NTB 13-19 Oversized Plans

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1, JA E[kJ_ S A, LEWIS. PROFESSIONAL LAND SURVEYs4¢OF Ess 0 S.. v,''
DO HEREBY CERTIFY THAT I HAVE SURVEYED:-TH�:4'«
PROPERTY AS SHOWN HEREON IN ACCORDANCE WISEAL L
THE STANDARDS OF PRACTICE FOR LAND SUR%CYIND
IN NORTH CAROLINA. THAT THE RATIO OF - :1" L-4562 ca~;
PRECISION AS CALCULATED BY LATITUDES AIED
DEPA RES IS: 1:10.000+ •��© �O
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THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE "VE" 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 3720427700J. NOVEMBER_3. 2005
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EA IS NOT ELIGIBLE FOR FEDERAL FLOOD
CE AS OF OCTOBER 1, 1983
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NCGS MONUMENT 'DUNE AZMK"
f NORTHING: 270896.15'
EASTING: 2470386.89'
ELEVATION: 5.4'
NOTE
THE 18' DRIVE & 4' PEDESTRIAN BEACH ACCES§,
IS OWNED BY THE FOUR ADJOINING LOTS.
PROPOSED DWELLING IS TWO STORY ON PILINGS
ENCLOSED BELOW FOR PARKING, ENTRY & STORAGE
LOT 23{
8
18' DRIVE
STLE rCOURT ` ---1:
20' SETBACK
M.B. 30, P. 130
127.32'
LOT 24
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DRIVE v ,i
v f% r/rf 4' PEDESTRIAN E
a3628 47 E
0 71 4"x8'
% SHOWE
EIR ` f i , r, ,r DIST f
20.00'
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12" EAVES"'
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PORCH
PROPOSED
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DWELLING
S29'03'33'E�'f
z
20' I
1'x15.3'
10.Sx 1 CANT!6EVE
NOTE
PROPOSED DWELLING & 12" EAVES = 1659 Sq.Ft.
PROPOSED IMPERVIOUa DRIVE = 0 Sq.Ft,
PROPOSED TOTAL IMPERVIOUS SURFACE = 1659 Sq.Ft.
TOTAL LOT AREA = 7804 Sa.Ft.
PROPOSED IMPERVIOUS AREA = 21.3%
NOTE
PROPOSED DWELLING & 12" EAVES = 1659 Sq.Ft.
PROPOSED DRIVE = 65,,5 5q.Ft.
PROPOSED TOTAL BUILT UPON SURFACE = 2314 Sq.Ft.
TOTAL LOT AREA = 7804Sq Ft.
PROPOSED BUILT UPON AREA = 29.6%
\ 3'x8'
HVAC STAND
1.33'
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I LOT 11Ia
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I� WOOD WALK RESTS c31Z
0.3' UPON LOT 12 i
S23'30 00 E 185.47
14!A, 29.74E 30.2 5.5' iIC 64.14
12.1'*
B , 19.2'i(; N88'30'00"E4.0.37'
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I(EIR TO PROP. TY LINE)
12.3' % I ! ;
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BENCHMARK: NCGS MONUMENT "DUNE AZMK"
NORTHING: 270896.15'
EASTING: 2470386.89'
ELEVATION: 5.4'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
HORIZONTAL & VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
ZONED R-15
ZONING SETBACKS
FRONT = 20'
REAR = 10'
SIDE = 8'
4WER5
KAREN LAFFERTY
&
JAMES DOLAN
BTLF SOURCE LOT 12
D.B. 2036, P. 534 7804 Sq.Ft.
TAX ID 0.179 ACRES
768A-82
REFE
D.B. 2036, P. 534
M.B. 30, P. 137
M.B. 30, P. 138
LEGENQ
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
ATLANTIC OCEAN EIP = EXISTING IRON PIPE (FOUND)
30.1T EI 29. 2' 65.33' EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
It /EIR �
N23'30'00"W 186.17' NMP EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
! N2i{ I j ERRSEXISTING RATDSPIKE (FOUND)o3MB MINIMUM BUILDING LINE
1 1 I I NMP = NON MONUMENTED POINT
I R/W = RIGHT OF WAY
FLOOD ZONE "VE"
(ELEVATION=14.0'+2')
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FLOOD ZONE
(ELEVATION=15.0'+2')
BOUNDARY SURVEY &PRELIMINARY PLOT PLAN
FOR
DC
RECEIVEIMOTHY KEMPER
M WILMINGTON,
MAY 16 413
KARIN KEMPER
LOT 12, OCEAN RIDGE VILLAGE 11
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
4316 ISLAND DRIVE
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
= FIRE HYDRANT
wV
= WATER VALVE
= SANITARY SEWER MANHOLE
co = CLEAN OUT
PH = TELEPHONE PEDESTAL
0 = TELEVISION PEDESTAL
I o - FIBER OPTIC CABLE MARKER
>�t = LIGHT POLE
c-(L = POWER POLE
= POWER LINE
® = ELECTRIC TRANSFORMER
1o.Bx = EXISTING SPOT ELEVATION
GRAPHIC SCALE
30 0 15 30 80 120
( IN FEET )
1 inch = 30 ft.
ACTUAL FIELD SURVEY DATE: APRIL 3, 2013
MAPPING DATE: APRIL 24, 2013
DRAWN BY: J. f—ft—�LM5
CHECKED BY: J,A, L.-�W15
FIELD BOOK: 804 PAGE: 1
PROJECT NUMBER: 13-03-06
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