90-08 OVERSIZED PLANS

PERU ROAD
I, CHARLES FRANCIS RIGGS , PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE
SURVEYED THE PROPERTY AS SHOWN HEREON IN /q
ACCORDANCE WITH THE STANDARDS OF PRACT�QE- aiaaryf
FOR LAND SURVEYING IN NORTH CAROLINA.iIT•H i"
THE RATIO OF PRECISION AS CALCULATE
LATITUDES D DEPART ES IS: 1:10. DOd519
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CH F ANCIS IGGS ft
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THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE "AE"(EL.=8') & "X" WHICH IS
A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL
FLOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
370340 3720429900 J, NOVEMBER 3, 205
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2/ / ExrSnNG
BOAT �0��'fD
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251%
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N
3P�' BAT L�r�ED
/ J
257,
COVERED BOAT LIFT
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0
nHG°° \ B0 GT �i h
` `SE�Ac`
/ / C/Mps RIPgRIg N l �0 8 r hF
0 9
53'
PROPOSED
BOAT LIFT
PROPOSED
NORMAL LOW WATER FLOATING DOCK
EXISITNG I EXISTING
WOOD COVERED
nnr1� Iwnnn DECK
-----r---------- --- -- --------------- 0.0 0.0'
-3.0 -q,p' BUMPS CREEK _q D -2 0
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PROFILE wl
PROPOSED IMPROVEMENTS �=I
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EDGE OF WATER
EXISTING
RIPRAP
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EXISITING WOOD BUILDING
ON CONCRETE BLOCKS
OPEN BELOW
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PROPOSED BOAT RAMP I -0.0'
83 CUBIC FEET
OF SPOIL BELOW NHWL
209 CUBIC FEET
OF SPOIL ABOVE NHWL
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7
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R/W N79'19'34"W 376,61'
ECM SA
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9 A6
EIP
LA71
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OD
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C/L INTERSECTION OF
CANDO ROAD
N.C.S.R. 1522-GEORGE
LEWIS ROAD
2
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`� DIST.
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ECM
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NOW OR FORMERLY
LEWIS A. McCALLISTER
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126 GEORGE JONES ROAD
NEWPORT, NC 28750
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2 D.B. 364, P. 390 I C�
NM C-D
3 J TRACT 2 DWELLING IS ONE STORY WITH FLOOD ZONE "AE1ABU
k ���o VINYL SIDING, ON PILINGS OVER CONCRETE (ELEVATION = 8e Q p SLAB, PARTIALLY ENCLOSED BELOW FOR �' z� ENTRY AND STORAGEn, �' c; j4�Io ml �,, NOW OR FORIVERLY
�PROPOSED ALUMINUM BUILDINGI m1LEWIS
_�•y�<10'INGRESS EGRESS (TO BE RELOCATED) I I D.B. 430, P. 467
N33'4� 1E'' r? r & G SS AS M N / OQ/� c,� 1, j SCR �•; 6' WRE FENCE S80'40 00 E 319.18I of EIP
�N5715 __
0.5�' - -_ _ - 113.55' SIR llq euM�lr�ic 15500 STRACq. .1 Ft. 203.87'
iT - 44.3 BTSETBACK-I q WOOD J AB��NUM.. - I
22 65,` co d' COVERED DECK ING
r p NC PORCH 0.356 ACRES BOIL INc I I /
° 19.61
Cti C = _ vKS �' 29.8' N WOOD STEPS I CD 1.26 6.2 � .. �
,> > 9.6 a`CA OPEN 5z. A ,n v ^ &LANDING ��+
DWELLING c / N 4' 12J' 33.1'
2.2' 0 ^' O I
a *000 STEPS i� �' OPEN " ;� 4.1' cr I O N cn EXISTING No /' • I N
& LANDING o ,�. AREA BELOW 9i W �i O N ONE STORY iv O
rn EXISTING ROCK DRIVEWAY I
1e ry n w - - I ASoNITE SIDING „ �' o rn I
4 ' s 3.0 :--'--------_ „ I m a ON CONIC. BLOCKS x i FLOOD ZONE "X"
I
ENCLOSED r� '� WOOD 91 .i OVER DIRT 5.4' / I p)
1es ` `d` y n cv o-AREA BELOW o o,, N � DECK vINYL f I /3s' II I Ln NOW OR FORMERLY
N TRACT 2 r N 9.1 OPEN AREA BELOW 77' SIDING 4.5' m o'REPAIR AREA 1O'x 36 I EIR I
LEWIS
BOgT°��iD ��a o 1.0' / METER. N m O _ �+ (ADD ON) o ///���. SEPTIC EASEMENT PERMIT) 14844
R,up 11866 Sq. Ft. >>, CANTILEVER BOX h EXISTING SE TIP C / FOR TRACT 2 %INITIAL SYSTEM% I U1.1 J D.B. 384, P. 81
0.272 ACRES ? C 21.a' 8•, / ��AREA 10'x 36' ) ��. P
RIPRAP i � 8' S: -..f _ - -- LIFT STATION _ 49'- �n - - - 36' �� X
RRI - - 1 - - - _ \ F
/ >- ,.
REF D R �' " RAL FENCE o 0
k
i
FAIL
'ROVEMENTS
14.52' {� / 100.SJ -X 44.30 32.00' o SIR 12.85' U 33.07' SEPTiC EASEMENT 73.05' 35.76 / EIR 29.56%
l � 1 / ADJOINERS / N80'39'10"W 412.64-- - - - - - - - - - - - - - - - - - - - - - - - - \ - --------- I SIR
CO I EDGE OF ROAD POWER AND 0 ROAD A D ' J ,3 -ZASTAL LRETAINING HALL / LINES , /TELEPHONE -
J PEDESTAL-
,4ol��,ory p,s ANDs D�h� ENCROACHES 2.2' /- - - - - - - - - - - -- EDGE OF ROAD 20R/W (GRAyEL-eRIVATE), I
ONOFCOAST A/AAA ------ - /--------_-=-----1
3 AL �MEhT
/ FLOOD ZONE "AE"
c (ELEVATION = 8')
NOW OR FORMERLY
ERNEST E. SUITS / NOW OR FORMERLY / I NOW OR FORMERLY
2290 STOCKYARD ROAD DELCASTILHO / I WOODS I
STATELY, N.C. 27355 / D.B. 596, P. 499 / I D.B. 690, P. 545 I
D.B. 1011, P. 105 / / NOW OR FORMERLY
FLINCHUM I I
D.B. 858, P. 873
i
e
IJ
/
�/ \ N33'4616E,' oe��
/ \ \� 41
15.4 ' ? VQ4v RIPRAP
Q
^h .
6' WIRE FENCE
_/ \ S76,35' 3yE 0.5?' ;; 113.55'
EXISTING
/ 36, ' 27165' C 41g• = ONE STORY o 44.3 �BTSETBACK7
wO�OI�Re� ==;{HOOD BUILDING / a; y COVERED DECK �
-ION CONC. BLOCKS 29.8' / C4 STEPS = k OPEN BELOW c T` & LAN
- ° �1 2.2' DWELLING o ��
/ ?5` v _ �• OPEN h Sn 4.1' u
AREA BELOW
7s. ry
S WOOD STEPS 3.0' r'------------ 'LANDINGo
& N60'5�'15�E ENCLOSED ;.� 0 n
1 �SE�ACK % 57 % w.. o-AREA BELO o '� v 7.5' --
/ / v o
4�: TR A C T` 2 / N 9-' OPEN AREA BELOW 7.7' o
11866 Sq. Ft. / a 1.0' / METN
2. '~' ER. CANTILEVER BOx 4
Ala
iF ; 0.272 ACRES - 7.0' 21.4'
RIPgRIANO 8q 1 28 8' SETBACK LIFT STATION _
S 0 RIPRAP Z - - _ ?-
C/�F RRID R 3' APLIT RAIL FENCE o o
Ff� / 14.5 42' IR
.
oP 1 ADJOINERS / N80'39'10"W 412.64'
coA / RETAININC WALL /
4 01OON GILE LANDS DELINEA ENCROACHES 2.2' /
13� COASTAL MANAGEMO r -
o � /
/
/
ASSOCIATES, INC.
& GLOBAL POSITIONING S YS TEMS, �
CAMA PLAN =
ALEXANDRA E. MCLAUGHLIN
& HUSBAND
JOHN A. McLAUGHLIN
TRACT 1 & TRACT 2 FAMILY DIVISION FOR
ALEXANDRA E. McLAUGHLIN & HUSBAND JOHN A. McLAUGHLIN
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
126 ac ' 28 CANDO ROAD
m
c
T
m
x
I w CANDO o
D
u SITE rROAD o
a
m ozU
ANY APPROXIMATE WETLAND DELINEATION OR
APPROXIMATE MEAN HIGH WATER LINE SHOWN
IS NOT CERTIFIED AND IS SUBJECT TO BOTH
REVIEW & FINAL APPROVAL BY CAMA AND
THE U.S. ARMY CORPS OF ENGINEERS.
TOTAL AREA
27366 Sq. Ft.
0.628 ACRES
NOTE
ELEVATIONS BASED ON NGVD 1929
& ADJUSTED TO REFLECT A
NORMAL LOW WATER LINE OF 0.0'
ZONED R-8M
ZONING SETBACKS
FRONT = 25'
REAR = 15'
SIDE = 8'
OWNERS
ALEXANDRA E. McLAUGHLIN & HUSBAND
JOHN A. McLAUGHLIN
2107 AQUTA DRIVE
STAFFORD, VA 22554
TITLE SOURCE
D.B. 1485, P. 138
REFERENCES
D.B. 1485, P. 138
M.B. 3, P. 97
M.B. 8, P, 36
M.B. 47, P, 140
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)
= CENTERLINE
= POWER POLE
126 = ADDRESS
GRAPHIC SCALE
to
( IN FEET )
i inch = 30 ft.
DATE: APRIL 28, 2008
DRAWN BY: M , 041 k-ZI NG / K . S?.�NL Y-MOAN
FIELD BOOK: IND. PAGE: 18
COMPUTER: WS 3 PROJ/04-09-28CAMA J 2 dwa
PROJECT NUMBER: 04-09-28
I o -08