48-02 Oversized Plans

320 N.D.
LEGEND
33
1
'}��'
AC - ACRES
ECM -EXISTING CONCRETE MONUMENT
Area by .D�I.D
N.C. $50 LLa
" •
EIP - EXISTING IRON PIPE
/
I-) >
yy° i �
EPK - EXISTING PK NAIL
IRS - IRON ROD SET
,
SEE INDIVIDUAL LOTS FOR AREAS
�� z
EIP - EXISTING IRON ROD
Q
Z
R/W - RIGHT OF WAY
%r
TOTAL AREA - POINTS A,B,C,D,E,F, TO A = 27.30 +/- ACRES
IM, 3 I
-
O
SF - SOUARE FEET
EIA - EXSTING IRON AXLE
J
slR V
ty U
ERRS - EXISTING RAILROAD SPIKE
s4s y
CSS - COTTON SPINDLE SET
ENC - EXISTING NAIL 8 CAP
\,
-CENTER LINE
\
lsss \
PP - POWER POLE
TP -TELEPHONE POLE
�\ I
LP - LIGHT POLE
gg°tS• I
--E-- - ELECTRIC LINES
--T-- - TELEPHONE LINES
\
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DB. 778 PG. 201
VICINITY MAP
PPS - NO SET
PKS - P.
\f�3g3
, N
K. NAIL SET
ERRI - EXISTING RAILROAD
( NOT TO SCALE )
IRON
D.M.D. - DOUBLE MERIDIAN DISTANCE
p ' ^ �+
HAROLD So LAWRENCE. JR.
I
DB. - DEED BOOK
PG. - PAGE
DB. 778 , PG. 201
CC - CONTROL CORNER
NHS -NAIL SET
ADDRESS:
\,
CHOWAN RIVER
HAROLD S. LAWRENCE, JR.
626 BROWNS SCHOOL ROAD
o,
S 86°28.21"E
COLERAiN, N.C. 27924
2q
IRS IRS
5\
143.47'
S 86°28'22"E 454.66' ©J
Notes
las �•- S 20°43'03"E
158.00'
( TOTAL )
'&
Subject to &I/ R/JP's, easements, zoning
N 08°22'40"E 135.47---e.
O o@ $
�( /(�1
reds. and/or restrictive covenants of
FOR TIE IN DOWN CENTERLINE OF POINT COMFORT ROAD
FROM POINT A SEE MAP FOR HAROLD JR. POINT O 1.7 +/-
IRS
ACRES 1s,f3. --+s
record and not .Shown hereon.
LAWRENCE,
°*^ *� Via,
BY ROANOKE LAND SURVEYING LAST REVISED MAY 21, 2002 R/W IR
{`t . IRS
°
FOR TIE IN SEE MAP FOR HAROLD S. LAWRENCE, JR. BY
R. S. ID# N-4767 ----- ---�- 171,67` IRS �` I g •'g'-5
s 01„E 4S•56' $�
nor N 83°O7 98se' IRS
24°42'31"E 105.36'
( TOTAL)
ROANOKE LAND SURVEYING LAST REVISED: APRIL 17, 2001
POINT COMFORT ROAD N 07-11'57"E 50.04' cuLVERr 13 ryy
S 62°tT
N 86°5T38"W E 30 2 1 � `
R.L.S. ID N-4787
PRIVATE (50' ROAD) � 25.02' S 83°OT'SB"E
Ig N 81°42'23' ER � 8°50' 46"
�5 5
' n
R/W Rs 171.96'
95.44 IRS
�
Rs
p9 3 E SIR IRS
NOTE:
5 6A 1g 00o'v
N 08022'40"E 54.65' Q .
v' iL -42g•O f a ?\
o o _ 41
I
S 00°09' 10'•W 1 28.24'
EVERY DOCUMENT OF RECORD REVIEWED AND CONSIDERED
AS PART OF THIS SURVEY IS NOTED HEREON. NO ABSTRACT
OF TITLE, NOR TITLE COMMITMENT, NOR RESULTS OF
0.7 +/- AC.
U N 0.58 +/- ACRE \`r'0�
`/
TITLE SEARCHES WERE FURNISHED THE SURVEYOR. THERE
N
�! a ?
In \f-
MAY EXIST OTHER DOCUMENTS OF RECORD THAT WOULD AFFECT
THIS PARCEL
C
0
N 9° "
1sg S 86°02'00,v 235.89° ? 1
21 Aa. O? ` Q
1. DEED BOOK SEE ,PAGE _ REF:_ .
�►
IR
IRS y ZO Cb 90
\
2. AS NOTED.
8 O15
N 1°uw o fn IRS f '\✓
n O m
\�- S 31 °06'46"E 227.08'
8
0.6 +/- AC.
b �+ q 0.92 +/- ACRE
1r J � S 10°31'04"E
86.01'
\
IRS
\
DO 7 10.00'
S 85°2T'03"E 250.55'
IRS N 0.0 '
/ ror/lfy that
The survey Creoles a subdi✓Ision of land wifhln the oreo of o county
or munlelpal/ly Thal has an ord/nonce /hat regulates /and.
X The survey is located in o port/on of a county or munlelpa/l/y that /s
unrsguloled as to on ordinonce Thal regulates parcels of land.
The survey /s of an ex/sting parr/ or parcels of land and does
nof creole o new street or change on ex/st/ng street
____ The survey is of an exist/ng bu/Jd/ng or other s#vclure, or
natural feature, such as a watercourse.
The survey is a conlml survey:
The survey is of another colegory, such as fhe recombinallon of
exJstlag parcels, a courf-ordered survey, or other exception to
the definition of subdlv1slon.
^_ the Informotlon oroilable /o the surveyor is such that the
survey /s unable to make a delerminallon to The b of the
surve p ess no/ b;/i o p vr's/o /i above.
Rondo/ h P, Nicholson, P. L. S L -2740
p
1, fo
RANOCYPH P. v1cHa ScN CERTIFY rHAT THIS PLAT w4s ORAw UNDER MY sUPERv/S10N ERG1N AN A, U :°AO� ""VS7ow• Z/` O
SURVEY woe uAvER MY suPERv/S/oN (DEFD DESCR/PT7ov RECORDED /N BOOK sEE_ PAGE REF. It THOT THE BDUNDARI� •° Q 'Y,9 ° •
NOT SURVEYED 4RE CLEARLY MDICATFD AS OPAWN FROM pJFORAlA70N fOUNO IN BOOK A ,PAGE ___
0
•� •
� .y � �E/, L < � o
D
THAT 7HF RATIO PRECISION AS CALC[A.ATED iS /:10,000'+_; TFIAT rNIS T WAS PREPARED IN
/ -2/ : Z
L•
0
ACCORDANCE W/7f O.S. 47-30 AS AMENDED. 1V/TNESS MY OR/G/NK SIG RE,
' • o v
RFGlSTRATIO AND AL S A OE RCH dL0 02 •
o :° y ®Q`
94NDCtRH P. N/CHOL$61W 'L-2740
#fil 111{{V{�
N 09°21'46"E 416.58'
_HAROLD Se LAWRENCE, JR,
DB. 778 , PG, 201
N 12°56'13"E 218.43'
S 51'%'22'W te..
N Ra-5D
HAROLD S. LAWRENCE, JR.
Pon
DB. 778 , PG. 201
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STATE OF NORTH CAROLINA
COUNTY OF BERTIE--------
------- ---
I., Revle° Off"., of BERYIE
e arrlly 1h., in° mar or Rlat to enl°n this Ceftll lcat Ion
Is affixed -Is all statutory r6quiromn)s for r"oroimo.
Re - OfI,-
Do,.:
_ 88 30 22 W 281.26'
8 14 a� o
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r
IRS
\
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-� 0.63 +j- AC. ow °��
S 09°45'50"W 126.00'
rR = IRS ®
( TOTAL )
S 81 ° 0.99 +/- ACRE
51'13'• S 2s.39'
E 246,41'
� \
$ JR . ;u IRS
h
IRS s-- RECREATIONAL AREA
S 32'38'17"E 266.75'
IRS 0.57 #/- AC. g v 8 M' 2.\
.. .. 6>.13,
H
S 80°16'29" �"'►� IRS Z IRS a
IRS
8 E 236.66' 0.6 +/- ACRE
��C,/C /t, CHOWAN RIVER
N, 20• a
s°
HAROLD Se LAWRENCE. JR,
a ,>Rs.22'
07„
IRS 0.55 #/- AC. w ?$�29, Rs
DB. 77$ PG. 201
esa•
RS S 77'34'O,,,E
S 20°11148"W 293.96'UO
223.Jg. IRS M p IR y 0.6 +/- ACRE
� N7424.1
J"q 230,Off,
/ 11 -- S 21 °07'58"W 129.21'
ov = O 1e.es•
0.51 +/- AC. 5 w M
0
S 73°gg,3,9
E ?1g 0 . las 0.6 +� ACRE IRS
r �a� 10
s�a7 IRS o $ N 74'23.00„W
r- - RECREATIONAL AREA
�- S 02'01'58"W 53.03' 'J�✓ L�
o
{� AC. ap eti N $ 249•34,
R IRS +b iL+l IRSN a <-- S 16°06128"W 191.35'
411.",
eg as 0.6 +/- ACRE o
Rr
_
_ IRS W IRS 8 N72.0723
lvw
° S 22153'09"W 152,95'
ms \ " eo gB�R g 230 04
R; 0.IRS
1p 0.6 + ACRE
CND. BEARING /-
N 20.57'47"E IR
R - 00.29' S 6 ° 21y !s
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S 71'18'13"W 67.26'
7 E6
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'Aar, S 56°02'26"W
118,04'
1.43 +/- ACRES Rs
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6�
IRS,
IRS 18 3931g
Z �128°ODg3 1.2 +/- ACRES
S 57°20'25"W 260.07'
( TOTAL I
100 0 100 200--I1300
FIT
IRS 6 °
93ps3"f /a,°"
Iq J
CND IRS
*��.st.
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GRAPHIC SCALE - FEET
R 7 J;£"WRINc RS
REVISED; NOVEMBER 13, 2003
% so.�•s7.a3• �ytiM1
IRS IRS 19
REVISED; NOVEMBER 07, 2003
REVISED; AUGUST 12, 2003
R D S g9. 0.85 +/- ACRE
50'08'46"W
N73;a.°7AR1 30,4,5,E
REVISED: MAY 21, 2002
l �v
Rs\-S
(T086.39'
REVISED: APRIL 11, 2002
;, o R`s0ooe2ee' 319•gg,
MARCH 19, 2002
M
M p �; IRS
CHOWAN RIVER
SCALE 1" = 100 FEET
s2-96
SURVEY FOR:
IRS S 40°36'09"W 83.67'
5 1.15 +/- ACRES ( TOTAL )
I�C, N A M n S I A W R F N (. F_ AP_
r
N
/
e S 28°23'40"W 122.07'
N-5229

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REVISION DATE BY DATE: JANUARY 2002
GREEN ENGINEERING
2-1 1-02 EW SCALE PROJECT No: LAURH 01-217
S. LAWHIEZ-NCt TYPICAL BLUFF PROFILE ASSOCIATES COMMENTS F.B. I \
�.= V''�J�TER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT „,� CADFILE. 01217WU
DETAIL Al -- Al HER : 1 20' ASCII FILE:
Il _ 303 N. GOLDSBORO ST. P.O. BOX 609 ViifLSON, N.C. 27893 VERT: 1"=10' PLOT DATE: 2-11-02 MT
TEL [phone] FAX [phone] office@)greeneng.com MAP No. COLERAIN TWSP. BERME COUNTY, NORTH CAROLINA
•, �� SHEET NO. 2 OF 2 43-B-007