HomeMy WebLinkAboutSW4220901_Property Deed_20220921Plat Book: 69 Page: 2 9/20/2017 3:05:39 PM DAVIDSON COUNTY, NC
'41
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SITE
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BIESECKER RD
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VICINITY MAP NOT TO SCALE
NOTES:
1. RAW ERROR OF CLOSURE 1:10,000+, MISCLOSURE WAS
DISTRIBUTED BY COMPASS RULE.
C� OQ G• ��
2. AREA DETERMINED BY COORDINATE COMPUTATIONS. ``QAQ.�Q
3. DASHED LINES REPRESENT INFORMATION TAKEN FROM �
DEED OR PLAT. G� 101 !�,
4. DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES Q�� 1' ��f
UNLESS NOTED OTHERWISE. �Qi� COtK
5. THIS PROPERTY IS IN ZONE "X" AREA DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, ACCORDING
TO F.I.R.M. PANEL NO. 6726J, MAP NUMBER 3710672600J
EFFECTIVE DATE MARCH 16, 2009.
6. NC GRID/NAD 83 (NSRS 2011) COORDINATES WERE
ESTABLISHED BY USING THE NORTH CAROLINA VIRTUAL
REFERENCE SYSTEM.
7. VERTICAL DATUM (NAVD 88) WAS ESTABLISHED BY
USING THE NORTH CAROLINA REFERENCE SYSTEM.
PROJECT CONTROL POINT #2
5/8 REBAR W/CAP /
N: 764,921.3379'
E: 1,625,018.0970' '
(NAD 83/2011) /
TIE FROM CP#2 to CP#1 '
N89'43'38"W
620.11' (GROUND)
620.04' (GRID) �G
PROJECT CONTROL POINT#1 "CPj1" 0�'_040
5N:8 REBAR P 764,924 2904
E: 1,624,397.9979'
(NAD 83/2011) \5b,
CGF: 0.99989269 pg w QP� ' Gp •
50.00' . ' o Y
JEFFERY R. GOUGH
TERESA LYNN GOUGH
TAX PIN ID: 6726 G0192 6-1038
ZONING: RA-3
S87'05'31 "E 692.13'
-K-) `,_� I, JLJ
BARB WIRE FENCE C
(DILAPIDATED)
4
O 51
SECTION
G
1 /2" REBAR - SW
OF PARENT TRACT
S87'27'06"E
764.57' (TIE) /
iF3e-
07' (TIE)
CITY OF LEXINGTON POWERLINE
AS NOTED ON PB 44, PG. 2.
N86'52039"W
IR
EXISTING MAGNAIL IN THE
INTERSECTION OF BIESECKER RD.
& WEST CENTER ST. EXT.
LEGEND
EXISTING IRON PIN
EXISTING REBAR
NO POINT SET
IRON REBAR SET
CABLE PEDESTAL
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
LIGHT POLE
UTILITY POLE
FIRE HYDRANT
WATER METER
WATER VALVE
GAS VALVE
SEWER MANHOLE
RIGHT-OF-WAY
CONCRETE MONUMENT
CHORD
SIGHT EASEMENT
DEED BOOK
PLAT BOOK
CURB AND GUTTER
O EIP
O EIR
• NPS
IRS
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GS 47-30.2 (b)
STATE OF NORTH CAROLINA
COUNTY OF DAVIDSON /�
-Y-SGO i I- L mow) =J-----------------, REVIEW
OFFICER OF DAVIDSON COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR
RECORDING —
REVIEW OFFICER
BOUNDARY LINE
RIGHT-OF-WAY LINE
UNSURVEYED PROPERTY LINE
N87'46'44"W
247.53' IRS
-ao•1r)
DATE
SANITARY SEWER LINE
SS
UNDERGROUND ELECTRIC LINE
UE
ELECTRIC LINE
E
TREE LINE
WATER LINE
W
FENCE LINE
X
EDGE OF GRAVEL
EG
EDGE OF PAVEMENT
EP
TELEPHONE LINE
T T
UNDERGROUND TELEPHONE LINE
UT
OVERHEAD UTILITY
OHU
EASEMENT
UNDERGROUND FIBER OPTICS
TITLE COMMITMENT REFERENCES XX
POINT OF BEGINNING "POB'
F❑ F❑
GS 47-30 (d)
CEIP (1")
IRS 0 BASE WOODS
L�J
"CULTIVATED FIELD"
(SOYBEANS)
16,5, j ;"�T
F
6 g)$ C'ysNT
0�
CHILDRESS PROPERTIES, LLC
DB 1584, PG. 1446
TAX PIN ID: 6726-01-36-0392
AREA = 1,306,800 SQ. FT. or
30.000 ACRES ±
"CULTIVATED FIELD"
(SOYBEANS)
NOTE: THE SOUTHERN PROPERTY LINE AND
BIESECKER ROAD NORTHERN R/W ARE THE SAME.
N88'37'48"W S89'48751 "W
221.15' IRS q, z 147'
BIESECKER ROAD
SR #1408
60' R/W
I, DAVID K. ALLEY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
(DEED DESCRIPTIONS IN DEED BOOK 1584, PAGE 1446); THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN DEEDS AS LISTED; THAT THE RATIO OF
PRECISION AS CALCULATED IS 1:10,000+; THAT THE SITE CONTROL
SHOWN HEREON WAS ESTABLISHED UNDER MY SUPERVISION FROM AN
ACTUAL GPS SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWING
INFORMATION WAS USED TO PERFORM THE GPS SURVEY: 1) CLASS OF
SURVEY CLASS A; 2) POSITIONAL ACCURACY DOES NOT EXCEED 0,10; 3)
TYPE OF GPS FIELD PROCEDURE STATIC; 4) DATE OF SURVEY 8/9/17;
5) DATUM/EPOCH NAD 83(2011); 6) PUBLISHED/FIXED CONTROL
NCGS-OPUS SOLUTION; 7) GOOD MODEL GEIODI2A; COMBINED GRID
FACTOR 0.99989269; 9) UNITS U.S. SURVEY FOOT; AND THAT THIS MAP
WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL THIS 18TH
DAY OF SEPTEMBER, 2017. f
L-4492
LICENSE NO. PROFESSIONAL LAND SURVEYOR
Plat Book: 69 Page: 2 100,
s, 1 t3:05:39 PM
David T. Rickard,
Registerof Deeds
Davidson Ct
IRS
CITY OF LEXINGTON POWERLINE
AS NOTED ON PS 44, PG. 2.
GS47-30 (f)(11)d
S89'19' 49"W
467.87'
I, DAVID K. ALLEY, A PROFESSIONAL LAND SURVEYOR, NUMBER
L-3834, CERTIFY THAT THE SURVEY CREATES A SUDDIVISI❑N OF
LAND WITHIN AN AREA OF A COUNTY OR MUNICIPALITY THAT HAS
AN ❑RDINANCE THAT REGULATES PARCELS OF LAND.
SURVEYOR _ DATE
�,\\\%II I I I1/ j/7� -
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2�'1�s3Io�!ti,�®�,
s
4 SEAL
L-4492 as*
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N: 764,935.0790'
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E: 1,624,359.1885'
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(NAD 83/2011)
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40
W
' �GRO 40. 8,
CP#1 /GRID)
S89'47'00"W I - I E FROM P#2
276.70' I ! to CP 1
BOUNDARY SURVEY FOR:
HIGHMA.RK SCHOOL
DEVELOPMENT, LLC
OWNER:
CHILDRESS PROPERTIES, LLC
PO BOX 398
WELCOME, NO 27374
TAX PIN ID: 6726-01-36-0392
DEED BOOK 1584, PAGE 1446
30.000 ACRES +/- (TOTAL)
Allied Associates, P.A.
4720 KESTER MILL ROAD PHONE (336) 765-2377
WINSTON-SALEM, N.C. 27103 FAX 760-8886
www.alliedapa.com NC LICENSE #C-2198
GRAPHIC SCALE
SCALE TOWNSHIP
COUNTY STATE
DATE
® eo' iao' zoo'
400' 1" = 100, LEXINGTON
DAVIDSON NORTH CAROLINA
09/14/17
SURVEYED: MAPPED:
JOB NO. MAP NO.
TDS
PJ TR DA
PA170803 CPS_ALTA.dwg
CPS
IN FEET
( )
1 inch = 100 ft.
(C) Allied Assoc.,
P.A. 2017