NCC220041_Site Plan or Location Map_20220105

CHICAGO TITLE INSURANCE COMPANY
COMMITMENT NO: NC252011044V--C; 4711021071, EFFECTIVE DATE: OCTOBER 18, 2021, 8:00 AM
SCHEDULE B - II (EXCEPTIONS)
11. THE FOLLOWING EXCEPTIONS RECORDED IN MECKLENBURG COUNTYREGISTRY.-
All matters as shown on plat recorded in Map Book 230, page 60. (10-FOOT ALLEY PLOTTED AS SHOWN HEREON)
b. Ten (10) foot alleyway set forth in instrument recorded in Book 190, page 189, and as affected by Agreement Concerning
Alleyway recorded in Book 10250 Page 688, and rights of others in and to ingress, egress, regress and use gf'the alley abutting
the Land. (PORTION OF 10-FOOT ALLEY CLOSED ACROSS PARCELS 123-064-01, -02, -03 & -04, REMAINING OPENED
PORTION PLOTTED AS SHOWN HEREON)
12. THE FOLLOWING EXCEPTIONS RECORDED TV MECKLENBURG COUVTYREGISTRY.-
c. Notice of Residual Petroleum recorded July 19, 2018 in Book 32840 Page 838, Mecklenburg County Registry. (BLANKET
IN NATURE, AFFECTS PIN: 123-064-07)
13. THE FOLLOWING EXCEPTIONS RECORDED IN MECKLENBURG COUNTY REGISTRY.
Easement Agreement recorded in Book 10250, page 711. (PLOTTED AS SHOWN HEREON)
e. Lease by and between Jomar of Charlotte, LLC (Successor by assignment fivin Joanna P. Andrinopoulos and Maria P.
Kyritsis) (Landlord) and Brazwells South End LLC (Successor by assigment from MAP Management of Charlotte, LLC)
(Tenant), a memorandum of which is recorded in Book 31194, page 751. (NOTA SURVEY MATTER)
14. The following matters shown on ALTA/NSPS Land Title Survey prepared by Andrew B. Baker, NC PLS No. L-4542 on behalf of
R. B. Pharr & Associates, P.A., dated September 9, 2020, last revised October 18, 2021, Job No. 93552 (the "Survey'):
a. Building crosses sethack line.
b. Signs located on property, without benefit of an easement.
c. Portion of parking area crosses property line into public right of way.
d. Water, sewer, gas, storm water drainage, telecommunications, and electric lines not in defined easement areas.
I5. All matters shown on plat of survey recorded in Map Book 69, Page 650, Mecklenburg County Registry.
ZONING:
SUBJECT PROPERTYZONED: MUDD-O
(MIXED USE DEVELOPMENT DISTRICT -OPTIONAL)
LEGEND:
REP - BACK FLOW PREVENTOR
LP - LIGHT POLE
C&G - CURB & GUTTER
(M) - MEASURED
CB - CATCH BASIN
WRX - :LIAILBOX
CUP - CORRUGATED METAL PIPE
W. B. - MAP BOOK
CP - CALCULATED POINT
N.G.S. -NATIONAL GEODETIC SURVEY
CPP - CORRUGATED PLASTIC PIPE
NIR - NEW IRON ROD
C/O - CLEAN OUT
NN -NEW NAIL
D.B. -DEED BOOK
0/HANG -OVERHANG
DI - DROP INLET
PB -POWER BOX
DIP -DUCTILE IRON PIPE
PIN - P4RCEL IDENTIFIC4TIONNUMBER
ECM - EXISTING CONCRETE MONUMENT
PM - POWER METER
EIP -EXISTING IRON PIPE
P.Vtr - PARKING METER
EIR - EXISTING IRON ROD
PMH - POWER MANHOLE
EMM - EXISTING METAL MONUMENT
PP - POWER POLE
EN - EXISTING N 41L
PG. -PAGE
EU - END UNKNOWN
PVC - PLASTIC PIPE
FDC - FIRE DEPARTMENT CONNECTION
(R) - RECORDED
FH - FIRE HYDRANT
R/W -RIGHT-OF-WAY
GDP - GUARD POST
RCP - REINFORCED CONCRETE PIPE
GM - GAS METER
RW - RETAINING WALL
GP - GATE POST
SDMH - STORM DRAIN MANHOLE
GV - GAS VALVE
SSMH - SANITARY SEWER MANHOLE
GW - GUY WIRE
(T) - TOTAL
HVAC -HEATING, VENTILATION, AIR COND.
TB - TELEPHONE BOX
HW - HEADWALL
TERR. - TERRACOTT4 PIPE
ICV - IRRIGATION CONTROL VALVE
TMH - TELEPHONE MANHOLE
JBX - JUNCTION BOX
WB - WATER BOX
LMP - LAMP POST
WM - WATER METER
WV - WATER VALVE
MINIMUM SETBACK: 14' FROM BACK OF CURB JDH &Associates Inc. (ET AL)
SIDE/REAR YARD: NONE D.B. 1J275, PG. 893
PIN: 123-064-01
NOTE: NO ZONING REPORT OR ZONING VERIFICATION LETTER WAS
PROVIDED TO THE SURVEYOR. OWNER/DEVELOPER TO DETERMINE SETBACK CB
REQUIREMENTS LISTED ABOVE. — — — 11 B 15 GR=741.60
m
FOR FURTHER INFORMATION CONTACT KIRSTY SANCHEZ AT THE CITY OF
CHARLOTTE PLANNING DEPARTMENT ON 704-432-3013. 10' Alley Closing and Alleyway Agreemen w
D.B. 10250, PG. 688
D.B. 190, PG. 189
PARKING: 13C m
PARKING STANDARDS crete
OFFICE: MAX.SPACE PER 300 SQ. FT. OF OFFICE SPACE. Access Easement
X. I 15
D.B. 1025 PG. 711
EATING/DRINKING: NO MINIMUM MAXIMUM OF 1 SPACE PER 75 SQ. FT.
RETAIL: MAX. 1 SPACE PER 250 SQ. FT. P
I
PIN: 123-064 -05 -06 -07 -08
REGULAR PARKING SPACES 31 0 4 4
HANDICAPPED PARKING SPACES 2 0 0 1
TOTAL PARKING SPACES 33 0 4 5
EXHIBIT A DESCRIPTION:
Lying and being situate in the City of Charlotte, Mecklenburg County, North Carolina,
and being more particularly described as follows:
Being all of the land, approximately 1.1102 acres, as shown on plat entitled,
"Recombination Plat of the South End Properly Owning Sub, LLC Properly ", recorded in
Map Book 69, Page 650, in the Office of the Register of Deeds of Mecklenburg County
North Carolina.
Being the same land conveyed to South End Property Owning Sub, LLC, a Delaware
limited liability company
By virtue of Special Warranty Deed from WP Kingston II. LLC, a North Carolina limited
liabilitycompany,dated June 1 2021 and recorded on June 4 2021 in Bonk 36145 Pa<=e
o
159, Mecklenburg County Registry North Carolina; and North Carolina Quitclaim Deed
from WP Kingston II, LLC, a North Carolina limited liability company, dated June 1, 2021
and recorded on June 4, 2021 in Book 36145 Page 164, Mecklenburg County Registry,
North Carolina; and
By virtue of Special Warranty Deed from ABW Charlotte, LLC, a Delaware limited
liabili company,dated June 1 2021 and recorded on June 4 2021 in Book 36145 Pa<=e
t3 o
168, Mecklenburg County Registry, North Carolina; and Non -Warranty Deed from ABW
Charlotte, LLC, a Delaware limited liability company, dated June 1, 2021 and recorded on
June 4, 2021 in Book 36145 Page 172, Mecklenburg County Registry, North Carolina;
and
By virtue of Special Warranty Deed from Jomar of Charlotte, LLC, a North Carolina
limited liability company, dated June 1, 2020 and recorded on June 4, 2021 in Book 36145
Page 176, Mecklenburg County Registry, North Carolina; and
Non -Warranty Deed from Jomar of Charlotte, LLC, date June 1, 2021 and recorded on
June 4, 2021 in Book 36145 Page 181, Mecklenburg County Registry North Carolina.
AS -SURVEYED DESCRIPTION:
Being that certain parcel of land lying and being in the city of Charlotte, Mecklenburg
County, North Carolina, and being more particularly described as follows:
BEGINNING at an evisting nail at the intersection of the northwestern right-gf=way
margin of South Boulevard (100400t public R/W) and the southwestern right-of-way
margin of East Kingston Avenue (60-foot public R/W); Thence running with the aforesaid
northwestern right-qf=way margin of South Boulevard the following three (3) courses and
distances:
1) South 432931 " West a distance of 90.00 feet to an existing I inch iron pipe;
2) South 43 °24'41 " West a distance of 60.19 feet to an existing 1 inch iron rod;
3) South 43 °2829" West a distance of 100.03 feet to an existing z inch iron rod,
said point being the easternmost corner of the JDH & Associates Inc.
property, as described in Deed Book 13275, Page 893 of the Mecklenburg
County Registry;
Thence running with the aforesaid JDH & Associates Inc. property North 4613810111 West
a distance of 189.76 feet to an existing nail on the southeastern margin of a former 10'
alley (abandoned by resolution in Book 52, Page 226 and recorded in Deed Book 36676,
Page 386); Thence North 46°38'01 " West a distance of 4.93 feet to a new nail, said point
being on the eastern line of the WP Kingston LLC property as described in Deed Book
33305, Page 368 of the Registry, and also being the approximate center of the aforesaid
former 10' alley; Thence running with the cforesaid WP Kingston LLC property the
following two (2) courses and distances:
(1) North 43°25'23"East a distance of 159.92 feet to a new nail;
(2) North 46°39'15" West a distance of 4.91 feet to an existing nail, said paint
being on the northern margin of a 10' alley;
Thence continuing with the aforesaid margin of a 10' alley North 43°25'54"East a
distance of 90.07 feet to an existing nail, said point being on the southwestern right-qf-way
margin of East Kingston Avenue (60-foot public R/W); Thence running with the aforesaid
margin of East Kingston Avenue the following two (2) courses and distances:
(1) South 46°37'04" East (passing an existing nail at 9.90 feet) a total distance
of 69.92 feet to an existing iron pipe,'
(2) South 46°44'44"East a distance of 129.85 feet to the point and place of
BEGINNING;
Having an area of 49,147 square feet or 1.1282 acres of land, more or less, according to a
survey by R.B. PHARR & ASSOCIATES, P.A. dated October 20, 2021 and revised
November 15, 2021. Job No. 93564.
Being all of the land, approximately 1.1282 acres, as shown on plat entitled
"Recombination Plat of the South End Property Owning Sub, LLC Property", recorded in
Map Book Page , in the Office of the Register of Deeds of
Mecklenburg County, North Carolina.
UTILITIES:
WATER &SEWER
POWER
CHARLOTTE WATER
DUKE POWER ENERGY
[phone] WATER
1-800-777-9898
[phone] SEWER
TELEPHONE
GAS
BELL ,SOUTH TELECOMM.
PIEDMONT NATURAL GAS CO.
1-888-757-6500
1-800-752-7504
CABLE TV/IVTERNET
SPECTRUM
1-833-267-6094
w
G
I LU
I
J'
LP
I a,
0
c
1 p N Cj
3C 1 a Z
15 acp � �
I Z om
O
N
20.0'
I
I n
rn
OD
I
I
c i
m 1
m 1
JDH & Associates Inc. (ET AL)
D.B. I J275, PG. 893
PIN: 12J-064-04 F
Lot 3 & Part of Lot 2, Block 4 HI
M.B. 2JO, PG. 60
LINE LEGEND:
EASEMENT
FENCE
x
GUARD RAIL
PROPERTY LINE
PROPERTY LINE (NOT SURVEYED)
— — —
RIGHT-OF-WAY
RIGHT-OF-WAY (NOT SURVEYED) — —
— — — — —
SETBACK —
—
CABLE TV LINE
o
FIBER OPTIC LINE
Fo
GAS LINE
G
POWER LINE
E
POWER LINE (UNDERGROUND)
UE
SANITARY SEWER PIPE
ss
STORMDRATV PIPE
so
STORM DRAW PIPE > 12" IIIIIIIIIIIIIIIr—
TELEPHONE LINE
T
TELEPHONE LINE (UNDERGROUND)
uT
WATER LINE
W
WOOD FENCE 0
0 ❑
20
WPKingston LC /
D.B. 33J05, PG. 368
3 Story Brick PIN: 123-064-09
Building
Overhead
Walkway /
. EN
..—..—..—..—..—..,I —..—..—..—.—..—..—.. G
10' Alley G �.G.G N4539' 15 N4
D.B. 190, PG. 189 F N G` G I G e�
F I. 1 9.62'
I PP N43'25'21 "E 100.00' 1.I+J43'4?17"E 59.93 Gyy 1' EIP 23.5' PM PM .4'
x� (OLD PROPERTY LINE)
59.0' P
LP E to S
o E 0.7� 1.3'
Asphalt E E
Lp E
15.3 o OST
POST
Freezer M N 01HangG'4
7, Brick
18.1' Step
7.1 N
U W
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft.
I
I
Subject to right of
others to use 10' Alley
D.B. 24917, P(;. 648
3'2554E 90.07' a EN
G G G G
Concrete Alley t:
E —LF1
a E-E-
Stoop I I ISteps
48.3'-
0.3'
DRAIN �
Concrete m Brick 00
GAS
TOoDRAINg j o„ I / /2 Story Brick
BuIldmg
1120 01
Footprint=4,156 S.F. /
15.0'
v
N
�
co
w
N
O
W
U
Q
�Q
(f7 R
r
3
N
fN
E �
N
£Asphalt N
V)
d
UJ
UJ
00
80
jSURVEyI,k�
a 9
D �
TES,?
\6
01 1 1
I
�
2
I
I
I
I
x
/ 119' 74.7 G pp 4"MAP
OP PINC OP LP 3
LP £
''r W '
South End Property Owning Sub, LLC G G G
D.B. 36145 PGS. 159 164 168 172 176 & 181
M.B. 69, PG. 650 Q 2
PIN. • 123-064-05 Asphalt �Q w
Q f
Area: c U
48,359 SO. FT. w v O M
OR 1.1102 ACRES
O
o` o
w
4"MAP
Grovel/Dirt
f
W
ai N w
11 Le)
117 W
11 :E Asphalt11 � LU � o
� U
w
c�
U
1700 U Asphalt a
Broken Asphalt
f
Asphaltlb
o
U w
c
i o U 12"ELM
Asphalt
I � �
UE UE— UE P.O.B. GW 4"CRP *LMP
f
1 � Asphalt LP
- --- -- - 24 Setback I
,-HEIGHf 29i 1 1R' Cothnck - •----•--.... -- --'
;1 Story Brick
Building
11714
Footonnt<J70 S.F.
EIGHT=1
Stone Patio
POST
LP ii \
OD
U X
U
o
Q �Q
c �
N p�
o Asphalt
0
�4
.c
U /
0
E
v
Asphalt
/2 Story Brick
Building
11708
Footprint=9,431 S.F.
U 0POS
o
.c
3OST T /
E
Concrete Wolk
El EN
E---- —
N43'1850'r 70.07r TIE T UT UT UT UT UT UT " UT S�43*24'41 WLJT 6�0.12'UT , UT UT UT UT Concrete Walk
Concrete�Wolk N � f GB UT —UT —UT —UT uT UT
?
J l TGR=74521 UT
a
FO FO Fz
O LMP
FO
10"ELMP 4"CRP Concrete PB E UEPGR=745.7218"EIN:741.2LP z" TREE
LP Concrete OT:71 S6360P.Mtr 15ELM T=742.9�g.9Concrete 12"ELM EUE ..5;8
E M=t740.7 GRID)UE
15 RCP Curb Cut 18" RCP Curb At F GB FG LL OF 8�s226. 30" C&G
Curb CUt 15" RCP Curb Cut JD C&G a pQ� FO F0 ACCESS GR=%4.82 FOB EgRI o
CB PB �� ACCESS Fo-�FoR1M=745.51 FO
ACL' SS IN:740.77 1
GR=746.57 ACCESS c c c c �Porking Spot IN o=741G61 c c c c c0UT:740.72 G c c c c G c s— s Parking Sapoces
OUT=744.04 IN(b)=741.81 . NGS MONT. DMCDGWELL"
SSMH SS SS SS m SS SS SS SS>>ss sS ss 8" TERRSS SS SS SS sS OUT=741.5 SS £ SS SS SS SS SS>>SS SS tr1 g" TERRSS SS (ajMH SS oS SS NC GRID NAD83
N=541,237.39
w n a'E=1,452,816.02
EU 8 TERR. ELEV-681.7 NAVD88)
ss��s ss ss ss S SS SS SS s
���SSMH mNSOUTH—B
M \ O
100' PUBLIC RAW w I' — -
_W�—W W W W W W_W W W W I�J�I W W W W W W W W
ro
M M W Asphalt Asphalt N
m ;P o
® SDMH
- — SDMH RIM=744.66
SDMH � � Z SDMH RIM=745.43 ti
j SDMH SDMH IN(a)=739.26
RIM=746.56 �. RIM=745.44 IN(o)=741.85
m _ RIM=745.84 RIM=745.22 o IN(b)=739.46
IN=744.07 - IN=740.32 IN(b)=740.14
OUT=743.84 i IN=742.95 IN=739.68 (a) OUT=739.21
OUT=740.16 (b) OUT=739.90 1 g" TERR.
Know what's below. 15" RCP OUT=741.74 15" RCP OUT=739.66 18" TERR.
Cal before you dig. Jo" c&c I 12 PS° p� 15 RAP N Jon C&G
m FO F01 FO FO FO FO FO
CB � 3O" G&G 0 FO 0 5�FO FO F FO LMP FO CE{Fli>� b--EFO
GR=746.03
LP OUT=743.82 PP
PP �
1— E E E E E E E E E CB E PPE E E— — E E PP 6" 6" CRP E
GR=744.76 o w 12" TREE
°Concrete
1/2-SR BASE — — — — — — — — — — — — — — — — — — — — W
1�2'EIR c�
— �— — — — — — — — — — — — —
_ — — — — —
----------�7 r------------T----------- GW LM GW
1 � o" rREE �
Gross Asphalt
� vri
�'` NcSTOti
?Co q
GP
FgSr 6 `
V
�oN
VICINITY MAP
NOT TO SCALE
MAP REFERENCES:
D.B. 31542, PG. 609
(RI)
D.B. 24917, PG. 648
(R2)
MR. 230, PG. 60
(R3)
D.B. 13275, PG. 893
(R4)
L
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 LOC 4TED WITHL\r 2, 000 FEET OF SUBJECT PROPERTY
4. UNDERGROUND UTILITIES :V.4YEXJSTTH4TARENOT SHOWN HEREON . THE LOCATION OF
UNDERGROUND UTILITIES SHOWN ON THIS MAP IS APPROXIMATE, BASED ON INFORMATION PROVIDED
BY OTHERS OR BY FIELD LOCATION. UTILITY LOC 4TIONS AS SHOWN HEREON ARE INTENDED FOR
PLANNING ONLY. ACTUAL LOCATION, SIZE, OR DEPTH OF LINE SHOULD BE VERIFIED WITH THE
INDIVID UAL UTILITY COMPANY BEFORE CONSTR UCTION.
5. BROKEN LINES, UNLESS DESCRIBED WITHACOURSE AND DIST4NCE,INDICATE PROPERTYLINESNOT
SURVEYED.
6. SOUTH BOULEVARD19SHOWNASA"MAJOR THOROUGHFARE" ON THE MECKLENBURG-UNION
METROPOLITAN PLANNING ORGANIZATION THOROUGHFARE PLAN OF 2004 AND MAYBE SUBJECT TO A
FUTURE RIGHT-OF-WAY OF 40' FROM CENTERLIVE.
NOTE: PRESENT SOUTH BOULEVARD EXCEEDS THIS RIGHT-OF-WAY WIDTH.
7. THE OFF -SITE RIGHT-OF-W4Y SHOWN HEREON IS FOR ILLUSTRATIVE PURPOSES ONLY THE
UNDERSIGNED CERTIFIES ONLY TO THE RIGHT-OF-W4YS SURVEYED, AND DOES NOT CERTIFY TO THE
RIGHT OF WAY WIDTH OF ANYADJACENT PROPERTIES.
8. NO EVIDENCE OF RECENT EAR TH MO PING WORK, B UILDING CONSTR UCTIOAN OR B UILDING ADDITIONS
OBSERVED IN THE PROCESS OF CONDUCTING FIELDWORK.
9. NO EVIDENCE OF PROPOSED CHANGES TV STREET RIGHT OF RAYLINES, RECENT STREET OR SIDEWALK
CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING FIELDWORK.
10. NO EVIDENCE OF WETLANDS OBSERVED IN THE PROCESS OF CONDUCTING FIELDWORK.
11. NO OBSERVED EVIDENCE OF PARTY WALLS ON SUBJECT PROPERTY
12. NO OBSERVED EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL.
13. THE SUBJECT PROPERTY HAS DIRECT ACCESS TO SOUTH BOULEVARD, EAST KINGSTON AVENUE AND
THE 10-FOOT ALLEY.
14. THE SURVEYED PROPERTY SHOWN HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN CHIC AGO
TITLE INSURANCE COMPANY COMMITMENT NO: NC252011044V-C, DATED OCTOBER 18, 2021.
GPS CERTIFICATION:
1, ANDREW B. BAKER, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROMAN ACTUAL GPS
SURVEY MADE 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-0.00045, EAST-0.0016, VERT. =0.005
(3) TYPE OF GPS FIELD PROCEDURE: REAL-TIME KINEMATIC
(4) DATES OF SURVEY.- 0211512019
(5) DATU IEPOCH: NAD83, NAVD88
(6) PUBLISHED/FIXED-CONTROL USE: NGS :MONUMENT "McDOWELL"
(7) GEOID MODEL: GEOIDI2B(CONUS)
(8) COMBINED GRID FACTOR(S): 0.99984487
(9) UVITS: US SURVEY FEET
ALTA/NSPS CERTIFICATION:
TO: SOUTH END PROPERTY OWNING SUB, LLC, A DELAWARE LMITED LIABILITY CO:MPANY- WELLS
FARGO BANK, NATIONAL ASSOCIATION, ITS SUCCESSORS AND ASSIGNS; AND CHICAGO 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 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE
SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BYALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5,
6(b), 7(a), 7(b) (1), 7(c), 8, 9, Ha, 13, 16,17 AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS
COMPLET D ON OCTOBER 20, 2021.
ANDREW B. BAKER, PLS (L-4542) DATE V�5���1�11111111/1111j�
email: abaker a rbpharr. cum �"\AAAA ,� 1' C A'T O
.l
E5SI0
FLOOD CERTIFICATION SEAL
— L-4542 —
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT = o r Q e
LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON " �' �0
MAPS PREPARED BY THE FEDERAL EMERGENCYMANAGEMENT��
AGENCY
YBER RA JVS RANCEADMINISTRATIOV DATEDSEPTEME B
MAPNULIBER: 37104543001, ZONE 'X'
THIS IS TO CERTIFY THAT ON THE 20TH DAY OF OCTOBER 2021 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, ARE AS SHOWN HEREON. THIS PLAT MEETS THE MINIMUM STANDARDS OF
PRACTICE FOR LAND SURVEYING INNORTH CAROLINA, BOARD RULE. 100 (21 NCAC 5(J) AND THE RATIO OF
PRECISION DOES NOT EXCEED AN ERROR OF CLOSURE OF ONE (1) FOOT PER 10, 000 FEET OF PERIMETER
SURVEYED NOR 20 SECONDS TIMES THE SQUARE ROOT OF TH NUMBER OF ANGLES TURNED.
SIGAED F :Y '
TOTAL AREA: 48,359 SQ. FT. OR 1.1102 ACRES
PLOTTED: 12/7/2021
G:\93\5\93564\DWG\93564.DWG