_Determination Request_20230208

VICINITY MAP
NTS
UTIL1 TY NOTE
NOTE TO CLIENT, INSURER, AND LENDER - WITH REGARD TO TABLE A,
ITEM 11, SOURCE INFORMATION FROM PLANS AND MARKINGS WILL BE
COMBINED WITH OBSERVED EVIDENCE OF UTILITIES PURSUANT TO
SECTION 5.E.iv. TO DEVELOP A VIEW OF THE UNDERGROUND UTILITIES.
HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF
UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY,
AND RELIABLY DEPICTED. IN ADDITION, IN SOME JURISDICTIONS, 811 OR
OTHER SIMILAR UTILITY LOCATE REQUESTS FROM SURVEYORS MAY BE
IGNORED OR RESULT IN AN INCOMPLETE RESPONSE, IN WHICH CASE
THE SURVEYOR SHALL NOTE ON THE PLAT OR MAP HOW/IF THIS
AFFECTED THE SURVEYOR'S ASSESSMENT OF THE LOCATION OF THE
UTILITIES. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS
REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION AND/OR A
PRIVATE UTILITY LOCATE REQUEST MAY BE NECESSARY
N/F TRI-ARC FOOD SYSTEMS, INC.
DEED BOOK 1459, PAGE 176
PLAT BOOK 2000, PAGE 793
PIN: 0650-87-9354
N/F / \
AOM INVESTMENTS, LLC
DEED BOOK 1329, PAGE 753
ALTA SURVEY CERTIFICATION PIN: 0650-87-7282 /
TO THE DESIGNEE OF: JOVIAN HOLDINGS, LLC, A NORTH CAROLINA LIMITED /
LIABILITY COMPANY, MOC ACQUISITIONS, LLC, A TEXAS LIMITED LIABILITY /
COMPANY AND STEWART TITLE GUARANTY COMPANY
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH 1T
IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD
DETAIL REQUIREMENTS FOR ALTA /NSPS LAND TITLE SURVEYS, JOINTLY
ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS
1, 2, 3, 4, 5, 6(b), 7(a), 7(b) (1), 7(b) (2), 7(c), 8, 9,11,13 AND 14 OF TABLE A THEREOF. THE
FIELDWORK WAS COMPLETED ON OCTOBER 07, 2022, /
DATE OF PLAT OR MAP: �)
PRINTED NAME: AARON R. STOCK /
�
LICENSE NUMBE�4: 51 C:R 17�if�
N1F JOVIAN HOLDINGS, LLC
SIGNATURE: � �f 0 ; o A�, •'. 75� / / DEED BOOK 3438, PAGE 726
yN1'6, a . w / LOT 1
MATTHEWS OIL COMPANY, INC.
PLAT BOOK 2013, PAGE 393
` 4ARo' 14 ��� _ PIN: 0650-97-3694
\ � i
\ / i
\ \ \ LIGHT POLE
IN
GPS SURVEY CERTIFICATION \ IN.\ SUBWAY p410 8`
\ ENTRANCE �� Q
I, AARON R. STOCK, CERTIFY THAT THIS PLAT WAS DRAWN UNDER SIGN i
CA
MY SUPERVISION FROM AN ACTUAL GPS (OR GNSS) SURVEY MADE
UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS
USED TO PERFORM THE SURVEY,'
CLASS OF SURVEY.' CLASS 0v\
POSITIONAL ACCURACY. 0,07' + 50 PPM OR LESS °c. \ / ^�
\ \ D.1. TOP = 173.41 ' � �a�' �
TYPE OF GPS (OR GNSS) FIELD PROCEDURE.- OPUS aG P, \ INV. IN (NE) = 169.21' / Q. a
DATE(S) OF SURVEY. OCTOBER 07, 2022 INV. OUT (SV0 = 169.01,
DATUM / EPOCH.' NAD_ 83(2011)12010.0000 ` LFRy�°go\ pc �`\
PUBLISHED /FIXED CONTROL: Cr7j0v \ / �Q
DK5550 NCGO GOLDSBORO CORS ARP <��ry o� \GH
D11680 NCET ELIZABE'THTOWN CORS ARP � �1 \ \ _
NE
DG 5938 NCCA CARTHAGE COBS ARP ��' PEDESTELEPHOTAL ---\
DF9213 NCBU BURLINGTON CORS ARP
DK7576 NCNA NASHVILLE COBS ARP
D11071 NCKN KENANSVILLE COBS ARP
DI1682 NCLU LUMBERTON CORS ARP
DM3527 NCRX ROXBORO CORS ARP
DM3529 NCWR WARRENTON COBS ARP
GEOID MODEL: GEOID 18
COMBINED GRID FACTOR: 0.99987348
UNITS: US SURVEY FEET
VERTICAL POSITIONS ARE REFERENCED TO NAVD88 USING (GEO1D18)
COMBINED FACTOR 0.99987348
WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS o1111111o"
��� �► R 01 �rf
THE DAY OF� �- �'� �S s 1 pti*y9i�I
sf
SURVEYOR •'�9 ��`.`�r�
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REGISTRATION NUMBER: 5113
LEGEND
♦
CALCULATED POINT
AC =
ACRES
©
EXISTING IRON PIPE (EIP)
ACSM =
AMERICAN CONGRESS ON
®
IRON PIPE SET
SURVEYING AND MAPPING
ljt�
BORE HOLE
ALTA =
AMERICAN LAND
TITLE ASSOCIATION
05
SANITARY SEWER MANHOLE
QG
SANITARY SEWER CLEANOUT
B M. =
BOOK OF MAPS
CB =
CATCH BASIN
�
WATER VALVE
CMP =
CORRUGATED METAL PIPE
®
WATER METER
FIRE HYDRANT
D.B. =
DEED BOOK
EIP =
EXISTING IRON PIPES
TELEPHONE PEDESTAL
ELEV =
ELEVATION
TELEPHONE MANHOLE
®
WATER MANHOLE
E M =
ELECTRIC METER
©
ELECTRIC BOX
FIRM =
FLOOD INSURANCE RATE MAP
#
LIGHT POLE
GPS =
GLOBAL POSITIONING SYSTEM
POWER POLE
HUD =
HOUSING URBAN DEVELOPMENT
CURB INLET
HYD =
FIRE HYDRANT
®
STORM DRAINAGE MANHOLE
INV =
INVERT
❑
YARD INLET
IPS =
IRON PIPE SET
__-_--_---
STORM DRAIN
LLC =
LIMITED LIABILITY COMPANY
ou
OVERHEAD UTILITIES
MPH =
MILES PER HOUR
UE
UNDERGROUND ELECTRIC
MSL =
MEAN SEA LEVEL
UT
UNDERGROUND TELEPHONE
NAD =
NORTH AMERICAN DATUM
w
WATER LINE
N/F =
NOW OR FORMERLY
NCGS =
NORTH CAROLINA GEODETIC
SS
SANITARY SEWER LINE
SURVEY
G
GAS LINE
NGVD =
NATIONAL GEODETIC VERTICAL DATUM
-X
X- FENCE LINE
N'%� %%,.,
C.B. TOP =1`29,—�
INV IN (NE) = 169.64'
INV OUT (SE) = 169.54'
NSPS =
NATIONAL SOCIETY OF
PROFESSIONAL SURVEYORS
NTS =
NOT TO SCALE
PG. =
PAGE
P.O.B. =
POINT OF BEGINNING
P.D.C. =
POINT OF COMMENCEMENT
P Q.L.
POINT ON LINE
R.C.P. =
REINFORCED CONCRETE PIPE
RAN =
RIGHT -OF -WRY
SF =
SQUARF FOOT
SMH =
SANITARY SEWER MANHOLE
S.R. =
STATEROAD
TBM =
TEMPORARY BENCH MARK
TIC =
TOP CURB
TWSP =
TOWNSHIP
TYP =
TYPICAL
Y.1. =
YARD INLET
OU
Q
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CONCRFTt .'�-
SIDEWALK ..
UTILITYMGHT�� O `
POLE
HIGHWAY
SIGN
/ SIGN
J �
/0 ' C.B. TOP= 175.13'
/
INV 1N (NW) = 168.33'
INV IN (SW) = 169.13'
INV OUT (SE) = 168.73' /i/ GUAR,4,) RAIL
46
TIE POINT IRON FOUND �`SS �� \00
CONTROL POINT / EIP
N. C. G. S. COORDINATES
N=607, 326.02'
E=2,059,145.19' IRF S's \
NAD 83(2011)
�0
5
`
/ / ,18 IRF,y( �`�� S / i
/
All / , C,
ro
76
/ "1
176—.
/ °
/
C-0
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I
/IRF
UTILITY/LIGHT
POLE ~
sAyR�Q(/ UNDERGROUND GAS ` ,
'P�W PAINTED MARKINGS)
Y , C.B. TyP= 173.97' �8"RCp
FLOOD INFORMATION
SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD
ZONE. IT IS LOCATED IN ZONE "X"AS DEFINED BY HUD F.I.R.M. COMMUNITY
PANEL NUMBER 372006400J, WITH AN EFFECTIVE DATE OF OCTOBER 03, 2006.
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
BEARING
CHORD
TANGENT
C1
125.23'
85.00'
84.42°
S7°01'18"E
114,21'
77.09`
_]
INV. IN (NW) = 167.47'
INV. OUT(SE) = 167.37'
` UNDERGROUND FIBER
(PER PAINTED MARKINGS)
RCP TOP = 166.82'—
UTILITY/LIGHT POLE -
� RCP TOP = 166.59'
FhW OPTIC VAULT—
I SMH
1 RIM = 177.49'
INV. IN (NW) = 172.74'
INV. OUT (SW = 172.59'
1
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1
1
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1
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1 1
1. 1
1 m
1 � 1
1 � 1
/OJ ER OPTIC VAULT
/
GENERAL NOTES
1.) THE ALTA/NSPS LAND TITLE SURVEY SHOWN HEREON DOES NOT MEET
ALL OF THE REQUIREMENTS ASSET FORTH BY LOCAL AND STATE
GOVERNMENT AGENCIES AND IS NOT FOR RECORDATION.
2.) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES, UNLESS NOTED
OTHERWISE.
3.) ALL AREAS COMPUTED USING COORDINATE METHOD FROM MEASURED
FIELD DATA.
4.) (1) ALL OBSERVABLE ENCROACHMENTS, BOUNDARY ISSUES, AND OTHER
PROPERTY MATTERS ARE SHOWN ON THE SURVEY, AND (II) THE
PROPERTY DESCRIBED ON THE SURVEY IS THE SAME PROPERTY
DESCRIBED IN THE TITLE COMMITMENT.
5.) RECORD PROPERTY DESCRIPTIONS SHOWN ON BOUNDARY LINES ARE
FROM FIELD MEASUREMENTS. DEED RECORD CALLS SHOWN HERE
WHERE THEY DIFFER FROM FIELD MEASUREMENTS.
6.) PROPOSED PROPERTY DESCRIPTION FORMS A MATHEMATICALLY
CLOSED FIGURE.
7.) SUBJECT PROPERTY HAS DIRECT ACCESS TO US 421 S - NC HWY 27 E
STATEMENT OF POSSIBLE ENCROACHMENTS
OA FIBER OPTIC LINE RUNS ACROSS PROPERTY
REFERENCES
DEED BOOK 1329, PAGE 753
DEED BOOK 1459, PAGE 176
DEED BOOK 3438, PAGE 726
DEED BOOK 3998, PAGE 1
DEED BOOK 881, PAGE 806
PLAT BOOK 2020, PAGE 25
PLAT BOOK 2013, PAGE 726
PLAT BOOK 2000, PAGE 793
OF THE HARNETT COUNTY, NC REGISTER OF DEEDS
N/F JOVIAN HOLDINGS, LLC
REMAINDER OF
DEED BOOK 3438, PAGE 726
LOT2
MATTHEWS OIL CO.
PLAT BOOK 2013, PAGE 393
N/F
LOUISE M, JOHNSON TRUSTEE &
DIANE MARIE JOHNSON TRUSTEE
DEED BOOK 2048, PAGE 770
PIN: 0650-96-7817
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ZONING INFORMATION
ZONING. (GB) GENERAL BUISNESS
BUILDING SETBACKS: FRONT: 30 FEET
SIDE: 10 FEET
STREET SIDE. 20 FEET
REAR.' 20 FEET
MAXIMUM BUILDING HEIGHT.' 4 STORIES
MINIMUM PARKING REQUIREMENTS (RESTAURANT/BAR):
1 PER 400 SF GFA (RETAIL/ COMMERCIAL) 1 PER 500 SF
INFORMATION PROVIDED BY CITY OF LILLINGTON.
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
EXISTING TRACT 2 AREA = 21.89 ACRES
PROPOSED NEW PARCEL AREA = 60,545 SF OR 1. 39 ACRES
REMAINING TRACT 2 AREA 20.50 ACRES
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MOC-2202
FILENAME:
MOC-2202-AT
DRAWN BY:
GJP
SCALE:
1" = 30
DATE:
10-10-2022
SHEETNO
I
of2

VICINITY MAP
NTS
SCHEDULE B - SECTION II
STEWART TITLE GUARANTY COMPANY
COMMITMENT NUMBER: 22000140424
COMMITMENT DATE: OCTOBER 11, 2022 @ 8:00 A.M.
SCHEDULE B - SECTION 11
EXCEPTIONS
10 ALL MATTERS AS SHOWN ON PLAT(S) RECORDED 1N PLAT BOOK D, PAGE 1-D
(AFFECTS SUBJECT PROPERTY) ; PLAT BOOK D, PAGE 63-B (AFFECTS
SUBJECT PROPERTY); PLAT BOOK 13, PAGE 22 (AFFECTS SUBJECT
PROPERTY); PLAT BOOK 2000, PAGE 793 (DOES NOT AFFECT SUBJECT
PROPERTY) ; PLAT BOOK 2013, PAGE 309 (DOES NOT AFFECT SUBJECT
PROPERTY); PLAT BOOK 2013, PAGE 393 (DOES NOT AFFECT SUBJECT
PROPERTY) ; AND PLAT BOOK 2020, PAGE 25 (AFFECTS SUBJECT PROPERTY -
AS SHOWN HEREON) , HARNETT COUNTY REGISTRY.
11 CONDEMNA TION ACTION FILED IN 86-CVS-1059, AS EVIDENCED BY
MEMORANDUM OF ACTION RECORDED IN BOOK 816, PAGE 426; AS AFFECTED
BY SUPPLEMENTAL MEMORANDUM OF ACTION RECORDED IN BOOK 843,
PAGE 449, AND CONSENT JUDGMENT RECORDED IN BOOK 843, PAGE 544,
HARNETT COUNTY REGISTRY.
(DOES NOT AFFECT SUBJECT PROPERTY)
i2 NOTICE CERTIFICATE RECORDED IN BOOK 847, PAGE 198, HARNETT COUNTY
REGISTRY (AFFECTS SUBJECT PROPERTY)
13 EASEMENT(S) AND/OR RIGHT(S) OF WAY IN FAVOR OF CAROLINA POWER &
LIGHT COMPANY, RECORDED IN BOOK 8533, PAGE 344, HARNETT COUNTY
REGISTRY.
(AFFECTS SUBJECT PROPERTY - BLANKET TYPE - NOT PLOTTABLE)
i4 CONTRACT AND AGREEMENT RECORDED IN BOOK 859, PAGE 300, HARNETT
COUNTY REGISTRY.
(AFFECTS SUBJECT PROPERTY- BLANKET TYPE - NOT PLOTTABLE)
15 SEWER DEED IN FAVOR OF COUNTY OF HARNETT, RECORDED IN BOOK 870,
PAGE 330, HARNETT COUNTY REGISTRY.
(AFFECTS SUBJECT PROPERTY - AS SHOWN HEREON)
16 DEED OF EASEMENT IN FAVOR OF THE DEPARTMENT OF TRANSPORTATION,
RECORDED IN BOOK 881, PAGE 806, HARNETT COUNTY REGISTRY
(AFFECTS SUBJECT PROPERTY - AS SHOWN HEREON)
17 EASEMENT GRANTED IN THAT CERTAIN DEED IN FAVOR OF QUICK STOP
FOOD MART, INC., RECORDED IN BOOK 1163, PAGE 627, HARNETT COUNTY
REGISTRY.
(DOES NOT AFFECT SUBJECT PROPERTY)
18 EASEMENT GRANTED IN THAT CERTAIN GENERAL WARRANTY DEED IN
FAVOR OF TRI-ARC FOOD SYSTEMS, INC., RECORDED IN BOOK 1459, PAGE
176, HARNETT COUNTY REGISTRY.
(DOES NOT AFFECT SUBJECT PROPERTY)
19 ACCESS EASEMENT AGREEMENT IN FAVOR OF TRI-ARC FOOD SYSTEMS,
INC., RECORDED 1N BOOK 1459, PAGE 179, HARNETT COUNTY REGISTRY.
(DOES NOT AFFECT SUBJECT PROPERTY)
20 SEWER AND STORM WATER DRAINAGE EASEMENT IN FAVOR OF HWY 55
LILLINGTON, LLC, RECORDED IN BOOK 3777, PAGE 250, HARNETT COUNTY
REGISTRY.
(AFFECTS SUBJECT PROPERTY- AS SHOWN HEREON)
21 TEMPORARYACCESS CONSTRUCTION AND GRADING EASEMENT
AGREEMENT AND PERMANENT ACCESS EASEMENT IN FA VOR OF HWY 55
LILLINGTON, LLC, RECORDED IN BOOK 3777, PAGE 260, HARNETT COUNTY
REGISTRY.
(DOES NOT AFFECT SUBJECT PROPERTY)
22 GRANT OF EASEMENT ELECTRIC DISTRIBUTION IN FAVOR OF PINE GA TE
RENE WABLES, LLC, RECORDED IN BOOK 3869, PAGE 877, HARNETT COUNTY
REGISTRY.
(DOES NOT AFFECT SUBJECT PROPERTY)
23 EASEMENT IN FAVOR OF DUKE ENERGY PROGRESS, LLC, RECORDED IN
BOOK 3916, PAGE 426, HARNETT COUNTY REGISTRY.
(AFFECTS SUBJECT PROPERTY - BLANKET TYPE - NOT PLOTTABLE)
PROPERTY DESCRIPTION RECORD
BEGINNING AT AN IRON PIPE LOCATED AT THE INTERSECTION OF THE EASTERN MARGIN OF
THE RIGHT OF WAY OF NC HIGHWAY NO. 210 AND THE NORTHERN MARGIN OF US HIGHWAY
NO. 421 AND RUNS THENCE WITH THE EASTERN MARGIN OF THE RIGHT OF WAY OF NC HIGH
WAY NO 210 NORTH 38 DEGREES 17 MINUTES 27 SECONDS EAST 1611.0 FEET TO AN EXISTING
IRON PIPE, CORNER WITH WALTER LYNWOOD JOHNSON AND WIFE, BETTY L. JOHNSON; AND
RUNS THENCE WITH THE LINE OF WALTER JOHNSON, SOUTH 57 DEGREES 12 MINUTES 05
SECONDS EAST 808.89 FEET TO AN EXISTING IRON PIPE, CORNER WITH AUBREY WOOD, -
THENCE WITH THE LINE OF AUBREY WOOD, SOUTH 45 DEGREES 31 MINUTES 16 SECONDS
WEST 754.45 FEET TO AN EXISTING IRON PIPE LOCATED IN A POND; THENCE SOUTH 11
DEGREES 16 MINUTES 28 SECONDS WEST 62.24 FEET TO AN EXISTING IRON PIPE IN THE POND
AND NEAR THE DAM, CORNER WITH ROBERT A. JOHNSON AND A. L. WOOD; THENCE WITH AN
AGREED LINE WITH ROBERT A. JOHNSON, SOUTH 38 DEGREES 20 MINUTES 25 SECONDS
WEST 832.53 FEET TO AN IRON PIPE IN THE RIGHT OF WAY OF US HIGHWAY NO 421 NEAR THE
NORTHERN END OF A 48-INCH DRAIN CUL VERT UNDER US HIGHWAY NO. 421; THENCE WITH
THE RIGHT OF WAY OF US HIGHWAY NO. 421, NORTH 55 DEGREES 44 MINUTES 23 SECONDS
WEST 739.60 FEET TO THE POINT AND PLACE OF BEGINNING AND CONTAINING 27.773 ACRES
(INCLUDING A PORTION OF ROAD RIGHT OF WAY), ALL ACCORDING TO AN ACTUAL SURVEY BY
RANDY RAMBEAU, REGISTERED SURVEYOR, ON APRIL 1, 1986.
LESS AND EXCEPT THE FOLLOWING:
EXCEPTION ONE: BEING ALL OF THAT CERTAIN 1.095 ACRE TRACT AS SHOWN OF THAT PLAT
ENTITLED "SURVEY FOR TRI-ARC FOOD SYSTEMS, INC., TOWN OF LILLINGTON, LILLINGTON
TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA"BY JIMMY C. BARBOUR, PROFESSIONAL
LAND SURVEYOR DATED APRIL 27, 2000 AND RECORDED AS PLAT #2000-793, HARNETT
COUNTY REGISTRY.
TOGETHER WITH RIGHTS OF INGRESS, EGRESS, AND REGRESS OVER AND ALONG THAT 30
FOOT EASEMENT LEADING FROM NC HWY 27 & US HWY 421 TO THE ABOVE -DESCRIBED
PROPERTY AS SHOWN ON THE ABOVE -REFERRED TO TO PLAT
EXCEPTION TWO: BEING ALL OF LOT NO. 2, CONTAINING 1.00 ACRE, AS SHOWN ON THAT
CERTAIN SURVEY ENTITLED "PROPERTY OF QUICK STOP FOOD MART, INC." WHICH SURVEY IS
RECORDED IN PLAT CABINET F, PAGE 585B, HARNETT COUNTY REGISTRY.
IN ADDITION TO THE ABOVE DESCRIBED PROPERTY, THE GRANTOR CONVEYS TO THE
GRANTEE, ITS SUCCESSORS AND ASSIGNS (A) A NON-EXCLUSIVE PERPETUAL ACCESS
EASEMENT TO AND FROM HIGHWAY US 421INC 27 OVER AND ACROSS THAT CERTAIN TRACT
DESIGNATED AS "LOT NO. 3" ON THAT CERTAIN PLAT RECORDED IN PLAT CABINET F, PAGE
585B, HARNETT COUNTY REGISTRY; AND (B) A PERPETUAL DRAINAGE EASEMENT OVER AND
ACROSS AND LOCATED ON THE REAL PROPERTY DESCRIBED BELOW, WITH SAID DRAINAGE
EASEMENT BEING FOR THE PURPOSE OF DRAINAGE OF SURFACE WATER FROM THE ABOVE
DESCRIBED LOT #2 ONTO THE PROPERTY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN
THE EASTERN LINE OF THAT 1.00 ACRE TRACT NO. 2 AS SHOWN ON A MAP RECORDED IN PLAT
CABINET F PAGE 5858, HARNETT COUNTY REGISTRY, SAID POINT BEING LOCATED SOUTH 33
DEGREES 35 MINUTES 33 SECONDS WEST 28.78 FEET FROM THE NORTHEAST CORNER OF
SAID TRACT AND ALSO BEING IN THE SOUTHERN MARGIN OF A 20-FOOT SANITARY SEWER
EASEMENT GRANTED TO THE COUNTY OF HARNETT BY DEED RECORDED IN DEED BOOK 870,
PAGE 330 HARNETT COUNTY REGISTRY, AND RUNNING THENCE ALONG SAID SOUTHERN
MARGIN FOR A FIRST CALL SOUTH 57 DEGREES 28 MINUTES 24 SECONDS EAST 200.00 FEET
TO A POINT; THENCE SOUTH 33 DEGREES 35 MINUTES 33 SECONDS WEST 20.00 FEET TO A
POINT, THENCE PARALLEL TO THE AFOREMENTIONED SEWER EASEMENT NORTH 57 DEGREES
28 MINUTES 24 SECONDS WEST 200.00 FEET TO A POINT IN THE EASTERN LINE OF THE
AFOREMENTIONED TRACT NO. 2; THENCE ALONG SAID LINE NORTH 33 DEGREES 35 MINUTES
33 SECONDS EAST 20.00 FEET TO THE POINT OF BEGINNING.
THE GRANTORS IN BOOK 1163, PAGE 627 RESERVE FOR ITSELF, ITS SUCCESSOR AND
ASSIGNS, A PERPETUAL SEWER AND WATER EASEMENT OVER AND ACROSS AND LOCATED
ON THE PROPERTY DESCRIBED AS FOLLOWS: BEGINNING AT A REBAR SET IN THE EASTERN
MARGIN OF NC HIGHWAY 210 BEING THE NORTHWEST CORNER OF THAT 1.00 ACRE TRACT NO.
2 AS SHOWN ON A MAP RECORDED IN PLAT CABINET F, PAGE 565B HARNETT COUNTY
REGISTRY, AND RUNNING THENCE ALONG THE NORTHERN LINE OF SAID TRACT SOUTH 25
DEGREES 08 MINUTES 43 SECONDS EAST 57.59 FEET TO A REBAR, THENCE A NEW LINE
SOUTH 32 DEGREES 31 MINUTES 36 SECONDS WEST 14.65 FEET TO A POINT IN THE
NORTHERN MARGIN OF A 20-FOOT SANITARY SEWER EASEMENT GRANTED TO THE COUNTY
OF HARNETT BY DEED RECORDED IN DEED BOOK 870, PAGE 330, HARNETT COUNTRY
REGISTRY. THENCE ALONG SAID MARGIN NORTH 57 DEGREES 28 MINUTES 24 SECONDS WEST
5.71 FEET TO A POINT IN THE EASTERN MARGIN OF NC HIGHWAY 210, THENCE ALONG SAID
MARGIN NORTH 35 DEGREES 06 MINUTES 15 SECONDS EAST 45.49 FEET TO THE POINT OF
BEGINNING.
TOGETHER W1TH SAID SEWER AND WATER EASEMENT TO BE FOR THE BENEFIT OF THE
FOLLOWING PROPERTY. BE91NG ALL OF TRACT A AND TACT B AS SHOWN ON THAT CERTAIN
SURVEY ENTITLED "ANNEXATION MAP, SURVEY & MAPPED FOR MATTHEWS OIL CO., INC. "
WHICH SURVEY IS RECORDED IN PLAT CABINET D, SLIDE 63-B HARNETT COUNTY REGISTRY,
LESS THE 1 ACRE TRACT (LOT #2 SHOWN IN PLAT CABINET F, PAGE 585B, HARNETT COUNTY
REGISTRY) WHICH IS BY THIS DEED BEING CONVEYED TO THE GRANTEE OF BOOK 1163, PAGE
627.
BEING ALL OF THE APPROXIMATELY 1.071 ACRE PARCEL SHOWN AS LOT 2 ON PLAT ENTITLED
"MINOR SUBDIVISION SURVEYED AND MAPPED FOR: CSC PROPERTIES, LLC" BY STANCIL &
ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.PA., AND RECORDED IN MAP NUMBER 2020,
PAGE 25, HARNETT COUNTY REGISTRY.
PROPERTY DESCRIPTION NEW PARCEL
BEING A NEW TRACT OF LAND OUT OF TRACT 2 AS RECORDED 1N DEED BOOK 802, PAGE 427
AND DEED BOOK 2452, PAGE 403 HARNETT COUNTY REGISTRY AND DESCRIBED AS FOLLOWS.
BEGINNING AT AN IRON ROD FOUND LOCATED AT THE SOUTHEAST CORNER OF LOT 1,
MATTHEWS OIL COMPANY AND ALONG THE NORTHERN MARGIN OF US HIGHWAY NO. 421, SAID
Cn
POINT OF BEGINNING BEING THE SOUTHWEST CORNER OF THE HEREIN DESCRIBED TRACT-0
THENCE LEAVING THE NORTHERN MARGIN OF US HIGHWAY NO. 421 AND ALONG THE LINE OF
LOT 1, MATTHEWS OIL COMPANY, NORTH 31 DEGREES 19 MINUTES 08 SECONDS EAST 242.13
LLl
FEET TO AN IRON PIPE SET AT THE NORTHWEST CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE ALONG A NEW LINE SOUTH 58 DEGREES 40 MINUTES 54 SECONDS EAST 250.06 FEET
TO AN IRON PIPE SET AT THE NORTHEAST CORNER OF THE HEREIN DESCRIBED TRACT,
THENCE ALONG A NEW LINE SOUTH 31 DEGREES 16 MINUTES 08 SECONDS WEST 241.92 FEET
TO A PKNAIL SET ALONG THE NORTHERN MARGIN OF US HIGHWAY NO. 421;
THENCE ALONG AND WITH THE NORTHERN MARGIN OF US HIGHWAY NO. 421, NORTH 58
DEGREES 43 MINUTES 52 SECONDS WEST 250.27 FEET TO THE POINT AND PLACE OF
BEGINNING AND CONTAINING 60,545 SQUARE FEET OR 1.39 ACRES MORE OR LESS.
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I" = 30
TE:
10-10-2022
FET NO_
2 of 2