 5+00
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PROFILE:30+06 Z a
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to
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\
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100 200 300 400 500 600 700 800 0
DISTANCE ALONG PROFILE (FEET)
PROFILE: 20+03
n
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_________
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—
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= EL. 2.0 5'
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100 200 300 460 560 600 700 800 0
DISTANCE ALONG PROFILE (FEET)
PROFILE: 9+99
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v
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\
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- - - - -
EL. 6.0'
— —
—
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= EL. 2.0 5'
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51 0
;1 LEGEND
- - - - - EXISTING G
3 DESIGN TE
"----------- MEAN HIGH
— — — MEAN LOW
- - - - - - - TOLERANCE
25
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25
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= EL.--Lo5'
\
100 200 300 400 500 600 700 800 0
DISTANCE ALONG PROFILE (FEET)
PROFILE: 25+00
Z
Z
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0
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MLW
- EL..=2.05'
5 - 5
100 200 300 400 500 600 700 800 0
DISTANCE ALONG PROFILE (FEET)
o 10 z0
RADE, MAY 31, 2022
MPLATE VERTICAL GRAPHIC SCALE IN FT
WATER LINE (MHW)
WATER LINE (MLW) 0 100 200
HORIZONTAL GRAPHIC SCALE IN FT
25
1 1
25
20
20
15
Lu
10
10
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5
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5
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0
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0
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100 200 300 400 500 600 760 800
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DISTANCE ALONG PROFILE (FEET) 6Y vY ;a 8
PROFILE:40+24 o F
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__________________
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= EL.=2.05'
5 - 5
100 200 300 400 500 600 700 800 0
DISTANCE ALONG PROFILE (FEET)
25
20
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as
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15
10
5
Lua
W J
0
3a�
J
-5
= z v
LL
Lu
�F,
a
10
0
Luz
J_
00�
LL
zzz _
100 200 300 400 500 600 700 800 0 w p w
DISTANCE ALONG PROFILE (FEET) ~ a ui
a m
co
DRAWING NO.
NOTES: 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). �/V c _1
2. SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC.
SHEET 12 OF 18

25
20
~ w 15
10
a
z 5
Z
O 0
H
a
w -5
w
-10
15
25
20
~ 15
10
i
a
z 5
Z
O 0
a
w _5
w
-10
15
25
20
w 15
10
a
z 5
z
O
0
w -5
w -10
15
PROFILE: 45+00
N
,p
O
M
z
\
El.
6.0'
\
____________________
________\--
--\-\ �1
______MH__
—EL. -_
MLW
= EL.=2.05'
0
25
25
20
20
15
w
15
10
10
a
5
z
5
Z
0
0
a
-5
w
-5
-10
IC
-10
9C
PROFILE: 60+50
O
O
+
+
l
\
El-
6.0'
-
\\
10
\
+
MLW
= EL.=2.05'
160 260 360 400 560 600 700 800 1J 1J 0
DISTANCE ALONG PROFILE (FEET)
PROFILE: 50+28
v
�
M
N
\\
z
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\�---
E
. 6.0'
i \ 10
---- _---------------------------
}__ \ \ -
__________
__________
_______--
= EL-----
—
— —
y
—
—
— MLW
= EL.=2.05'
�\\
z
0
25
25
20
20
15
w
15
10
10
a
5
z
5
Z
0
0
a
-5
J
w
-5
-10
15
-10
15
25
25
20
20
15
w
15
10
>
10
a
5
z
5
Z
0
0
a
5
w
-5
10
15
-10
15
PROFILE:75+00 Z a
rx
(\
W
N
----
— — —
EL. 6
0' Nry
N
\ \ --j1
c7
MH
=EL_1_18'
\
MLW
= EL.=2.05'
100 200 300 400 500 600 700 860 0
DISTANCE ALONG PROFILE (FEET)
PROFILE: 65+00
+
o
----
— — — —
EL. Eff
ai
N
\ \ 10
-------------------
-
-----
--\ ----
- r-----
----------
____MH
- --
= EL. 1.18'
---------
=EL.=2.05'
_---
--
�\
—
--
—MLW
100 260 360 400 560 600 700 800 0
DISTANCE ALONG PROFILE (FEET)
PROFILE: 55+00
� \
O
M
M
N
\
z
z
\E
L. 6.0'
\
\\ 10
\\ \_________
1
+
a __________
MH
____________________
= EL. 1.18'
— —
— —
— —
—
—
— —
— MLW
= EL.=2.05'
0
LEGEND:
EXISTING G
DESIGN TE
MEAN HIGH
MEAN LOW
- - - - - - - TOLERANCE
25
25
20
20
15
w
15
10
10
a
z
5
5
z
O
0
F
0
a
5
J
-5
w
10
-10
15
15
25
25
20
20
15
w
15
10
10
a
5
z
5
Z
0
0
a
-5
J
w
-5
-10
15
-10
15
25
W .
W V
20
Z
,Z
V
Z
15
W z
10
C 0
F. 4
N
5
C1
W �.%
F.
0
Oa,
a
�
d O
-5
J Z
~
-10
4 LL
ll� O
021 w
0-
H
a w
0
15
O
JNw
100 200 300 400 500 600 700 800 V 0 z
co z
DISTANCE ALONG PROFILE (FEET) 0 ° w
0
aZw
—z
PROFILE:80+15
a3w
\
----
EL. 6.
OJ
+
----------
---------
----------
\\101
-\--1 [----
z
MH
=EL. 1.18'
-
—
— —
—
— —
— MLW
= EL.=2.05'
100 200 300 400 500 600 700 800 0
DISTANCE ALONG PROFILE (FEET)
PROFILE: 70+03
�V
\
`
--
EL.
.0'
1!
m
__________
_________
____
__z_____ ________
MH
__________
= EL. 1.18,
MLW
= EL.=2.05'
\
100 200 300 400 500 600 760 800 0
DISTANCE ALONG PROFILE (FEET)
0 10 20
RADE, MAY 31, 2022
MPLATE VERTICAL GRAPHIC SCALE IN FT
WATER LINE (MHW)
WATER LINE (MLW) 0 100 200
HORIZONTAL GRAPHIC SCALE IN FT
25
25
20
20
15
w
15
10
>
10
a
5
z
5
z
O
0
0
a
-5
J
w
-5
-10
15
-10
15
25
20
15
10
5
0
-5
-10
15
100 260 300 400 500 600 700 800
DISTANCE ALONG PROFILE (FEET) vY vY ;Q
U C U
PROFILE:85+00 o w
n m BE
N
17 O
�O
17
\
�
\\
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s
z
�
EL. 6.0
+
----------
---------
\
---------
\ i 10
\ \--1
----- ---
z
---------
----------
MH
--------------------
= EL. 1.18'
MLW
= EL.=2.05'
\
100 200 300 460 500 600 700 800 0
DISTANCE ALONG PROFILE (FEET)
25
20
v¢
0
ALL
0
; o
0
sa
-
15
10
5
z
w�
0
810
Ln
2� a Q
J
-5
= z v
LL
.-a
-10
Y n z
J_
15
O0�
0
LL
zzz 2
100 200 300 400 500 600 700 800 0 w
DISTANCE ALONG PROFILE (FEET) ~ a a co
m 0
DRAWING NO.
NOTES: �/
1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). V C _ 2
2. SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC. J
SHEET 13 OF 18

25
20
~ w 15
10
a
z 5
Z
O 0
H
a
w -5
w
-10
15
25
20
~ 15
w
10
a
z 5
Z
O 0
H
a
w _5
w
-10
15
25
20
w 15
10
a
z 5
Z
O 0
a
w _5
w -10
15
PROFILE: 89+57
/ 1
/ 1
+
1
\
----
EL. 60'
n
N
\�
\ \�1
__
_ ______
__________
MH
___________
=EL. 1.18'
MLW
= EL.=2.05'
0
25
25
20
20
15
w
15
10
10
a
5
z
5
Z
0
0
a
-5
w
-5
-10
-10
PROFILE: 105+00
N
�
z
z
\
N
\\�1
MH
= EL. 1.18'
—
—
— —
— —
— MLW
= EL.=2.05'
100 200 300 400 500 600 700 800 1J 1J 0
DISTANCE ALONG PROFILE (FEET)
PROFILE: 95+00
iO
I
\
----
EL.
6.0'
M
+
\ 10
�- \\
z
_______
= EL. 1.18'
\ \
MLW
= EL.=2.05,
0
25
25
20
20
15
w
15
10
10
a
5
z
5
Z
0
0
a
-5
J
w
-5
-10
15
-10
15
25
25
20
20
15
w
15
10
>
10
a
5
z
5
Z
0
0
a
-5
w
-5
-10
15
-10
15
PROFILE:119+99 Z a
m
h\
I �
I \
o?
+
+
m
+
0
z
U'
z
EL. 6.0'
\ 10
\ \�1
MHV
EL. 1.18'
\\
MLW
= EL.=2.05'
100 200 300 400 500 600 700 800 0
DISTANCE ALONG PROFILE (FEET)
PROFILE: 109+99
o
v
z
Z
\
----
EL. 60'
v
+
\ \ 10
\
\\
�1
z
MH
= EL. 1.18'
MLW
= EL.=2.05'
100 200 300 400 500 600 700 800 0
DISTANCE ALONG PROFILE (FEET)
PROFILE: 100+00
r
�l
----
EL.
6.0'
m
\
\ \ 10
z
MH
-----------------------
=EL_1_18'
MLW
= EL.=2.05'
0
LEGEND:
EXISTING G
DESIGN TE
MEAN HIGH
MEAN LOW
------- TOLERANCE
25
25
20
20
15
w
15
10
10
a
z
5
5
Z
0
0
a
-5
J
-5
w
-10
15
-10
15
25
25
20
20
15
w
15
10
10
a
5
z
5
Z
0
0
a
5
J
w
-5
10
15
-10
15
25
W .
W V
20
Z Z
Z
15
W z
10
0
F.
N
5
0Q
W �.%
F.
0
12 �
d O
a
-5
J Z
~
-10
Q LL
O
of w
a
H
a w
0
15
O
JNw
100 200 300 400 500 600 700 800 V o z
co z
DISTANCE ALONG PROFILE (FEET) ° ° w
0
aZw
-z
PROFILE: 125+00
M J z
a3w
h
\
EL. 6.0'
\ \ 10
EL. 1.18'
MLW
= EL.=2.05'
100 200 300 400 500 600 700 800 0
DISTANCE ALONG PROFILE (FEET)
PROFILE: 115+00
\ z
z
-
----
EL. 6.0'
o
\\ 10
\\ 1
v
U
MLW
= EL.=2.05'
100 200 300 400 500 600 760 800 0
DISTANCE ALONG PROFILE (FEET)
0 10 20
RADE, MAY 31, 2022
MPLATE VERTICAL GRAPHIC SCALE IN FT
WATER LINE (MHW)
WATER LINE (MLW) 0 100 200
HORIZONTAL GRAPHIC SCALE IN FT
25
25
20
20
15
w
15
10
>
10
a
5
z
5
Z
0
0
a
-5
J
w
-5
-10
15
-10
15
25
20
15
10
5
0
-5
-10
15
100 200 300 400 500 600 700 800
z.
DISTANCE ALONG PROFILE (FEET) vY
U C U
PROFILE:130+33 0
n m BE
J \
W
Ql
IT
+
\
EL. 6.0'
N
m
\
\
10
\ �1
z
_
MH
_
-EL. 1_18'
\
MLW
= EL.=2.05'
�a\
100 200 300 400 500 600 700 800 0
DISTANCE ALONG PROFILE (FEET)
25
20
v¢
0
ALL
0
; o
0
sa
-
15
10
5
a
wz
0
810
Ln
J
-5
= z v
LL
xF-
�
a
ZO
Y(nz
J_
15
O 0
�
LL
z z z 2
100 200 300 400 500 600 700 800 0 w 0 w
DISTANCE ALONG PROFILE (FEET) ~ a a co
mo
DRAWING NO.
NOTES:
XS-3
1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
2. SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC.
SHEET 14 OF 18

25
20
~ w 15
w
� 10
Q
z 5
Z
_O 0
H
a
w -5
w -10
15
PROFILE:135+00 o PROFILE:149+99 PROFILE:165+00 C9 a
Z
n\
I \
N
IT
+
I
+
I
�\ z
z
--
---�
EL. 6.0'
\ 10
\\ 1
MH
EL_1_18'
_
MLW
= EL.=2.05'
25
25
20
20
15
w
w
15
10
>
10
Q
5
z
5
Z
0
L
0
a
5
w
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-10
15
-10
15
z
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3
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1
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\\--------�
----
---
EL. 6.
\ to
oR
\�
------- MH y
L__EL_1_18_
—\\\
—
— =2.05'
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25
25
20
20
w
15
w
15
10
10
Q
5
z
5
Z
0
0
a
-5
Lu
w
-5
-10
15
-10
15
I
o
+
i \
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—_
-----I
L. 6.0'
\ to
\�
\
1_________
MH
_________
_________
____ �____
_____vz
_ ______
_ _______
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MLW
= EL.=2.05'
\
z
\
25
w
w cj
20
Z Z
3
15
Z
W z
10
0 C
M
a
5
0
w
N
U
f
0
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a
0
a o
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J Z
~
,
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F 0
0
N
omw
15
0
N w
0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 OR z
z
DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) 0 ° w
Lu
¢zw
-z
PROFILE: 138+28 PROFILE: 155+00 PROFILE: 169+70 w
G
25
20
~ 15
w
10
Q
Z 5
Z
O 0
a
-5
w
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- 15
I
I
n
\
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L—
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EL. 6.0'
+
__________
_
1______\�1
10
_________
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— —
— —
MLW
= E L ..=2.0 5'
25
25
20
20
15
W
15
10
10
Q
5
z
5
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0
0
a
-5
Lu
w
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15
-10
15
0
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EL. 18.0'
N
I
\
+
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_----
—�
EL. 6.0'
---------
------
N
--------
------\
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-------
MH
---------
EL. 1.18'
-_-------
MLW
= EL.=2.05'
25
25
20
20
15
w
Lu
15
10
10
Q
5
z
5
Z
0
0
a
5
Lu
w
-5
-10
15
-10
15
m
N
%\J
I
Z
L.6.0'
_________
_________
____\ `___
10
____ \
_________
M________
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__EL_1_1-
25
20
15
10
yx
O
5
4 W
0
-5
10
15
0 100 200 300 400 500 600 700 800
0 100 200 300 400 500 600 760 800
0 100 200 300 400 560 600 760 860
E
DISTANCE ALONG PROFILE (FEET)
DISTANCE ALONG PROFILE (FEET)
DISTANCE ALONG PROFILE (FEET)
vY
vY
;a
s
PROFILE:145+00
PROFILE:160+00
PROFILE:174+79
o
F
n
c�
N
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O
n
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25
20
d Lu w 15
LL
10
Z 5
0 0
w -5
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w -10
0
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EL. 18.0'
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`\—JI (Nv'
3 1
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N
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\
10 ^�
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rn \
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MH
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= EL. 1.18'
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= EL.=2.05'
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\v
25
15 15
25
20
20
15
w
15
10
10
Q
5
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5
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0
0
0
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w
-5
-10
-10
o+
+
r / 1
EL. 15.0'
m +
3 1
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—
6 —
MLW
—
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z
\
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N
i
25
15 15
25
20
20
15
w
15
10
10
Q
5
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5
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0
0
0
5
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5
-10
-10
n`
I \
+
I
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\ `
10
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= EL. 2.0 5'
\
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25
20
15
as
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5�
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v
15
10
5
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0
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a
10
Lz
J
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15
0 100 200
300 400 500 600 700 800
0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800
zzz x
0 w o a
m
DISTANCE ALONG PROFILE (FEET)
DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET)
aLu a
mo
LEGEND:
i
0 10 20
NOTES:
� — — — — — EXISTING GRADE, MAY 31, 2022
DRAWING NO.
3 DESIGN TEMPLATE
VERTICAL GRAPHIC SCALE IN FT
1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
---------- MEAN HIGH WATER LINE (MHW)
2. SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC.
_ — — — MEAN LOW WATER LINE (MLW)
0 100 200
3. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 185+50 TO 190+80 AND 144+00 TO
vc _4
nJ
------- TOLERANCE
164+00 FOR A TOTAL OF 2,530 LINEAR FEET. THE KITTY HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE O
s
THE EXISTING STRUCTURES AS BEST AS PRACTICAL OR THE EXISTING SEAWARD FACE OF THE DUNE,
HORIZONTAL GRAPHIC SCALE IN FT
WHICHEVER IS FARTHER SEAWARD.
SHEET 15 of 18

N
O
m
A
m
M
PROFILE:179+88
O
m
Z a
25
25
rx
w
w
20
20
Z Z
Z
w
15
15
W Z
a
10
10
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5
5
M
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O
W
0
0
0 F.
a
W
L 0 U
J
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_rj
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J Z
W
Q 1L K V
10
10
y o
p m w
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-15
-15
0 o N w
�.% z
0 100 200
300 400 500 600
700 800
OR
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DISTANCE ALONG PROFILE (FEET)
0 ° w
¢zw
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PROFILE: 184+90
zm
25
25
20
20
~
W
15
15
Lu
W
10
10
N &
Q
p�
?
5
Elm
5
4 W
10
O
a
0
0
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5
-10
10
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-15
-15
0 100 200
300 400 500 600
700 800
DISTANCE ALONG PROFILE (FEET)
6Y
vY
;a
8
o
F
PROFILE:189+87
N
yZ
&
25
25
ca
e�
5�
;a
20
20
d w
15
15
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$
10
10
Q
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5
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3 Q J
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5
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0 a
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-10
Y '_^ °z �
a
-15
-15
z O z m
a
0 100 200
300 400 500 600
760 800
30 w � Q
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U III
m
a
DISTANCE ALONG PROFILE (FEET)
a
e
mo
LEGEND:
0 10 20
NOTES:
-----
EXISTING GRADE, MAY 31, 2022
DRAWING NO.
8
DESIGN TEMPLATE
VERTICAL GRAPHIC SCALE IN FT
1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
q----------
G — —
MEAN HIGH WATER LINE (MHW)
— MEAN LOW WATER LINE (MLW)
0 100 200
2. SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC.
3. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 185+50 TO 190+80 AND 144+00 TO
vc C
164+00 FOR A TOTAL OF 2,530 LINEAR FEET. THE KITTY HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE O
_
nJ J
-------
TOLERANCE
THE EXISTING STRUCTURES AS BEST AS PRACTICAL OR THE EXISTING SEAWARD FACE OF THE DUNE,
e
HORIZONTAL GRAPHIC SCALE IN FT
WHICHEVER IS FARTHER SEAWARD.
SHEET 16 of 18
r �
1 \
a
m
��
----
EL.
6.0'
�
\
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rn
l�
( \
O
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(
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C7
_______
M L W
= EL. =2.0 5'
- -
-
- -
-
a\
0
�
W
O
+
N
M
+
_________
_______MH
= EL.
MLW
= EL.=2.05'
v\a

LEGEND:
-66.0
MAXIMUM AFTER DREDGE ELEVATION (FT. NAVD88)
-64
BATHYMETRIC CONTOUR
®TAR
CULTURAL RESOURCE AVOIDANCE AREA (NO
DREDGE ZONE/NO ANCHOR)
Q
CPE-NC 2014 VIBRACORES
#
CPE-NC 2014 MAGNETIC ANOMALIES
0
CPE-NC 2014 SIDESCAN SONAR ANOMALIES
37
BORROW AREA COORDINATE ID (SEE TABLE)
TOWN OF SOUTHERN SHORES ALLOWABLE
DREDGE AREA VOLUME = 3,548,000 C.Y.
NOTES:
1. COORDINATES ARE IN FEET BASED ON NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM,
NORTH AMERICAN DATUM OF 1983 (NAD83).
2. BATHYMETRIC SURVEY PERFORMED MAY 19 - 22,
2021 BY McKIM & CREED.
3. ELEVATIONS ARE IN FEET BASED ON THE NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
4. THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS
SHOWN ARE THE MAXIMUM DEPTHS ALLOWED
WITHIN THE BORROW AREA PER THE PERMITS AND
BASED ON THE AD SURVEY.
5. THE CONTRACTOR MAY DISTURB UP TO 2 FEET
BENEATH THE MAXIMUM AFTER DREDGE
ELEVATION WITH THEIR EQUIPMENT (MAXIMUM
DISTURBANCE ELEVATION).
6. THE MATERIAL USED TO CONSTRUCT THE
TEMPLATE AS SHOWN IN THE PLANS FOR THE
TOWN OF SOUTHERN SHORES SHALL COME
SOLELY FROM THE AREA OUTLINED WITHIN
BORROW AREA A, REFERENCED AS THE
"SOUTHERN SHORES ALLOWABLE DREDGE AREA."
NO OTHER PORTIONS OF BORROW AREA A MAY BE
USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN
THE PLANS FOR THE TOWN OF SOUTHERN SHORES.
SEE TECHNICAL PROVISIONS 8.
BORROW AREA COORDINATE TABLE
POINT ID
EASTING
NORTHING
1O
3019370.9
854970.6
20
3017204.5
853123.7
O3
3017798.4
852448.2
®
3016995.7
851633.8
O5
3016928.0
851150.8
©
3017357.5
850708.4
O7
3018654.8
850392.9
®
3018932.5
850596.0
0
3019568.9
849757.4
10
3018120.0
848511.3
11
3018069.8
846700.6
12
3017289.0
846700.2
13
3017302.1
843966.8
14
3018139.0
842988.7
15
3017637.6
840084.1
16
3018653.3
839011.8
17
3019763.8
838967.9
18
3020753.7
838966.2
19
3021081.7
844430.1
20
3020569.7
845124.3
21
3021352.1
846205.8
22
3021047.1
846601.5
23
3022507.8
847829.8
24
3022106.3
849556.7
25
3021784.4
850590.2
26
3020836.5
851593.4
27
3021646.9
852335.9
28
3020574.6
853476.8
29
3019847.3
852740.9
30
3019168.0
853414.4
31
3019995.4
854247.1
32
3020095.7
849063.5
33
3019106.0
848168.8
34
3020217.4
847888.2
35
3019742.8
845124.3
36
3019120.7
843430.3
37
3019748.5
843429.8
38
3018069.8
844635.9
39
3020197.4
846629.9
40
3019050.6
846678.1
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1. ELEVATIONS ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL
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DATUM OF 1988 (NAVD88).
m o
2. BATHYMETRIC SURVEY PERFORMED MAY 19 - 22, 2021 BY MCKIM & CREED.
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3. THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS SHOWN ARE THE MAXIMUM
m
DEPTHS ALLOWED WITHIN THE BORROW AREA PER THE PERMITS AND
BASED ON THE AD SURVEY.
DRAWING NO.
4. THE CONTRACTOR MAY DISTURB UP TO 2 FEET BENEATH THE MAX AD
ELEVATION WITH THEIR EQUIPMENT (MAXIMUM DISTURBANCE ELEVATION).
5. CORES MAY NOT FALL DIRECTLY ON THE CROSS SECTION LINE, BUT ARE
XS_6
LOCATED SUFFICIENTLY CLOSE TO CONTAIN SIMILAR MATERIAL.
6. WIDTH OF LAYERS IS REPRESENTATIVE ONLY. ACTUAL MATERIAL MAY VARY.
SHEET 18 OF 18