NTB 12-28 Oversized Plans

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1, CHARLES FRANCIS RIGGS. 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 10 000+
55.8'
CHAR/W
R E AN S GS .L. . L-29 1 ( c00o I In wz
� I COVERED
DWELLING DECK ' I D
1n v UNCOVERED WALK
{�
WOOD
U Z DECKS I I3 THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED Z ED FINISHED
IN FLOOD ZONE VE WHICH IS A I I FLOOR 20•1' IT
SPECIAL FLOOD HAZARD AREA AS DETERMINED .BY THE FEDERAL A I 6' B EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD I ao a 1 1
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER 0_ �,
370466 3720428790J NOVE► BER 3 2005 F v 7s coNCRErE ! z IF a
SLAB EXISTING I GRADE ATLANTIC OCEAN
? a
I o 20.8' I 29.7' I ; Oki of
THIS LOT LIES WITHIN A COBRA ZONE. AREA FEDERAL FLOOD T o i
INSURANCE NOT AVAILABLE FOR THIS AREA AS OF OCT 1, 1983 I 3 L 50.5' 90' AEC �Q
rk Z R/W z
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
23.35'
N52'35'16"E
L2
37,34'
N51'39'35"E
A L
NOTE
PROPOSED
DWELLING & 12" EAVES =
1070 Sq.Ft.
PROPOSED
COVERED DUNE DECK
= 138 Sq.Ft.
PROPOSED
PERVIOUS DRIVE
= 0 Sq.Ft.
PROPOSED
TOTAL IMPERVIOUS SURFACE
= 1208 Sq.Ft.
TOTAL LOT AREA
= 15456 Sq.Ft.
PROPOSED
IMPERVIOUS AREA
= 7.8%
NOTE
PROPOSED
DWELLING & 12" EAVES =
1070 Sq.Ft.
PROPOSED
COVERED DUNE DECK
= 138 Sq.Ft.
PROPOSED DRIVE
= 585 Sq.Ft.
PROPOSED
TOTAL BUILT UPON SURFACE
= 1793 Sq.Ft.
TOTAL LOT AREA
= 15456 Sq.Ft.
PROPOSED
BUILT UPON AREA =
11.6%
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PERVIOUS
7.3' DRIVE
29.75'
S29'30'34'E
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S29'23'15"E 262.07' i� JAD1�/v211 f
,m i 24.1 0.15E1R 81. 54 1 wl I I j 1 all III ( I �� I ! 11,6.52' I
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�4.5' ) �)qqq ILOo,I I I
J42
o i `� I / •t I I I! I FI II`PROPOSED WOOD WAtx LOT 41.t15456 Sq.Ft.
23.9 )( 8.7' . f t i { 1 I)K60' 10.355 ACRES ..' 10. 10' t / it {I1{-if NVI I I I
8SETBACK �12j�;j
25.14' 9.48' Ell 79.05' 1t �i l` 1 I t 11� .98' I i
-- N2' '23'15"W 253.33'
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LOT 5 - 0 -
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ff ' `A
FLOOD ZONE VEff .71 FLOOD ZONE ff VE,f ff 'o FLOOD ZONE VEff
(ELEVATION=13.0+2) !S o m (ELEVATION=15.0+2) 8 (ELEVATION=16.0+2)
�m Ni Im m
RECEIVED
DCM WILMINGTON, NC
OCT 0 5 2012
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NOTE
VERTICAL DATUM: NAVD 1988 qy A
VERTICAL DATUM OBTAINED WITH TOPCON l9es
GRS USING N.C. GEODETIC CONTINUOUS
OPERATING REFERENCE STATIONS
ZONED R-5
rulizommil:1L�Ii
FRONT
r,
OWNERS
GARY GRAY
& WIFE
SUSAN GRAY
TITLE SOURCE
D.B. 3844, P. 689
Q _ 774G-55
C7 REFERENCES
4.2' D.B. 3844, P. 689
M.B. 44, P. 196
ATLANTIC OCEAN LEGEND
rp-:M-IMIN�YMAr
Nor FOP, PrC002AVON
CONVZ�YANCr5 op, 51-r5
BOUNDARY & TOPOGRAPHIC SURVEY & PRELIMINARY PLOT PLAN
FOR
MAR R
SUSAN GRAY
LOT 4, LOT RECOMBINATION FOR OCEAN VIEW SHORES, M.B. 44, P. 196
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
1120 NEW RIVER INLET ROAD
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 r�
WATER METER
=
FIRE HYDRANT
wV
=
WATER VALVE
ss =
SANITARY MANHOLE
cD =
CLEAN OUT
PH =
TELEPHONE PEDESTAL
O =
TELEVISION PEDESTAL,
>� =
LIGHT POLE
"0-.) =
POWER POLE
=
POWER LINE
=
TRANSFORMER
X8.5' =
EXISTING ELEVATION SPOT SHOT
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
ACTUAL FIELD SURVEY DATE: AUGUST 6, 2012
MAPPING DATE: SEPTEMBER 12, 2012
DRAWN BY: J, HCI-MS
CHECKED BY: C.V.
FIELD BOOK: 764 PAGE: 43
PROJECT NUMBER: 12-08-1