25-24 Oversized Plans 11/2023

I, CHARLES FRANCIS RIGGS PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE
SURVEYED THE PROPERTY AS SHO HEREON IN
ACCORDANCE WITH THE STA °I9�CTICE
FOR LAND SURVEYING IN NORPI �i-IAT
THE RATIOOF PRECISIOhP . �s L I �13Y
LATITUDE I?t� DEPAk�Yit}ow- /I 10A -y
r
°°° °�i
THIS IS TO CERTIFY THA SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE "AE" (EL=11'+2'i WHICH IS A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
370466 3720425500K. DUNE 19, 2020
CURVE TABLE
CURVE #
LENGTH
RADIUS
CHORD
BEARING
C1
65.13'
127.50'
64.42'
S33'12'10"W
C2
20.62'
25.00'
20.04'
S57'57'44"E
C3
39.34'
1 45.00'
38-10'
N59`22-13"W
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
3.92'
N81'35'46"W
L2
33.52'
N47'57'15"E
L3
19.24'
N47'57'15"E
L4
21.63'
N53'58'26'E
L5
20.82'
N49'15'43"E
L6
1.01'
N49'15'43"E
L7
15.06'
N540414'E
L8
17.10'
N08-27.06"W
L10
22.92'
N54'30'57"E
L11
19.22'
N53'54'34"E
L12
14.38'
N57-28.42"E
L13
27.56'
N42'18'26"E
L14
31.16'
N05'35'15"E
L15
23.63'
N27'41'36"W
L16
7.69'
N39`09'40"W
L17
19.30'
S75'49'08"W
L18
12.70'
S38'59'41 "W
L19
8.01'
S51'23'44"W
L20
10.44'
S82'03'14"W
IMPERVIOUS SURFACE WITHIN 575' ORW SETBACK
PROPOSED DWELLING WITHOUT EAVES = 795 Sq.Ft.
PROPOSED CONCRETE POOL DECKING = 541 Sq.Ft.
PROPOSED PERVIOUS GRAVEL DRIVE - 0 Sq.Ft.
PROPOSED TOTAL IMPERVIOUS SURFACE = 1336 Sq.Ft.
TOTAL LOT AREA = 8033 Sq.Ft.
PROPOSED IMPERVIOUS AREA - 16.6%
PROPOSED DWELLING WITHOUT EAVES 1836 Sq.Ft.
PROPOSED CONCRETE POOL DECKING - 541 Sq-Ft.
PROPOSED PERVIOUS GRAVEL DRIVE = O Sq.Ft.
PROPOSED TOTAL IMPERVIOUS SURFACE = 2377 Sq.Ft.
TOTAL LOT AREA = 14039 SzFt.
PROPOSED IMPERVIOUS AREA = 16.9%
NOTE:
PROPOSED DWELLING IS TWO STORY
ON PILINGS OVER CONCRETE SLAB
ENCLOSED BELOW FOR ENTRY,
STORAGE & GARAGE..
PEAK OF PROPOSED DWELLING IS
413' ABOVE SLAB ELEVATION.
NOTE
AS PER D.B. 1003, P. 13
MINIMUM DWELLING: 1800 Sq.Ft.
MAXIMUM IMPERVIOUS SURFACE: 2500 Sq.Ft. \
NOTE
THIS PRELIMINARY PLOT PLAN IS SUBJECT TO BOTH
REVIEW & APPROVAL BY THE LOCAL JURISDICTION.
NOTE
GROUND: 126 Sq.Ft.
FIRST FLOOR: 1504 Sq.Ft.
SECOND FLOOR: 1504 Sa.Ft,
TOTAL FLOOR AREA: 3134 Sq.Ft.
AS PER HOUSE PLANS
NOW OR FORMERLY
HARK PROPERTIES. LLC
D.B. 2583, P. 503
M.B. 49, P. 108
PROPOSED 404 WETLAND FILL: 1528 Sq.Ft. 0.035 ACRES EIPEIP N46*12'45"E EIP
PROPOSED 404 WETLAND FILL 1.4- - NMP 34.0434.04'
WITHIN THE 575' ORW SETBACK: 590 Sq.Ft. 0-013 ACRES 404
NOW OR FORMERLY
YAWN
D.B. 2145, P. 409
LOT 5, SECTION 2
VILLAGE OF STUMP SOUND
M.B. 27, P. 111
•1 a6
L10 •'
R/W
1.5 rb
J 1
WETLANDS
15' SETBACK
/L19
--4� 1.8 ao
©IkPC'KvB r
Qb 2( 1.4'
00
G� `�O• 23
00
�OLO>r
rn
r°
o
SU, L1239.2' X o'
Z
X 7 L13 Im
404 CO
�w
WETLANDS g
590 Sq.Ft. OF
WETLANDS FILL
WITHIN THE 575' ORW v o
�-} 10: '3' L5 " L7 % I ¢ ri
pa
ex w
2.T En
.3 2'
f
N46'12'45"E 75.03'
NOW OR FORMERLY
BROWN
D.B. 4622, P. 245
LOT 7, SECTION 2
VILLAGE OF STUMP SOUND
M.B. 27, P. 111
X 4.3' �-,- 20' SETBACK nano
i PROPOSED �`�✓\ '�
'9 \ 43' PERVIOUS 2, x GRAVEL. DRIVE
R DIST
X/ 0 X 4.9' " ;a. EIP EIR R/W
\� �A �T R S47'50• 12„W ' �56. 50' I S47.50.12"W 75.00'
,p n C1 ss I:
/L X 4.1' R 0 0 0 �12
4.0' X �1 0 C-1 I d E� ASPHALT
\\\
SIR 0 ECM Z EMN 259_16' ECM
EMN ______ ___ --
O ,�
Q \ \ - -- N47"i 7'O8"E-56.50' - - EMN'�'07'37"E 74.99` V N47`52'22"E
C/L INTERSECTION OF ASPHALT OF N88'30'04"E�-6,EMN
TAMARIX COURT & OLD VILLAGE LANE��83 0,� 3 OLD VILLAGE LANE 12.44'
45' R/W (ASPHALT -PRIVATE)
�\\ Ncoy
R/W
EMN
BENCHMARK ,� / BOUNDARY SURVEY & PRELIMINARY PLOT PLAN
ELEV= 3.66' / FOR
'_P C 5Q,. A QQOCT A TVQ TNTP rr n�„ R CAPITAL ASSET TOPSAIL 0
DEVELOPMENT, LLC
LOT 6, SECTION 2, VILLAGE OF STUMP SOUND, M.B. 27, P. 111
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
CAPITAL ASSET TOPSAIL DEVELOPMENT, LLC, OWNER; D.B. 6033, P. 71
103 OLD VILLAGE LANE
O Q'
GIST
EIP
LOT 6
14039 Sq.Ft.
0.322 ACRES
NOTE
BENCHMARK: EMN
ELEVATION: 3.66'
VERTICAL DATUM: NAVD 88
VERTICAL DATUM OBTAINED WITH
TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE
STATIONS
ZONED R-5
ZONING SETBACKS RESMCT1VE COVENANTS
FRONT = 20' FRONT = 20'
REAR = 10' REAR = 10'
FOG, SIDE = 8' SIDE = 8'
cqN <0� OWNERS
CAPITAL ASSET TOPSAIL REFERENCES
DEVELOPMENT, LLC D.B. 1003. P. 13
D.B. 2145. P. 409
TITLE SOURCE D.B. 2583, P. 503
D.B. 6033, P. 71 D.B. 4622, P. 245
D.B. 4980, P. 754
TAX ID D.B. 6033, P. 71
806-104 M.B. 27, P, 111
M.B. 49, P. 108
LEGEND
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
MBL = MINIMUM BUILDING LINE
NMP = NON MONUMENTED POINT
R/W = RIGHT OF WAY
SCM = SET CONCRETE MONUMENT (CONTROL CORNER)
SIP = SET IRON PIPE
SIR = SET IRON ROD
SMN = SET MAGNETIC NAIL (CONTROL CORNER)
SPK = SET PARKER-KALON NAIL (CONTROL CORNER)
= CENTERLINE
Q = WATER METER
= WELL COVER
= FIRE HYDRANT
wv
= WATER VALVE
= SANITARY SEWER MANHOLE
= CLEAN OUT
PH = TELEPHONE PEDESTAL
Q = TELEVISION PEDESTAL
Fo = FIBER OPTIC CABLE MARKER
* = LIGHT POLE
'IL = POWER POLE
--- = POWER LINE
® = ELECTRIC TRANSFORMER
X 1.57 = EXISTING SPOT ELEVATION R E C R . .�.,
0 = ORANGE PIN FLAGS
RR --� = RED PIN FLAGS .
t.o =TREE CIRCUMFERENCE
GRAPHIC SCALE
0 to 20 40 e0
(IN FEET )
I inch = 20 ft.
ACTUAL FIELD SURVEY DATE: SEPTEMBER 01, 2023
MAPPING DATE: NOVEMBER 09, 2023
FIELD BOOK: 949 & 1296, PAGE: 15 & 45
PROJECT NUMBER: 22-09-20 JTG
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