25-24 Oversized Plans 12/2023

1, CHARLES FRANCIS RIGGS. PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY T I HAVE
SURVEYED THE PROPERTY AS S({O IN
ACCORDANCE WITH THE STAN
FOR LAND SURVEYING IN N(�i IF�;• • • Aq ,
THE RATIO OF PRECISION -iS : CALCULATEt •'�Y
LATITUDES EPAR RI;S It: 00+
.�a - ._
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE "AE" (EL=11'+2') 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. JUNE 19, 2020
CURVE TABLE
CURVE #
LENGTH
RADIUS
CHORD
BEARING
CS
65-13'
127.50'
64.42'
S33'12'10"W
C2
20,62'
25.00'
20.04'
S5757'44"E
C3
39.34`
45.00'
38.10'
N59'22'13"W
LINE TABLE
LINE #
LENGTH
DIRECTION
LI
3.92'
N8115'46"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'
N54'04'14"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'
N5728'42"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 QRAVEL DRIVE - 0 Sq.Ft.
PROPOSED TOTAL IMPERVIOUS SURFACE = 1336 Sq.Ft.
TOTAL LOT AREA = 8033
PROPOSED IMPERVIOUS AREA = 16.6%
PROPOSED DWELLING WITHOUT EAVES = 1836 Sq.Ft.
PROPOSED CONCRETE POOL DECKING - 541 Sq.Ft.
PROPOSED PERVIOU5 GRAVEL DRIVE = 0 Sq.Ft.
PROPOSED TOTAL IMPERVIOUS SURFACE = 2377 Sq.Ft.
TOTAL LOT AREA = 14039 Sq.Ft.
PROPOSED IMPERVIOUS AREA - 16.9%
NOTE
AS PER D.B. 1003, P. 13
MINIMUM DWELLING: 1800 Sq.Ft
MAXIMUM IMPERVIOUS SURFACE: 2500 Sq.Ft.
NOTE
PROPOSED 404 WETLAND FILL- 1528 Sq.Ft. 0.035 ACRES
PROPOSED 404 WETLAND FILL
WITHIN THE 575' ORW SETBACK: 590 Sq.Ft. 0.013 ACRES
NOW OR FORMERLY
YAWN
D.B. 2145, P. 409
LOT 5, SECTION 2
VILLAGE OF STUMP SOUND
M.B. 27, P. 111
R/W
` 1.51 �1/
FO
-4SAy �
t
O�
sp
ko
NOTE:
PROPOSED DWELLING IS TWO STORY
ON PILINGS OVER CONCRETE SLAB
ENCLOSED BELOW FOR ENTRY,
STORAGE & GARAGE..
PEAK OF PROPOSED DWELLING IS
43.3' ABOVE SLAB ELEVATION.
THIS PRELIMINARY PLOT PLAN IS SUBJECT TO BOTH
REVIEW & APPROVAL BY THE LOCAL JURISDICTION.
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
EIP N46'1245"E EIP
1.4' NMP 34.04'
404
WETLANDS
15' SETBACK
�p f L19 --(�
Opp 00
Li 8
UPLANDS 00
G2c moo• �� G 23.0' 00
O
� G J� JGJ� Li0 --e • . 's' s� SLi 39.2' Z
' f LIil
ki
z _
WETLANDS
�o
590 Sq.Ft. OF
WETLANDS FILL
WITHIN THE 575ORW U o
tc
L6 !
ao
n UPLANDS
20' SETBACK
y�9
PROPOSED M
�yLl PERVIOUS
GRAVEL DRIVE
R DIST
0
EIP EIR
\9` �0& R S47'50'12"W' .�56.50' 13 S47'50'12"W 75.00' R/w
'AIL N CT ss 0 I
\9J R 12 0 0 0 rnE!�
0 ° NI N SALT
51R I a
0 ECM I z EMN _ _259.16 ECM
p 0 �g-----------,----k----------�,� t
EMN ��\ S _ �� `�..- N47"17'08 E 56.50' ----EMN 'l 8'07'37"E 74.99` V N47'52'22"E�
�\8�0' ��l �- -N8830'04"E_f
OLD VILLAGE LANE
CA INTERSECTION OF ASPHALT OF ?8lp \ � �2 *w -7A�3 45' R/W (ASPHALT -PRIVATE) 12 44'
TAMARIX COURT & OLD VILLAGE LANE 'I
REVISION
�s8• him �� 5293
10/31 /22: REVISED 404 WETLANDS DELINEATION & PROPOSED WETLANDS FILL
LOCATED ORANGE PIN FLAGS & RED PIN FLAGS �_ - R/W
08/10/23: REVISED PROPOSED DWELLING & PROPOSED WETLANDS FILL EMN
REVISED IMPERVIOUS SURFACE CALCULATIONS BENCHMARK f- BOUNDARY SURVEY & PRELIMINARY PLOT PLAN
09/05/23: ADDED SPOT ELEVATIONS AND TREE SURVEY ELEV= 3.66' /
FOR
R/W 20
CAPITAL ASSET TOPSAIL
CHARLES F. RIGGS & ASSOCIATES, INC. (C-730)
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, DEVELOPMENT, LLC
DIST
N4612'45"E 75.03' EIP
NOW OR FORMERLY
BROWN
D.B. 4622, P. 245
LOT 7, SECTION 2
VILLAGE OF STUMP SOUND Fo
M.B. 27, P. 111 cq l
w
LOT 6, SECTION 2, VILLAGE OF STUMP SOUND, M.B. 27, P. 111
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
THOMAS W. KAUGHER & ELIZABETH DUBOVSKY, OWNERS, D.B. 4980, P. 754
103 OLD VILLAGE LANE
NOTE
BENCHMARK: EMN
ELEVATION: 3.66'
LOT 6
VERTICAL DATUM: NAVD 88
VERTICAL DATUM OBTAINED WITH
14039 Sq.Ft.
TOPCON GRS USING N.C. GEODETIC
0.322 ACRES
CONTINUOUS OPERATING REFERENCE
STATIONS
ZONED R-5
ZONING SETBACKS RESTRICTIVE COVENANTS
FRONT = 20' FRONT = 20'
REAR = 10' REAR = 10'
SIDE = 8' SIDE = 8'
OWNERS
THOMAS W. KAUGHER & REFERENT
ELIZABETH DUBOVSKY D.B. 1003, P. 13
D.B. 2145, P. 409
TITLE SOURCE D.B. 2583, P. 503
D.B. 4980, P. 754 D.B. 4622, P. 245
D.B. 4980, P. 754
TAX ID M.B. 27, P. 111
806-104 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)
q = CENTERLINE
® = WATER METER
0 = WELL COVER
= FIRE HYDRANT
wv
= WATER VALVE
= SANITARY SEWER MANHOLE
co = CLEAN OUT
P� = TELEPHONE PEDESTAL
= TELEVISION PEDESTAL
Fo = FIBER OPTIC CABLE MARKER
> = LIGHT POLE
'TL = POWER POLE
i = POWER LINE
MEL = ELECTRIC TRANSFORMER
x t.5' = EXISTING SPOT ELEVATION
--�- =ORANGE PIN FLAGS
Ra--`� = RED PIN FLAGS
GRAPHIC SCALE
10 20 40 80
(INFEff)
i inch = 20 ft.
ACTUAL FIELD SURVEY DATE: SEPTEMBER 01, 2023
MAPPING DATE: SEPTEMBER 05, 2023
FIELD BOOK: 949 & 1296 , PAGE: 15 & 45
PROJECT NUMBER: 22-09-20 JTG