NTB 13-09 Oversized Plans

a
s.
1, CHARLES FRANCIS RIGGS. PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT 1 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: 1:10.000+
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 3720428800JNOVEMBER 3. 2005
FEDERAL FLOOD INSURANCE IS NOT AVAILABLE FOR
THIS AREA AS OF OCTOBER 1, 1983
NOTE
BENCHMARK: SMN CA NCSR 1568
NORTHING: 280624.05'
EASTING: 2487402.61'
ELEVATION: 6.0'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
HORIZONTAL & VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
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BENCHMARK
NOTE
PROPOSED DWELLING & EAVES = 1070 Sq.Ft.
PROPOSED GAZEBO = 138 Sq.Ft.
PROPOSED PERVIOUS DRIVE = 0 Sa.Ft.
PROPOSED TOTAL IMPERVIOUS SURFACE = 1208 Sq.Ft.
TOI6L LOT AREA = 16005 Sq,Ft,
PROPOSED IMPERVIOUS AREA = 7.5%
LVOTE
PROPOSED DWELLING & EAVES = 1070 Sq.Ft.
PROPOSED GAZEBO = 138 Sq.Ft.
PROPOSED DRIVE = 678 Sa.Ft.
PROPOSED TOTAL BUILT UPON SURFACE = 1886 Sq.Ft.
TOTAL LOT AREA = 16005 Sq.Ft.
PROPOSED BUILT UPON A�EA = 11.8%
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LOT 3A
,DfVISION OF LOT 3
'OF THE BARNES18 TRACT
M.B. 65
(ELE}U'�1 IhRi 2`) I
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R/W I�jj'}I I} IIII�\�����i I
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RECEIVED
DCM WILMINGTON, NC
MAR 14 2013
CAMA APPLICATION
FOR
GARY GRAY
& WIFE
)0.30'
�W
fz_
Q
x
jo ATLANTIC OCEAN
ATLANTIC OCEAN
ZONED R-15
FRONT = 20'
REAR = 10'
SIDE = 8'
SIDE STREET = 15'
OWNERS
RICHARD W. BARNES
& WIFE
CAROL BARNES
TITLE SOURCE-
D.B. 3661, P. 842
TAX ID
774-36.4
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13EFLELNQU
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D.B. 3661, P. `'842
M.B. 62, P. 205
ILOT
B
16305 Sq. t. 1
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M.B. 65, P. 167
0.7 ACR S
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LEGEND
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CC = CONTROL CORNER
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ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER) '
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EIP = EXISTING IRON PIPE (FOUND)
00.95
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EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
} NMP
f } 1
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EPK = EXISTING PARKER—KALON NAIL (FOUND)(CONTROL CORNER)
1 } }
ERRS = EXISTING RAILROAD SPIKE (FOUND)
I } I
MBL = MINIMUM BUILDING LINE
NMP = NON MONUMENTED POINT
}
R/W = RIGHT OF WAY
i I
SCM = SET CONCRETE MONUMENT (CONTROL CORNER)
} ;
f I
SIP = SET IRON PIPE
SIR = SET IRON ROD
1 } I-
SMN = SET MAGNETIC NAIL (CONTROL CORNER)
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SPK = SET PARKER—KALON NAIL (CONTROL CORNER)
} }
F400D ZONE "VEi' I
= CENTERLINE
99 = WATER METER
(ELTVATIONr-16.0 +}2) Im
= FIRE HYDRANT
VVv
= WATER VALVE
�ssa
= SANITARY SEWER MANHOLE
co = CLEAN OUT
PH = TELEPHONE PEDESTAL
= TELEVISION PEDESTAL
PML IMINAPY P1_A- "
Fo = FIBER OPTIC CABLE MARKER
= LIGHT POLE
CO W1 YANCI�5 O� 5,1Lr5
= POWER POLE
--,M�—�' = POWER LINE
® = ELECTRIC TRANSFORMER
X 6.4' = SPOT ELEVATION
SUSAN GRAY
LOT 2, DIVISION OF THE RICHARD BARNES TRACT, M.B. 62, P. 205
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
1280 NEW RIVER INLET ROAD
3
GRAPHIC SCALE
( IN FEET )
i inch = 30 ft.
ACTUAL FIELD SURVEY DATE: JANUARY 21, 2013
MAPPING DATE: FEBRUARY 12, 2013
DRAWN BY: J, h-It:-51—MS
CHECKED BY: C,r.
FIELD BOOK: 790 , PAGE: 30
PROJECT NUMBER: 13-01-12
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