NTB 13-32 Oversized Plans

1, 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
LATITUDES AND DEPARTURES IS: 1:10.QQ0+
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE " WHICH 15 A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
37Q46§ ?Q4?8$Q�? MQYEbdER 3. 2905
THIS AREA IS NOT ELIGIBLE FOR FEDERAL FLOOD
INSURANCE AS OF OCTOBER 1, 1983
UNCOVERED DECK WITHIN
75' SMALL STRUCTURE SETBACK = 483 Sq.Ft.
PROPOSED DWELLING & 12" EAVES = 2205 Sq.Ft.
PROPOSED GAZEBO = 196 Sq.Ft.
p�gplj�¢'ERVIQUS DRIVE = 517 Sq.Ft.
PROPOSED TOTAL BUILT UPON SURFACE 2918 Sq.Ft.
I4TAL.Aj4T AREA = 2Xgkjq Ft.
PROPOSED BUILT UPON AREA 12.6%
NQIL
PROPOSED DWELLING & 12" EAVES = 2205 Sq.Ft.
PROPOSED GAZEBO = 196 Sq.Ft.
PROPOSED IMPERVIOUS. DRIVE = 0 Sa.Ft,
PROPOSED TOTAL IMPERVIOUS SURFACE = 2401 Sq.Ft.
TOTAL ! OT AREA, = 23100 $,qft
PROPOSED IMPERVIOUS AREA = 10.4%
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(ELEVATION=15.0'+2')
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LOT 4
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V 24.31 17.96
" 10' SE1L
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All
7.3'
LijI< DWELLING
R h I PROPOSED
N
I I I X4.30' ® (
LA 7.5' i
N 'lu'll 1 12" EAVES
ix
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vi
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1 18.3' 24.12' 37.24'
SIR
I
A A^
W
I f LOT 840
i
sCM
R/W R/W
IN FLOOD ZONE "VE"
j (ELEVATION=16.0'+2')
A.
in
Ot
1�
I
48.8' WOOD WALK
12.68'
�t
,.79' t
S29'02'57"E 226.41'
DOSED
CE9O
i
10 1 p
14' I
`I f
4.93!
j
i 1
37.91' i
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6.33'
S29'02'57"E
109.77
LOT 9
23100 Sq.Ft.
0.530 ACRES
103.83'
N29'02'57"W 240.19
1>
J
L.Vimr-u r%*-ZV
FRONT = 20' (VARIANCE GRANTED BY THE NORTH
TOPSAIL BEACH BOARD OF ADJUSTMENT)
REAR = 10'
SIDE = 10'
LANE SCHIFFMAN
& WIFE
REBECCA A. SCHIFFMAN
� TITLE sOURCE
NMP D.B. 4055, P. 723
i ATLANTIC OCEAN
rn B
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F
l- IMfNA'Y` MArrrolYf�iVCrS O{: S S
r
BOUNDARY SURVEY & PRELIMINARY PLOT PLAN
FOR
& WIFE
REBECCA A. SCHIFFMAN
CEIVEoo�� LOT 9 REVISED, THE SANCTUARY, M.B. 67, P. 40
DCM WIEM NGTG-NI, yIP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
NOV 12 2013 1504 NEW RIVER INLET ROAD
30
REElUffHQLa
D.B. 4055, P. 723
M.B. 47, P. 102
M.B. 67, P. 40
I.QM
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 w 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
= WATER METER
= FIRE HYDRANT
WV
= WATER VALVE
= SANITARY SEWER MANHOLE
c0 = CLEAN OUT
PH = TELEPHONE PEDESTAL
= TELEVISION PEDESTAL
Fo = FIBER OPTIC CABLE MARKER
x = LIGHT POLE
= POWER POLE
= POWER LINE
[EO = ELECTRIC TRANSFORMER
X5.79' = EXISTING SPOT ELEVATION (NAVD 1988)
GRAPHIC SCALE
15 30 60 1
( IN FEET )
1 inch = 30 ft.
ACTUAL FIELD SURVEY DATE: OCTOBER 31, 2013
MAPPING DATE: NOVEMBER 8, 2013
DRAWN BY: J. I-IULM5
CHECKED BY: c1, flIG6i�
FIELD BOOK: 80� 6. _, PAGE: 1
PROJECT NUMBER: 13-11-03