20240426 Ver 1_More Info Received_20240528 (2)

I, CHARLES FRANCIS RIGGS. PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE
SURVEYED THE PROPERTY AS SHOWN HEREON IN
ACCORDANCE WITH THE STANDARDS OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROLINA. THAT
THE RATIO OF PRECISION AS CALCULATED BY
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NOTE
D.B. 5237, P. 690 STATES LOT B IS SUBJECT TO
DECLARATION OF COVENANTS, CONDITIONS AND
RESTRICTIONS FOR CAPE ISLAND IN BOOK 1467, PAGE 307
THEREFORE LOT B IS LIMITED TO 5,124 Sq.Ft.
OF IMPERVIOUS SURFACE.
PROPOSED IMPERVIOUS INCLUDING
RIGHT-OF-WAY CONCRETE DRIVE: 3,480 Sq.Ft.
IS LOCATED
IN FLOOD ZONE "AE" (EL.=12') WHICH IS A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
INSURANCE PROGRAM. COMMUTY PANEL NUMBER
370466 3720428700KNI. JUNE 19, 2020
THIS PROPERTY IS LOCATED WITHIN THE COASTAL BARRIER RESOURCE SYSTEM
L06, EFFECTIVE 10/01/1983. THIS AREA IS NOT COVERED BY FEDERAL FLOOD
INSURANCE FOR BUILDINGS CONSTRUCTED, PERMITTED, SUBSTANTIALLY
IMPROVED OR DAMAGED AFTER 10/01/1983.
WETLANDS
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
13.07'
S63'57'42"E
L2
16.24'
S47'29'19"W
L3
30.61'
N25'34'43"W
L4
23.30'
NO3'22'30"W
L5
37.14'
N4415'39"E
L6
66.50'
S00'32'49"E
L7
14.42'
S81'45'18"W
L8
22.20'
N58'00'10"W
9
12.44'
N17'12'28"W
0
IL
16.64'
N17'12'28"W
11
19.30'
N05'55'43"W
CURVE TABLE
CURVE #
LENGTH
RADIUS
CHORD
BEARING
Cl
20.10'
85.00'
20.05'
S70'27'38"E
C2
10.35'
85.00'
10.35
S80'43'24"E
EJ
NOW OR FORMERLY
VILLA CAPRIANI UNIT
OWNERS
D.B. 1364, P. 711
VILA CAPRIANI BOUNDARY
SURVEY
M.B. 31, P. 99
NOTE
PROPOSED DWELLING WITHOUT EAVES
= 1897 Sq.Ft.
PROPOSED IMPERVIOUS CONCRETE DRIVE
= 1466 Salt.
PROPOSED TOTAL IMPERVIOUS SURFACE
= 3363 Sq.Ft.
TOTAL LOT AREA
= 11284 Sq.Ft.
PROPOSED IMPERVIOUS AREA
= 29.8%
6R/W BOG)
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9s�F
UPLANDS 9<�
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W
NOTE
PROPOSED DWELLING IS TWO-STORY ON PILINGS
OVER CONCRETE SLAB, FULLY ENCLOSED BELOW.
PEAK OF PROPOSED DWELLING IS 39.0' ABOVE
SLAB ELEVATION.
404 WETLANDS SHOWN APPROVED BY US ARMY
CORPS OF ENGINEERS SAW-2023-00507
NORTH TOPSAIL BEACH UNIFIED DEVELOPMENT
ORDINANCE ALLOWS 30% MAXIMUM LOT COVERAGE.
PROPOSED 29.8%
/'IS'
\
PROPOSED � O,
18" RCP \ _)o
�7
I S�
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G
I
NOW OR FORMERLY I
CAPE ISLAND
HOMEOWNERS
COMMITTEE, INC.
D.B. 2166, P. 893 '
I
I
S70"54140"W 105.00'
NOW OR FORMERLY I
VILLA CAPRIANI UNIT OWNERS
D.B. 1364, P. 711 /
VILA CAPRIANI BOUNDARY
SURVEY
M.B. 31, P. 99
R/W— — — — — — — — — — — — — — — — — — — — — — —
NOW OR FORMERLY
JATWHIT, LLC.
D.B. 5451, P. 539
LOT A
LOTS AT ENTRANCE TO CAPE
ISLAND
M.B. 56, P. 55 N26"44'17"E
44.52'
49' 43 F- 90.00 29.00
N 6 2" CK o — � V. 404
-1.005' �TBA*WETLANDS'
r _
1 UPLANDS 1�6 Pt,� $000'�� P ROP �O S `� L I`
22.0' P��NG $orn�so
3?1 r W W W
F o. l � 404 zo Lit
/. WETLANDS
Q0 cr
N W Ze W ✓
I N v1O^���0 !lO •V-. ` N
O
UPLANDS LwW W W W IM
I l i N i
/
— — — —5' SETBACK
—(9-- —
N.C.S.R. 1568 (NEW RIVER INLET ROAD)
60' R/W (ASPHALT - PUBLIC)
PRELIMINARY PLOT PLAN
FOR
JATWHIT, LLC
LOT B, LOTS AT ENTRANCE TO CAPE ISLAND, M.B. 56, P. 55
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
JATWHIT, LLC, OWNER; D.B. 5451, P. 545
CAPE LANE
LOT B
11,284 Sq.Ft.
0.259 ACRES
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DETAIL
NOT TO SCALE
LEGEND
ZONED R-5 CC = CONTROL CORNER
ZONING SETBACKS ECM = EXISTING CONCRETE MONUMENT (FOUND)(CC)
FRONT = 20' EIP = EXISTING IRON PIPE (FOUND)
REAR = 15' OWNERS EIR = EXISTING IRON ROD (FOUND)
SIDE = 5' EMN = EXISTING MAGNETIC NAIL (FOUND)(CC)
JATWHIT, LLC EPK = EXISTING PARKER-KALON NAIL (FOUND)(CC)
TITLE SOURCE REFERENCES ERRS = EXISTING RAILROAD SPIKE (FOUND)
D.B. 5451, P. 545 D.B. 1364, P. 711 MBL = MINIMUM BUILDING LINE
D.B. 1467, P. 307 NMP =NON MONUMENTED POINT
TAX ID D.B. 2166, P. 893 R/W = RIGHT OF WAY
775-1.9 D.B. 5237, P. 690 SCM = SET CONCRETE MONUMENT (CC)
D.B. 5451, P. 539 SIP = SET IRON PIPE
PARCEL ID D.B. 5451, P. 545 SR = SET IRON ROD
063928 M.B. 31, P. 99 SMN = SET MAGNETIC NAIL (CC)
M.B. 35, P. 17 SPK = SET PARKER-KALON NAIL (CC)
M.B. 56, P. 55 q = CENTERLINE
GRAPHIC SCALE
30' 15' 0 30'
( IN FEET )
1 inch = 30 ft.
ACTUAL FIELD SURVEY DATE: N/A
MAPPING DATE: MAY 20, 2024
FIELD BOOK: N/A , PAGE: N/A
IPROJECT NUMBER: 24-01-04 I JTG
SHEET / OF

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WETLAND FILL
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6" CONCRETE o w
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18" REINFORCED CONCRETE PIPE
CONCRETE DRIVE. CULVERT & 404 WETLAND FILL DETAIL "A"
NOT TO SCALE
3" ABC
CL
WETLAND FILL
6" CONCRETE
18" REINFORCED CONCRETE PIPE
CONCRETE DRIVE CULVERT & 404 WETLAND FILL DETAIL "B"
NOT TO SCALE
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CONIOONCZ�S OIL 5,LI�5
GRAPHIC SCALE
30' 15' 0 30'
( IN FEET )
1 inch = 30 ft.
ACTUAL FIELD SURVEY DATE: N/A
MAPPING DATE: MAY 20, 2024
FIELD BOOK: N/A , PAGE: N/A
PROJECT NUMBER: 24-01-04 JTG
SHEET OF