NCC223130_Site Plan or Location Map_20220906

EXHIBIT A DESCRIPTION: SDMH
R'm•885 37 FIRST AMERICAN TITLE INSURANCE COMPANY
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Tract I: F� SURVEYOR'S DESCRIPTION:
P 0 COMl11T_l1ENTN0: 2341745, COMIlIT.IlE.\'TD.4TE: JULY22, 2022/ISSUEDD.4TE: JULY25, 2022.
COMMENCING at NGS .Wonument "NCRR GU M299 2" having North Carolina Grid Coordinates of North: 805,685.22' and East: \� Lying and being situated in High Point, Guilford County North
1, 704, 074.94' North 35112'23" West a ground distance of 12, 766.68' to a new iron rod being on western right of way of Old Winston Road 84.8 � � 884.7 SCHEDULE B - 11(EXCEPTIONS) Carolina, and being more particularly described as follows:
(variable puhlic right of iv y) as shown on Highway Project 2227 and said point being the point of BEGINNING. Thence from said point SDMH
\ Rim:884.62 COMMENCING at NGS Monument `:NCRR GU M299 2"
ofbeginning and running with the western right ofrray of Old Winston Road the following three (3) courses and distances: 10. Terms, conditions and sti ulations contained in Right o `Wa Deed, iledA ri121. 2009 recorded in Deed Book 7002, Page 1509. in the O ice o the Register o `Deeds o `Guilford Count t North
\\ d � P � 1 y 1 P ., f1 f � 1 1 � y having North Carolina Grid Coordinates ofNorth: 805, 685.22'
84.6 Carolina; as approximately shown on ALTA/.NSPS Land Title Survey prepared by Andrew B. Baker, RPLS No. L-4542, of CFT NV Development, LLC, Job No. 93446, dated October 28, 2021, last
1 with a curve turnip to the let with an are length o 371.07'. and a radius o 2939. 50' chord o South 00°33'38" East 310.86' to an S yo 885.3 and East: 1,704,074.94'Nurtlr 35'!223" TVcst a ground
g f g f - f ( f ) S 84. revised July 7, 2(122. (SHEET 4 OF "OLD WINSTON ROAD "PROJECT 2227,4S SHOWN HEREON]
existing nail; ��,Q 7 � A distance of 12, 766.68'tu a nezv iron rod being irr zvestcrrr right
y� 4.2 NGS "NCRR GU M298 3" L _ of way ofOld Winston Road (variable public right of ivav) as
2) South 03'3535 "East a distance of 92.18' to a new nail; 885.0 �� 4 � - - - 11. Temporary Construction Easement and incidental rights thereto. filed A ril 21, 2009, recorded in Deed Book 7002. Page 1514 in the Office o the Register a Deeds o Guil brd County. North
'D - - N: 806,508.34' - P g P ff f f f 1 shown on Highway Project 2227 and said point being the point
3) with a curve turning to the right with an are length of 54.20', and a radius of 30.50' (chord of South 47119123" West 47.35) s - SDMH
584.5 E: 1,705,415.11' Carolina; as approximately shown on ALTA/.NSPS Land Title Survey prepared by Andrew B. Baker, RPLS \o. L-4542, of CFT NV Develapnrent, LLC, Jab \o. 93446, dated October 28, 2021, last
to an existing right o iv y monument being on the eastern right o iv y mar in o Nor'th Main Sheet 100' ublic right SO d Rim:885.49 ofBEGINNING. Thence from said point ofbeginning and
f g f g f' ( P g r revised July 7, 2022 (SHEET 4 OF "OLD WIASTOA ROAD" PROJECT 2227 AS SHON N HEREON)
OfIt, ay); =884.7 ELEV=919.8'(NAVD88) . � urrrunv wtlr the wester rr right of zvay of Old Winston Road the
G
g0 S N 1)following a three (3) coursesto t and distances:
$G o 12. Notwithstanding reference to acreage in Schedule A, the Company dues riot insure amount ufLand or acreage. IJ with a curve turning to the left with an are length uf311.01,
thence with the eastern right of way of North Main Street the following four (4) course and distances: S$ w
1) North 26"(18 41 " West a distance of 145.52' to a new iron rod,' •884.8 G 884.1 arrd a radius of2939 50' (chord ufSouth 00°33'38°East
3 13. The fblloiving survey matters shoivrr on that certain ALTA/NSPS Land Title Survey prepared by Andreiv B. Baker, RPLS No. L-4542. of CFT NV Development, LLC, Job No. 93446, dated October 28, ,10 86) to an existing nail;
2) North 27°(l7'41 " West a distance of 13(1.33' to a new nail; SDMH 2021, last revised July 7, 2022. 2) South 03°35'35" East a distance of 92.78'tn a nesa, unit;
3) North 26"5 933" West a distance of 154.58' to an existing right of war monument; Rim:884.82 G 884.8 i. Storm Drain Pipe Easement located at the Northern portion of the property; ii. Gas lime Easements located at the central East and Southeast portion of the property;
\ (9), � 3) with a curve turning in the right ra�ith an are length of 54.20',
4 North 27"53'21 " West a distance n 46.57' to an existing nail being the southwestern corner o In(o):879.42 3 v
) ) f F � 0 � RR � N iii. Water lure Easements located at the central East and Southeast portion of the properh; iv. 8 foot Landscape Buffer located on the West and East portion of the properly; and a radius of 3(1. 5!1' (chard of South 47°19'23"West 47.35) in
Conk Ont-N. Main, Inc. as described in Deed Bonk 8428, Pa<>e 2100 recorded in the Guilford County 7 In(b):879.3
a f �Sp �1 v. 5 loot Landscape Buffer located an the North and South portion gj7he property; vi. 25 foot Setback line located on the West and East portion of the property; arrd an existing right of numument being on the eastern right n
R�W Mon. S out:879.3o G 884.o v f y' J
Register of Deeds; thence with the southerly line of Conk Out-N. Main, Inc. North 87°46'(14" East a � 7 F - - - vii. 10 foot Setback line located on the North and South portion nftheproperty. ("ALL AS SH0117N HEREON) ivay margin nfNorth Main Street ("100'public right of ra'ay);
distance of 241.67' to the POLVT OF BEGINNING, having an area of 57, 802 square feet, or 1.3209 v 3O �$� / 88 84. thence ,vith the eastern right of,t�ay nfNorth Mairi Street the
acres nf7and, more or less. ¢G G / PP �� + IJ. TheJullutivirrg, all according to plat recorded in Volume l21, Page 45, ufthe Official Records ofGuilford Counh; North Carulirra: fbllora�ingfour (4) course and distances: VICINITY MAP
2 % �SS � rW 12.7ra _ J � F -® (POC) i. Access Easement located on the Northwest corner of.the property; ii. 1 J foot Electric Utility Easement located along the West property line; and 1) North 26°0841 " Ife.st a distance nf745.52' to a neiv iron NOT TO SCALE
Tract . _--
Ill.SS G 8 83.9 N35�� -- GR��N�i NGS "NCRR GU M299 2" iii. 13 foot Electric Utility Easement located along the East properly line. (Tract 2) (ALL AS SHOWN HEREON) rod; ZONING:
\ 884.5 Rim:884.2 c> _ - - NAD 83(2011) 2) Atorth 27°0741 " Ife.st a distance of 130.3 3' to a neiv nail;
SUBJECT PROPERTY ZONED: GB (GENERAL BUSINESS
Easement Estate as created in that certain document entitled Easement Agreement. executed by and F -
g ` Ak In:872.60 �T - N: 805,685.22' 16. Temporary Highway Easement and incidental rights thereto, granted to the City gfHigli Point, a municipal corporation, dated November 3, 20(14, filed November 16, 20(14, recorded in Vulurvre 62(16 3) North 26°59'3 3 " West a distance of LS4. SR' to an existing
beriveen CFT NV Developments, LLC and Cook Out-N. Main, Inc., a North Carolina Corporation, / , A c _ _ - - - -
S Out:872.55 S - - E: 1,704,074.94' Page 1715 of the Official Records ofGuilford County, North Carolina. (Tract 2) (UNABLE TO DETERAIINE EXACT LOCATION; AIAY NO LONGER AFFECT THE SUBJECT PROPERTI) right of ivay monument;
dated July 15, 2022, filed ,and recorded in ,Official Records, S _ LANDSCAPE BUFFERS: 8' (SOUTH, 11 EST. AND EAST & 5' NORTH
•884.3 - 3.7 ELEV=916.3'(NAVD88) 4) North 27'53'27" T17est a distance nf46.57'to an existing nail ) 5'(NORTH)
Guilford Caun ,. North Carolina, which instrument grants each other certain rights and easements ` 1 ty - - C.F =0.99990985 BUILDING SETBACKS: 25 (SOUTH, T1�EST, AND EAST) & 10' (NORTH)
n o g 881.3 ? \ 9� _ - G 3. 77. The fallowing, all according to plat recorded in Volume 17$ Page 38, plthe Of Records of Guilford County, .Aorth Carolina: heing the snutlrra�ester•n corner of Cook Out-N. Vain, Inc. as
in, to, over and across the property described herein. AG�� 84.1 Arco - - - - - - SS 83 6 MAXIMUM BUILDING HEIGHT. NONE
described in Deed Book 8428, Page 27(JO recorded in the
o _ - - �T t� i. Temporary Construction Easement for CHIP Project 42227located along the East property line. (Tract 2) (AS SHOTT N HEREON) Guilford County Register• of Deeds; thence with the �vouther•ly
SAVE AND EXCEPT an portion o theproperty l tin yrithin Tract 1 described herein. 83.7 a3. FOR FURTHER INFORMATION CONTACT HIGH POINT ZONING DEPARTMENT.
Y p f lying line nfCnok Out-N. Vain, Inc. North 87°46'04" East a distance
- M C Terms, conditions arrd stipulations contained in Declaration uflnicU ated and Alultiple Use Development, executed by C. Todd Lecka and wife, June B. Leeka, dated December 11, 2009, filed of 241.6T to the POINT OF BEGINNING, having an area of
° - \ \ NOTE: NO ZONING REPORT OR ZONING VERIFICATION LETTER WAS PROVIDED
7�7 � � �• ���YYY � S G December 22, 2009, recorded in Vahane 7087, Page 23 of the Official Records of Guilford County, North Cnrolirrn. (Tract 2) (I S 'POTTER EASEAIE.\'T ON ADJOINER PLOTTED HEREON; 57, 802 square feet, or 1.3269 acres nfland, more or less.
LEGEND: LINE E LEGEND: \ -` \ NI S TO THE SUREYOR, PURSUANT TO ALTA TABLE A ITEM 6. PURCHASER/
884.o ALL ELSE IS BLANKET IN NATURE)
DEVELOPER TO VERIFY ZO.\'ING ItEQU1REME.\'TS PRIOR TO FURTHER
�\c (BEING THE SA WE PROPERTY AS
BFP - BACK FLOW PRE VENTOR EASEMENT - - \\ M° w s$ G - DEVELOPAIE.NT OF THIS SITE.
\ \ \ 19. Terms, conditions and stipulations contained in Negative Pledgc,4Ur•ecmcnt, executed by and between Cook Out .\. Main, Inc., a North Carolina corporation, and I\ EXHIBIT A" OF TITLE
C&G CURB & GUTTER PROPERTYLLVE \ \ \ \ o gg3.9 8 \ PP Truist Bank formerly known as Branch Banking and Trust Company, a North Carolina banking corporation, dated April 1. 2021, filed April 1, 2021, recorded in COW/MITMENT NO: 2341745 117ITH AN NOTES:
CB - CATCH BASIN PROPERTY LINE (NOT SURVEYED) Volume 842$ Page 1703 ofthe Official Records of Guilford Count); North Carolina. (Tract 2) (AFFECTS SUBJECT PROPERTY, BLANKET IN NATURE) EFFECTIVE DATE OFJUNE 28, 2021) 1. ALL CORNERS MONUMENTED AS SHOWN.
CMP - CORRUGATED RIGHT-OF-WAY \X \ - _ \ 83.s \ \v `� \ \
METAL PIPE RIGHT-OF-WAY (NOT SURVEYED) - - - - - - SIG Y \ \ F SS 883.3 \ \� 20. Terms, conditions and stipulations contained in Easement Agreement, executed by and between CDT NVDevelopments, LLC, a Nevada limited 2. BROKEN LINES INDICATE PROPERTY LINES \OT SURVEYED.
C/O - CLEAN OUT SETBACK \ \ liability cornpanyt and Cook Out-N. Main, Inc., a North Carolina corporation, dated Judy 15. 2022 filed , recorded in
FO 0.9 THE V A Sp SQ \ afthe Official Records of Guilford County, North Carolina. 3. THE OFF -SITE RIGHT-OF-WAYSH017N HEREON IS FOR ILLUSTRATIVE PURPOSES ONLY THE
D.B. -DEED BOOK FIBER OPTIC LINE
\ \ / F /Sg• � SS G \ UNDERSIGNED CERTIFIES ONLY TO THE RIGHT-OF-WAYS SURVEYED, AND DOES NOT CERTIFY TO
CONCRETE MONUMENT POWER LINE E 880.5 8a3 6
ECM -EXISTING GAS LINE G
/ \ ly 3.8 \\ \ THE RIGHT OF 117AY WIDTH OF ANY ADJACENT PROPERTIES.
\ \ \ \ / \\ /?g9 � $ G naa3.1
EIP -EXISTING IRON PIPE POWER LINE (UNDERGROUND) UE \ \ \ ¢(RI ty \ $ \� 4. AREA DETER,VIVED BY COORDINATE ,VETHOD.
EIR - EXISTING IRON ROD SANITARY SEWER PIPE ss 806 P
EN - EXISTING NAIL STORM DRAIN PIPE SD A V s 3.4 �% r' 2,9 PARKINV G: 5. ELEVATIONS BASED ON NGS MONUMENT "NCRR GU M299 2" (PID DR1208). ELEVATION - 916.3,
EOG - EDGE OF GRAVEL WATER LINE W \ 880 0 \ \ p \ \ t/ jS� \S G 2 PARKING REQUIREVENTS: ONE (1) (NAND 88). SITE LOCALIZED/SCALED FROM "NCRR GU:9I299 2"
EOP - EDGE OF PAVEMENT CHAIN LINK FENCE X 880.5 - / - \ W q l SPACE FOR EVERY 200 SF OF B UILDING FC - FIRE CONNECTION 6. AT THE T7:19E OF THIS SURVEY, NO TT ETLA.ND :1 fARKERS TT ERE OBSERVED ON SUBJECT PROPERTY.
80 5 V 3 s /qe<F / 883.3� AREA
FH -FIRE HYDRANT TREE x879.8V A V� F H o PR Ue�/C� Y SS SSMH 7. AT THE TTIIE OF THIS SURVEY, THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK,
GP - GUARD POST �� / / \ ® \ \ \ C✓F6 R/G �[ \ \ ' G im:883.04 8 REGULAR PARKING SPACES = 22 BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING
GM - GAS METER V� / / \ \� \ �\ 883 2 F \ �22 pF O 4 \SS In: 14 \ PP HANDICAPPED PARKING SPACES = 0 THE FIELDWORK.
GV - GAS VALVE 4Vq o2V2 \ \ Y Out:87 . G TOTAL PARKING SPACES - 22
GW -GUY WIRE 8aos LP SDMH *SPACES ARE VERYFADED AND NOT S. AT THE TIME OF THIS SURVEY, THERE WAS NO EVIDENCE OF RECENT STREET OR SIDEWALK
883, Rim:882.4
JBX - JUNCTION BOX / \ n88o 3 \ \ \ \ \\/ w \ �ss G VERY VISIBLE* CO.NSTRUCTIO.N OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDJ17 K.
LP - LIGHT POLE -ASPHALTS \\ \ �\ \ \ \� SURVEYOR IS UNAWARE OFANY PROPOSED CHANGES IN STREET RIGHT OF WAY LINES.
880.3 V CB A \ -8826
M.B. -MAP BOOK G .878.41� \ \ \ \ \
MW - MONITORING WELL 1287§.56 \ S \ F - �\� \ s$ \�\ z.4 \ CURVE TABLE:
N. G. S. - NATIONAL GEODETIC SURVEY / / \ \ \ \� \ SOI W \ - =1 / \\so aaz\ G `� \ 2.4 \
NIR -NEW IRON ROD o z 0� _ r na79.o g� Sao.3 \ \ C� F Nwo,fo W ss
NN-NEWN4IL / / \ F8g9 8z.a
O/HANG - OVERHANG / / / ` \ \ " wM 2 RI \ \ $�
w \
P.B. - PLAT BOOK 880.2 2.7 \ naaz.7 0 �
LP O x879.5 \ \ v A 28 $ S� x8822 \
PM - PARCEL ETER FICATION.NUMBER C zX w�/ \ \ /11�.j TFMpO c,\ \ \ \ s W\ o` \ \
_ F .6
PM -POWER METER oNCR \ � Nl Y CONS �
PP - POWER POLE -879.8 x879.7 V �� pR0✓f TON fqS� �\ '� v �\ W � ter° \ -1
PG. - PAGE o - / 9s A 27 MfNT 82.6 \ o ♦ 9Z1j
PVC PLASTIC PIPEo.o ` o Ag• ��� so (b�2.0 ��� G���A��� ��QptNG ed
R/W - RIGHT-OF-WAY
RCP -REINFORCED CONCRETE PIPE / aao.2 O.e ACgpF F � W 882 4 �` 88z4
SDMH - STORM DRAIN MANHOLE C \FR �W RDm 8 48
SSMH- SANITARY SE JEER MANHOLE oNCRET a \ \ 8 \ IOH/N 503273 " 2 \ �' a��'e In(o 77.37 82.3 � 8 \ Pp
(T) - TOTAL LP THE qy Sao.l 879'g o \ ?4 SDMH o In :876.53
F / w G M O F W ^`' So ?FR ' ♦ �Q
TB -TELEPHONE BOX 9.8 \ �Rl) 'm:8 .47 w I ):877.58 8azz \ \ R.B.PH
PUTT -PUTT Flo a79.s \ c \\ / j !\ 8 9.02 _ 6.53 so \ x88i.7
IBM-TEMPORARYBENCNLIARK o / \ \ al.$ / \
COURSE 879.g -880.0 ps. S - W Gs$ �-
TERR. -TERRACOTTA PIPE � \ \ ` z o W
TMH -TELEPHONE MANHOLE THE o (, 880 p K (I
y 9 SP4� ® a 1 ON\ 3 \ W \ G S
TSB -TRAFFIC SIGNAL BOX / a ES a80.1 0.3' w 32.0 C' ° NG)
WB - WATER BOX t.. J o / �\ �\ -881.7 \ \ °o
WM - WATER METER ( \ f \ \ 82 0
WV- WATER VALVE 879A 2� o .0 / � x880. \ \ /0 \\� w Fo �$o
LP /
-ASPHALTS / I a \ \ G \
N W GP
o o EN F \ S$ \
COOK OUT-v MAIN, INC. �y I -GRAVEL-
COOK - - GP GM
D.B. 8428 PG. 2100 879 4 �/ I - CONCR�F / I J 1 STORY \ 880 6 \ \ m \ ® 30.0' \
79.7 y x88a.1 �� BUILDING �� m gals
? � #2406 ��+��\
PARCEL ID: 197801 9.7 3� a x880.4 \ \
NEW LOT B", P.B. 178, PG. 38
87 _ ^o / I \ LP / I \ 1,955 Sq.Ft.
0
HEIGHT=14.8' \ I \ ICON RETE� R U ON� f S 881.7 881.4 \ ss \ \ P.B. 121, PG. 45 _ _ V " I 79. ,1 c>/ ao o
x879.8 \\ nbao.s I I I O/HAN880.S//}��
a / �CONCRETE� I ©�� ��35�\ Fo G \
rJ LP 1 / I 3 /0 \ I \ ,3Ss� R/ p \ 0 SDMH \ \
/ - - -878 / 879. CONC 880.1 / I I Z O I F 9�w FR p S \ o Rim:881.31 \
a79.z / \ RETE 9 SpgOES a8a2 / I to I MW � \l / _ \ re RO✓�2?� Fo $ In:874.81 \ \
\ Imo' M I o �� I 8 \ (S 81.1\ Out:874.67
Im 0.4'� �0.5' TANK \ I / 8p \ HF�S
/ o�'o R.L. KENNEDY PROPERTIES, LLC/ I CONCRETE- \ 880.4 Sao s 1 30 \\\ I \ �\ \s7 °0
\ 9,1 C' I .880 ° �g D.B. 7303, PG. 1398 (PARCEL,B -Ac_ I I Z I 1 STORY `
81.9 00,
o �� I I �� BUILDING
_ ( #2400 - 2406 NORTH -MAIN STREET I �" FFE=881.04 I 2400
PARCEL ID: 194624 I �32 88 .0 x880.4 q• I \ ` �\ \ P�
8.5 I FFE= S Ft. /� I \-ASPHALT-- a9o.9 \ aal. 00 GV� 787 LOTS 1-3, P.B. 36, PG. 13 I I � - _ _ FFE=882.15
x881.9
I -CONCRETE- I / HEIGHT=14.2' I 881.7 \ 8 �F
\ - _ _ - - I /
LP 1 AREA 879.8 I L -__--` 0/HANG J 1 STORY \ I \ \\ _1 /
579.6 N---------- 880.3 I� \ TMH �F
ASPHALT- 57,802 SQ.FT. I 8ao.5 I L. BUILDING �$ '- ° 11.8 �g \ �9 \
64 CON / I OR 1.3269 ACRES � #2404 �� `Os I r Sa . v ti
CR�F \ _ _ \ �222 Sa.Ft. -GROL
I \ \n
TREE HEIGHT=14.0' / N
- r 25' SETBACK (ZONING) - - _ _ _ _ _ ( W / / ICON RETE�
( x879.5 x879.9 - O Re
\ 10 880.5x879.6 x879.9V \� \��'�� 1.0
x879.5 �P � �-2
Go 8ao.o \ 881. _\3� \FFE=862.1 \/� / EOG - AI PP U 880.9 Np• �i
15' POWER EASEMENT r 1 \� \� L-------882"6__ ELEV=882.80 a80.4 yo 880.5
N2T26 30 154.58
P.B. 121, PG. 45 - �_ I 8' LANDSCAPE BUFFER (ZONING)
u\ 18 N28'20 09 46.58 R2 0 \ I C/0
y P \ N26E59'33"W 14.58 1 - °- - - - - - - - - - - - - - - - 82141 -CONCRETE- 880.8
$ O \ PP GW NIR ' as 3 , N25'48'30"W 196.20' Ri c�
E E E E� E E E E E E -7�y ` E E �8f9. E �_ 881.1 ___ E E E E E E-
\ R W PROJECT 6527 E-902 rryy 0 Q f 879.8 _ -
9.1 879.3 NN 87 9 SHRUB SHRUB SHRUB SHRUB SHRUB N27°07�41V 130°33r / - - - \ - - - - - - - _ - - __PP -CONCRETE- --- ��
\ _ G\ ` a R/W Mon. S RUB t_ - - - _ - - - - _ - - - - 8 1 - --ASPHALT 3 -
o- SHRUB SHRUB SHRUB SHRUB SHRUB SH N264T30"W 130.33'(Ri) m - _ _ - - - - -CON v7 CWP 19�59 8 3 3
6 CURB - - _
m �» GW 3 �--'-__
1'EIP S28'56�04"E 8 :ice •�� n(a):8Z2. w �_ - =879 15"RCP -ASPHALT- SDMH 880.z TSB w
7 15 RCP � SHRUB � / SD SD SD SD SD �8792 � SDMH � ❑
\ _In(l�'i873.1Y / S{f-�SD�-SD SD SD U D SD SD - LSD Sp I 880.5 880.E 850.5 79. - \ - -
73 a80.4 9
° CB / io Rim:880.22 \ _
- - - A CB / �5BCP- GB879.04 9 Gr.879.11 In:872.22 \ 18"RCP 880.1
\ ) Out:871.c0'8- _ / °' Gr.878.03 - - n8ao.s In:873.39
/ In:875.25 Out:876.11 SIDEWALK Out:872.18 79,7 18% P � � SD SD SD SD SD=LSD SD-
Ip:873.92 SIDEWALK Out75.250 SIDEWALK 879.a ` aao.2 - - 1a"Rip - Out:873.34 Sp S - Sp CB j
\ i W SIDEWALK W o W -04 Oht:873.82- - - - - - - -
� SD S S� - - SD- SD SD SD SD c� I �
Gr:879.5 n879.8
W- - - -W W . 8 7 9.3 - - - - - - - - - - - - - - y 9.6 - - B O t: 8 7 3. 9-8792
Sp I
w
9.2 p D 9 D 9 D 9 D D p -0 D\ v---------- o� x880.1
=879.1 � D
s �0
yr w -880.0 - a n880.1 a0.0 x880.0
- U.S. HIGHTPA y -4 �1--$------ 880.2
- - - (NORTH MAIN STREET) l so �/
w \ 880.4
� o f 100' P 1RI IC RIGHT OF WAY
n ^r w
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O x879.6 - x879.6 x879.8 I t�
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I x88� 3 � �
M M - W W W W W W W W W . �iN �879.5 �� SSM W W W W W W W W W W ��
W W W W �N -- W W W W MI Rim: 9.18 NL W W I `rQ 0.2
M _
87e r- N - - - - - - Out:873.88 - - - I
-�'T SDMH - - - - -SS SS SS SS SS SS SS SS SS SS SS SS SS-!� Rim:879.72
w - _ _ _
MH Rim:879.12 - - - - - - - - _ g- ss �SS� 8TERR SSM I� - _ SDMH
I I 37 Rim:880.04
m:878.69 o f Out:875.08g cc�SS .8 CC
I :874.04 8.6 878.7 - -s 3 CC 3
. CC SD ' LSD SD SD SD D ss�ss�SS�SS� �
CC SD S SD -SD-SD 15 RCP SS SS SS S SS S� MH QFH WV
_ SS
SS SS SS SS Rim:879.19 PP
SS SS-S SS SS 8"TERR In:873.16 E DPP E E E E E E E E E E E E E E- E
SS
-SS SS SS SS SDMH Out:873.i6 E E E E E
M , Rim:878.93
PID
In:869.09 w-E-E-E�
E E E� \\\\���I'IIIII'I'/,//� AREA = 57,802 SQ.FT. OR 1.3269 ACRES
PP J PP E E E PE E E E -E
E ; �\\o SECS o� //� ; ALTA/NSPS LAND TITLE SURVEY PREPARED FOR:
E E E E� s ° Lr �% REVISIONS
- E E E E E E E E E E ,3 E E ALTA/NSPS CERTIFICATION: fie` ° '� `° ;_
zz
y ° 1/14/22 -CORRECT FLOW OF STORM
GPS CERTIFICATION; FLOOD CERTIFICATION: = ° 0 SEAL _ = DRAIN LINE IN HwY 311 CFT NV DEVELOPMENTS, -
TO: LLC
PANDA RESTAURANT GROUP, INC.; CFT NV DEVELOPMENTS, LLC, A NEVADA LIMITED LIABILITY THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT - L-4542
COMPANY CHERNG FAMILY TRUST DATED OCTOBER 30, 1987, AS AMENDED,, PANDA EXPRESS, INC., AND = ° r _ 3/4/22 - UPDATE TITLE COMMITMENT 2400 - 2406 NORTH MAIN STREET
����\\I111I THEIR AFFILIATED ENTITIES, SUCCESSORS AND ASSIGNS; FIRST AMERICAN TITLE INSURANCE COMPANY.
L ANDREW B. BAKER , CERTIFY THAT THIS MAP ITAS DRAWN UNDER MY LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON ° 'Y O
///Y SUPER VISION FROM ANACTUAL GPS SURVEYMADE UNDER MY SUPER VISION AND MAPS PREPARED BY THE FEDERAL EMERGENCYMSIIVAGEWENT � y°°°� � ° � � 7/7/22 -UPDATE TITLE COMMITMENT HIGH POINT, GUILFORD COUNTY, NORTH CAROLINA
0 GRAPHIC SCALE `�\\\\S�°CAR0 THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY AGENCY FEDERAL INSURANCE ADMINISTRATION.DATED
`S DEED REFERENCE: BOOK 7303, PAGE 1398
\\04°�ESIS L/� ��% THIS IS TO CERTIFY THAT THIS MAP ORPLATANDTHE SURVEY ONYIIIICHITISBASED WERE MADE IN (1) CLASS OF SURVEY. A(1:1(I,(IO(1) _M_ARCH_16__2_0_0_9_________ �i��//h'EWB°$Q'\\���` 8/1/22 -UPDATE TITLE COMMITMENT MAP REFERENCE: BOOK 36, PAGE 13
° o Ij °° y ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTSFOR ALT41NSPSLAND TITLE O MAP N0: 3710689100 K ZONE X //I11111IIII1IV����
® 20 0 10 20 40 80 _ e 4' 7 a SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, ANDINCLUDESITEMS 1, 2, 3, 4, 5, 6a, 8, 9, 2 POSITIONAL ACCURACY- Horizontal = 0.03', Vertical = 0.03' ) PARCEL ID: 194624
° a SEAL o = 11(b), 13, 14, 16, 17, 18, AND 19 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON OCTOBER 28, (3) TYPE OF GPS FIELD PROCEDURE: REAL-TIME KNELIATIC
o L 3212 o _ (4) DATE OF SURVEY. OCTOBER 26 2021 THIS IS TO CERTTFYTHAT ON THE _ 28th DAYOF OCTOBER 2021 AN ACTUAL SURVEY WAS MADE
2021. UNDER MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT, AND THAT THE BOUNDARY LIVES AND THE
° P O. (5) DATUM/EPOCH:NAD83(CONUS),NAVD88/NAD83(2011) R.B.PHARR & ASSOCIATES, P.A.
e IMPROVEMENTS, IF ANY, AREAS SHOWN HEREON. THIS PLAT MEETS THE MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYING 8c MAPPING
Know Whays below. ' ° �' ^ ` (6) PUBLISHED/FIXED-CONTROL USE: ",VCRR GU M299 2"
I N FEET �i� suR� .° O ��` SUR VEYING IN NORTH CAROLIN A, BOARD RULE. (21 NCAC 56) AND THE RATIO OF PRECISION DOES NOT EXCEED AN
°°°° $-I-'L'L (7) GEOID MODEL: GEOID18 LICENSURE N❑ C-1471
ERROR OF CLOSURE OF ONE (1) FOOTPER Cal I before you dig. 1 inch = 20 ft. � RKIINE\ ti���� C. CLARKNEILSON DATE O COMBINEDU. GRID FACTOR (S): 0.99990985 ROOT OF THE NUMBER OF ANGLES TURNED.O 000 FEET OF PERILIETER SUER EYED NOR 20 SECONDS TIMES THE SQUARE CREW: DRAWN: REVISED: 969 EAST 7th STREET CHARLOTTE, N:C: 28204 TEL. [phone]
NCPLS, L-3212FEET �� SCALE: DATE: JOB NO.
cneilson@rbpharr: con SIGNED
ND ND BJR 1 " = 20' OCTOBER 28, 2021 93446
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
C1
2939.50
311.01
S00°33 38 E
310.86
C2
30.50'
54.20'
S47'19'23"W
47.35'
PLOTTED: 8/1/2022
G:\93\4\93446\DWG\93446.DWG