NCC223678_Site Plan or Location Map_20221031

MAP REFERENCE:
MAP BOOK 27, PAGE 179 /
z CARLTON MARK TYSON, TRUSTEE OF THE
L. CARLTON TYSON REVOCABLE TRUST / CARLTON MARK TYSON, TRUSTEE OF THE
0 3 PART OF TRACT 2 OF DB 1685 PG 1013 L. CARLTON TYSON REVOCABLE TRUST
9> laa PID #662202762579 / PART OF TRACT
pC622027B72 05 PG 1013
FSPA.
CT COMMUNICATIONS INC. /
V DB 729 PG 439 N04'30'55"E 583.83' (M)
� �� PID #662202850845 / N0430'00"E 583.74' (R)
vJ /
N 0427'43"E 454.01' (M) / X 644.4 X 64a6 X 641., g43 4 / g;2g
X 6"1 / / X X 942.8 1
N04 30'00 E 453.93' TOTAL (R) _ 94ao X 642s X 6�� 6az s / i 6�1 641.4
X 640.s X 8q.8 X 8409 - X BN.2 - K6 '•'•2_ X 6N.8 ( X X 643.E X 8441 j`644.0 / w3.0 / / / \ - \ \ WOODS a.e / / / X /
♦ Q SO4'35 29 "W 219.07' - - - - X e4ae S� / V v / 1 "EIS / 636•3
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/ .. _ .. _ .. _ .. _ .. _ .. _ .. _ .. _ .. _ . 83&s - - _ \ \ \ x 643. X X 842.7 X 641.2 20' SIDE YARD i /
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i/ - ( )- / PER ZONING s
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X s=.7 X 6 640.0 A g4yos i� / /
v 37.8 GRAVEL 637•s g37s ems PER ZONING
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SO4'20 07"W O v, / " GbP - 300.3' '-
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VICINITY MAP
NOT TO SCALE
TIE LINE MATTHEW T. MAULDIN and wife, : D I / X ` / �MARC C. LOMARTIRB - - I \ I / w o
/�Q :/ DANIELLE B. MAULDIN 638.5 Z idl m� 0 6m'0 6m9 Bm.7 837.8 6m.7 Bm.B 8T' GP �� 843.4
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8 2� r I70 0 240.1' V � /
\� DB1610PG88 N� z I N �,
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- �` / /� / PI #661202862152 1 1 i j/ PID #662202882350
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- _ _ X 6 _.
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837.E 6m.8 m 639.E X 83&9 / 6 /
X 837.3 637.E 637.E $37.7 GRAVEL Z 6 J / ' / / / / / / 831.8
GDP I 2 */A/ * //� / I
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O 636.,x 239.8' 63a• / x
j WV ° r° ,� GATE J eaa 63&6 1 FOOTPRINT AREA: 7,177 SQ. FT. I /
X �r.-��{�{/�y ��ryj \ \ 636.8 BJ9.8 \\ 1 I I / X X / /
X _N wY ACCESS X 641.8 i �� r D f'C'7^1 YY I`N G W6.,X . ,g� 834.4 g33.e 833'6 - �.� %g37.7
f� H OiF e io BUILDING HEIGHT: 9.2'�-1�_-rc� $� / /
IBM O' h ° / 4 �Gp 239.8' LP ! - - A� .a 1 x me x 63&0 ✓i �/ / / �// r
/ / J�` / xl /
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h �" E E x 63as i °+{� ,� - - s �A _ _ S / a3a.4 &u.6 i� gi / /
MAIL IN PP / DO' $ V� -� E- &ms 6m.6 6m.6 LP Ems (�II 84f9 4g�\ / / I %�� �MI / ROCK PILE ���/�% N16• J
LP 63z7o YI 12"CPP w / V A �„ '� WOODS
1 36 "
REV- 24 / . �� N 9 - 0 GR: 636.54 �_SD SD - GR: 636.55 0 '. 1 - 6 / / / X 637.7 q$
0 63ge 63&s, 63&06 ~�,e w OSSIBLE JUNCTION BOX �I� f �� / \ / .1.4 eg
63D.69 839.22 639.0 g31• 1 b'• J
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/ O w. 4 ro OUT:634.27 1 xz / ����-_ /� > � �e� - __ 6j1 /% / j �i " 13E ?35�•8�
/ \ \ \ - 6 / / / 1 iJt 82 ' -
0w °% 6 °a�'� °36 / 8 (R
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q� 4/ 1 z A x em.6� x 6za j /
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4 O -0 o O u m x gs.e x x x en.e
FOOTPRINT AREA: 8,990 SQ. FT. �,.74 o FOOTPRINT AREA: 8,388 SQ. FT. o I m x x 636 i (
4i J o C1 O 0 5 O M I z / 64z4 64&e / x 63A1 � / i i ii 67�� VA x 6z6.6
h G � �P m �*Z�M31 o BUILDING HEIGHT. 9.2' 7 � c> 7 BUILDING HEIGHT. 9.2' I� � I n 64z2 � � /,DE
���6zso / o� / PGDP "� 300.0' GDP I / 6�"Li/ i279.8' GDP I m % 20' YARD s _ es% 9/ J sz�_ i Xg1�� / _ X627.7
637.73 837.4 837.E 837.E Bm.B 837.s 6m.3 N 637.6 I X 647.6 642.9 X PER NING //�
/ GATE 840 84o.z7 e39.es 63e.z6 / e3&m 63&4s 6ms9 r, 5 p �o I x6a• �- /
_ 621.s �2�'
g 6 GDP GRAVEL em., 6m1 537.1 6443 e� z 9 - _63, �i 2• / �/ /�� ° 0 a� // / / /
,R s 17.1X 3 g20s 810.3 1•
/ CCESS o v 6m.z s�eo 4 6366 _ i G x % �� / // x62� i 1 2" IR
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X 630.3
/ W 63&7 s3z7 ° 2„EIR V / / //� 5� I 1 ^' ///a
w0.a LP 6a., / LP �\ CHAINLNK FENCE x64se cep i �� ��� / /�' g30.9 r ��
/ CHAINLINK ENCE - _ - - / / \ \ i-k Z 6aa� i r
/ g / / / 1/2°EIR 6X WOODEN SHED / - x834.z- x633s s�.o / x / / / i k6u.2 x646.gI x�4z1 �x \ I 62&8 �N X 627.3 x631.3 X �r
`^� �/ 83&6 X 641.4 X 847s gq•9 \63&8 \ \ CM7� 628.1 �X-g321 r 827.0
//NV ox / / X 640.3 �. / X 64&v X \ x 6aso
63g,5, My, r / ° / X 640.9 X 640.8 839., X 837.9 m'0 X 83&9 X 63& SO4'31'35"W 800.78' r
/ / / 4/ RICHFIELD LAND HOLDINGS, LLC
$ / P 0 B SO4'31 35 W 842.56 (M) DB 1433 PG 359 SO431'35"W 800.91' (R) �°'��0��'
so (BASIS OF BEARINGS) PID #662202864526
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LEGEND:
CPP - CORRUGATED PLASTIC PIPE
DB - DEED BOOK
ECM - EXISTING CONCRETE MONUMENT
EIP - EXISTING IRON PIPE
EIR - EXISTING IRON ROD
EMM - EXISTING METAL MONUMENT
EN - EXISTING NAIL
EOP - EDGE OF PAVEMENT
FH - FIRE HYDRANT
GDP - GUARD POST
GP - GATE POST
HVAC - HEATING, VENTILATION, AIR COND.
JBX - JUNCTION BOX
LNIP - LAMP POST
LP - LIGHT POE
(M) - MEASURED
MBX - MAILBOX
MB -MAP BOOK
MH -MANHOLE
NGS - NATIONAL GEODETIC SURVEY
AIR -NEW IRON ROD
AN - NEW NAIL
PID - PARCEL IDENTIFICATION NUMBER
PM - POWER METER
PP - POWER POLE
PG - PAGE
(R) - RECORDED
RCP - REINFORCED CONCRETE PIPE
YI - YARD INLET
LINE LEGEND:
GA J GIV/G 1V l - -
CHAINLINK FENCE x
PROPERTYLINE
PROPERTYLINE (NOT SURVEYED) - - -
RIGHT-OF-WAY
RIGHT-OF-WAY (NOT SURVEYED) - - - - - - -
SETBACK - -
POWER LINE E
POWER LINE (UNDERGROUND) UE
STORM DRAIN PIPE SD
WOOD FENCE
PARKING:
NO MARKED PARKING SPACES EXIST IN
THE SUBJECT PROPERTYAT THE TIME
OF SURVEY.
0
0
Know what's below.
Call before you dig.
UTILITIES:
STANLY COUVTY UTILITIES DEPARTMENT
[phone]
INVESTORS TITLE INSURANCE COMPANY
COMMITMENT NO: 202210331CA, EFFECTIVE DATE: FEBRUARY24, 2022 AT 08:00 AM
SCHEDULE B -11 (EXCEPTIONS)
AFFECTS THE SUBJECT PROPERTY, CONTAINS NO ITEMS THAT CAN BE PLOTTED HEREON
SCHEDULE C DESCRIPTION
ALL OF THAT LOT LOCATED IN THE STATE OF NORTH CAROLINA, COUNTY OF STANLY,
CITY OF RICHFIELD AND BE DESCRIBED AS TAX PARCEL 4151 N534 CONTAINING 6.42
ACRES AND COMPOSED OF THE FOLLOWING LANDS:
TRACT 1:
BEING ALL OF .NEW LOT 1 CONTAINING 1.71 ACRES ± AS SHOWN ON SUBDIVISION PLAT
FOR MATTHEW AND DANIELLE MA ULDIN AND RECORDED IN MAP BOOK 25 AT PAGE 208
OF THE STANLY COUNTY, NORTH CAROLINA REGISTER OF DEEDS.
TRACT 2
BEING ALL OF .NEW LOT 2 CONTAINING 4.71 ACRES± AS SHOWN ON RECOMBINATION
PLAT FOR MATTHEW & DANIELLE MA ULDIN AN RECORDED IN MAP BOOK 27 AT PAGE
179 OF STANLY COUNTY, NORTH CAROLINA REGISTER OF DEEDS.
SURVEYOR'S DESCRIPTION:
Being all of that certain tract or parcel of land located in the Town of Richfield, Harris Township,
Stanly County, North Carolina, and being more particularly described as follows:
BEGINNING at an existing 1/2" iron rod found on the northeasterly margin of E. Church Street,
N.C. Highway 52 (a 150-foot public right-of-way), said iron being located at the southwesterly
corner of the Richfield Land Holdings, LLC property as described in Deed Book 1433, Page 359
of the Stanly County Public Registry;
thence with the margin of E. Church Street, North 58°55'48" West, 100.54 feet to an existing 1/2"
iron rod found at the southernmost corner of the Matthew T. Mauldin property as described in
Deed Book 1610, Page 88 and being depicted as Lot 1 on Map Book 27, Page 179 of said
registry;
thence with the line of Matthew T. Mauldin, the following two (2) bearings and distances:
1) North 04'24'19" East, 340.78 feet to an existing 1/2" iron rod found;
2) North 85°28'55" West, 142.58 feet to an existing 1/2" iron rod found in the eastern line of the
Carlton mark Tyson property described as Tract 2 of Deed Book 1685, Page 1013 of said
registry;
thence with the line of Carlton Mark Tyson, the following two (2) bearings and distances:
1) North 04°27'43" East, 454.01 feet to an existing 1/2" iron rod found;
2) North 04°30'55" East, 583.83 feet to an existing 1" iron pipe found at the southernmost
southwest corner of the Town of Richfield property as described in Deed Book 1548, Page 914
and being depicted as Lot 2 on Map Book 24, Page 218 of said registry;
thence with the Town of Richfield, the following two (2) bearings and distances:
1) South 82°07'51" East, 184.80 feet to a new 1/2" iron rod set;
2) North 16°36'48" East, 235.81 feet to a new 1/2" iron rod set in the western line of the
aforementioned property of Richfield land Holdings, LLC;
Thence with the line of Richfield Land Holdings, LLC, South 04°31'35" West, passing an existing
1/2" iron found at 800.78 feet, a total distance of 1643.34 feet to the POINT OF BEGINNING,
having an area of 279,471 square feet or 6.4158 acres, as shown on a survey by R. B. Pharr &
Associates, P. A., dated March 2, 2022, Job No. 93939.
NOTES:
1. THIS PLAT IS .NOT FOR RECORDATION AS PER G.S. 47-30 AS AMENDED
2. ALL CORNERS MONUMENTED AS SHOWN.
3. NO RECOVERABLE NGS MONUMENT LOCATED WITHIN 2, 000 FEET OF SUBJECT
PROPERTY.
4. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP IS
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR PLANNING
ONLY. ACTUAL LOCATION, SIZE, OR DEPTH OF LINE SHOULD BE VERIFIED WITH THE
INDIVIDUAL UTILITY COMPANY BEFORE CONSTR UCTION.
5. BROKEN LIVES UNLESS THEY HAVE A METES AND BOUNDS DESCRIPTION, INDICATE
PROPERTY LIVES .NOT SURVEYED.
6. THE OFF -SITE RIGHT-OF-WAY SHOWN HEREON IS FOR ILLUSTRATIVE PURPOSES
ONLY. THE UNDERSIGNED CERTIFIES ONLY TO THE RIGHT-OF-WAYS SURVEYED, AND
DOES NOT CERTIFY TO THE RIGHT OF WAY WIDTH OF ANY ADJACENT PROPERTIES.
7. AT THE TIME OF THIS SURVEY, THERE WAS NO OBSERVED EVIDENCE OF RECENT
EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS.
8. AT THE TIME OF THIS SURVEY, THERE WAS NO OBSERVED EVIDENCE OF RECENT
STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. SURVEYOR IS UNAWARE OF
PROPOSED CHANGES IN STREET RIGHT OF WAY LINES.
9. AT THE TIME OF THIS SURVEY, THE PROPER AUTHORITIES WERE .NOT CONTACTED
FOR WETLAND DELINEATION.
10. THIS PROPERTY IS WITHIN THE WS-IV (YADKIN) WATERSHED AREA. DEVELOPMENT
RESTRICTIONS MAY APPLY.
DETAIL DRAWING
NOT TO SCALE
r
NGS MONUMENT "STN 6"
N:622376.51 (GRID) �� r
E:1633763.27 (GRID) r�
ELEV:645.47 (NAVD 88) �S
�62 21.03(GRID)
5"
N
)� E:1635941.28 (GRID)
L� ELEV: 682.30 (NAVD 88)
04L. V X
X 64>3 X- -�11 '2- X 641.6
v n 7 -_ X 640.5 X 641.6_ X 640.6 X 640.8 - -_ \
�- SO4`35 29 W 2 / 9.07
640X � 642.4
PP 1/2"EIR - - - - TIE LINE - - - X �6385 - � CHAINLINK FENCE C
���� hN 3/4„EIR - - - - -=
)f /2"EIR 83� - - (382D8') 2 SIDE YAK -+ (70 95
\��� z 636.9 W-------637.5 ---- X--------- --- 6376
Q / / / - J s37.6 GRAVEL s37s s37s s37.5"--- PER ZONING s37sl
U �\ f 837.8 637.9 637 637.9 637.9 637.8 \
w- oo N 6378 14 6 a� FOOTPRINT AREA: 5,986 SQ. FT. 300.3' a, saos l
O��J�� SO4`20'07"W M CJT 63� X GDP BUILDING HEIGHT: 9.2' 300.3' rn
/ / 637.8 N 637.9 837.9 / /
�� V� 50.0,3 cn GDP 6377 637.E 637.8 637.8 637.9 638.01 D X
n
X 2 TIE LINE = M
0
• M MATTHEW T. MAULDIN and wife X D I -U O� 637.0 637.8 637.7 637.8 637.7 637.8 1636.1 fT1 /
ryo /�• �°� , _ X X X X 637.9 GDP ( I /
/ ^ 636.5 z M o X 637.8 X GP
DANIELLE B. MAULDIN , � r I CD
DB 1610 PG 88 N z II 240.1 cg
v LOT 1 OF MB 27 PG 179 I N E M cNo n 'Ia / 642.2
N o FOOTPRINT AREA: 7,183 SQ. FT. I =
a Q H PID #682202851932 c a• ,� I z D
_ X M ,� z - BUILDING HEIGHT: 9.2 z w
X/ � o� o � CO 6 n C) t 240.1 GDP r w sR?S
X ra 637.9 Z t
/ a ^ �� 636.5 f7l I G D P 637.8 637.9 s37.9 637.8 637.8 N m DIRT PILE tiry /
`Ob w X 637.8 638.2 6k
Z1 1 2"EIR ' " ' 637.6 637.6 m
-, / N04 2419E 340.78 (M) X637.3 637.E 637.E _ 637.7 GRAVEL n
sJ O
/ �� GATE / N0423'21'E 340.91' (R) s3s.1X/ 43.1' 239.8' N GDP M 638.3 Is3.2
�p' 641.1 638.E N
1 FOOTPRINT AREA: 7,177 SQ. FT. � �
ry ti X 636.1 X ACCESS �. r 636s -
X pc lr' WMH ^ �" s0 x sa1.6 / x s37s \ s BUILDING HEIGHT: 9.2' 638.1 #
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637.5 637.6 637.E ,
II 8gq•g
LP 637.70 O GR: 636.54 YFSD 12' CPPS SD YI GR: 636.55 0 x1
. 24 Q G P 63 s39.69 0 639.2z
638.87 638.51 638.06 s37.1a ca OSSIBLE JUNCTION BOX ���
o �6�24� IN:634.32 OUT:633.86 U,
�, �� � ^� Q / �Q�& 63 39 0 638.65 636.33 \ 637.79 N P 0O , 637.4 P OUT: 634.27 637.5 637.5 637.4 637.6 637.5 GDP III I I I II x r
,aa ,�!^� J643.88 CID (7O �� � _ �640.39 640.29 639.72 GD �. D
Q ��0 300.0' 0 637.75 0 279.8' o � X
643X4 � CA
FOOTPRINT AREA: 8 388 SQ. FT.
�h�^ �� FOOTPRINT AREA: 8,990 SQ. FT. W o o I I I z
637.74
h f GW �� GP m i7640.31 o BUILDING HEIGHT: 9.2' w 0 � BUILDING HEIGHT: 9.2 ``� III I I u� n
o of P GDP 300.0'/ GDP 279.8' GDP �I x
GATE 640.31 640.27 639.65 639.28 / 638.88 638.43 / 637.89 637.75 N 5 J 637.4 637.5 637.5 637.6 637.5 637.3 637.E
II
�� a E CCESS i /� GDP 637.1 837.2 _0� �1644.3 845.2
h / B 0 X 637.95 637.33 �- -GRAVEL 637.0 L P 637.1 637.1 � - _ - - 7C X I
/ w 639.8 GRAVEL 639.16 638.81 638.48 / 6 _ _636.3 _ 636.9 - - - _ _ _ _ X _ 644.0
w 5 635.E 635.9636.71 636.4 640.8
V 646.6 LIP 641.1 ao.2 �P s38a 637.7 s3s.6 LP s3a.6 s CHAINL NK FEN2(.;E
/� CHAINLINK ENCE � � � � � _ �� 2 _ - - - � �-3c saa.2
1/2 EIR 6X8 WOODEN SHED �/ 3ss
X 6WAS \ 636.0
9E 633.0 X 641.4
� X 640.3 �_ X 640.2 639.1/ / X�7.0 / 635.9 X 635.5
11 �/ / X 640.9 X 640.8 X 637.9
POB
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ZONING:
PER ZONING LETTER RECEIVED APRIL 14, 2022 FROM
THE TOWN OF RICHFIELD, THE SUBJECT PROPERTY IS
ZONED HB (HIGHWAY BUSINESS)
ZONING RESTRICTIONS AS PER ZONING ORDINANCE:
MINIMUM SETBACK: 40 FEET
MINIMUM SIDE YARD: 20 FEET
UPON ANY SIDE OR REAR LOT LINE, WHICH ABUTS A RESIDENTIAL USE,
THERE SHALL BE A BUFFER STRIP AS
SPECIFIED IN SECTION 419 OF THIS ORDINANCE. NO SUCH BUFFER
SHALL, HOWEVER, EXTEND NEARER TO A STREET RIGHT-OF-WAY LINE
THAN THE ESTABLISHED BUILDING LINE OF THE ADJOINING LOT, AND
NO B UFFER SHALL BE REQUIRED UPON ANY SIDE OR REAR YARD,
WHICH ABUTS PUBLICLY OWNED LANDS OR RIGHT-OF-WAYS.
MINIMUM REAR YARD: 20 FEET
UPON ANY SIDE OR REAR LOT LINE, WHICH ABUTS A RESIDENTIAL USE,
THERE SHALL BE A BUFFER STRIP AS
SPECIFIED IN SECTION 419 OF THIS ORDINANCE. NO SUCH BUFFER
SHALL, HOWEVER, EXTEND NEARER TO A STREET RIGHT-OF-WAY LINE
THAN THE ESTABLISHED BUILDING LINE OF THE ADJOINING LOT, AND
NOB UFFER SHALL BE REQUIRED UPON ANY SIDE OR REAR YARD,
WHICH ABUTS PUBLICLY OWNED LANDS OR RIGHT-OF-WAYS.
FOR FURTHER INFORMATION CONTACT THE STANLY COUNTY
PLANNING AND ZONING DEPARTMENT AT 704-986-3660.
ALTA/NSPS CERTIFICATION:
TO: 5050 STORAGE PARTNERS, LLC, A DELAWARE LIMITED LIABILITY COMPANY
DOGWOOD STATE BANK, ITS SUCCESSORS AND ASSIGNS; 505 E. CHURCH STREET.
LLC, A WYOMING LIMITED LIABILITY COMPANY,- INVESTORS TITLE INSURANCE
COMPANY
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTAINSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND
ADOPTED BYALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(a), 6(h), 7(a), 7(h)(1),
7(c), 8, 9, 11(a), 13, 16, 17, 18 AND 19 OF TABLE A THEREOF. THE FIELD WORK WAS
COMPLETED ON MARCH 2, 2022.
3/ 18/2022
---------------------------------------------------------------------------------
C. CLARK NEILSON, NCPLS L-3212 DATE
email: [e-mail])
GPS CERTIFICATION:
1, C. CLARK NEILSON, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL GPS SURVEY M ADE UNDER MY SUPERVISION AND
THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY.
(1) CLASS OF SURVEY.-A(1: 10, 000)
(2) POSITIONAL ACCURACY HORZ. NORTH=0.02365 EAST=0.0174 VERT.=0.0513
(3) TYPE OF GPS FIELD PROCEDURE: REAL-TIME KINEMATIC
(4) DATE OF SURVEY.- MAY 5, 2022
(5) DATUM/EPOCH: NAVD 88
USE: NGS MONULIENT "STN G'
I I
(7) GEOID MODEL: GEOI 78(OPUBLISHEDIFIXED-COVTROL USA
y, CA R
(8) COMBINED GRID FACTOR: 1.000000
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(9) UNITS: US SURVEY FEET
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_ SEAL =
FLOOD CERTTFTCATTON
= o r L-3212 o
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT
" Y �0°e z
°° '
LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON
SLTIZ
MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, FEDERAL INSURANCE ADMINISTRATION, DATED
S_E_PT_E_M_B_E_R3, 2008
MAP NUMBER 3716662200J; ZONE "X"
THIS IS TO CERTIFY THAT ON THE 2nd DAY OF MARCH
20 22 AN ACTUAL SURVEY WAS MADE UNDER
MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT, AND THAT
THE BOUNDARY LINES AND THE IMPROVEMENTS, IF
ANY, AREAS SHOWN HEREON. THIS PLAT MEETS THE MINIMUM STANDARDS
OF PRACTICE FOR LAND SURVEYING IN NORTH
OES NOT EXCEED AN ERROR OF CLOSURE OF
CAROLINA, BOARD RULE. 1600 (21 NCAC 56) AND THE RATIO OF PRECISIONF�xz
ONE (])FOOT PER 10, 000 FEET OF PERIMETER SURVEYED NOR 20 SECONR
OF THE NU�IrIBER OF
ANGLES TURNED.
SIGNED
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
TOTAL AREA: 279,471 SQ. FT. OR 6.4158 ACRES
PLOTTED: 5/18/2022
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