SW3220902_Plansheet - Existing Conditions/Survey_20220921

SCHEDULE A DESCRIPTION
LYING AND BEING IN NO. 10 TOWNSHIP ON THE NORTH SIDE OF NORTH CAROLINA
HIGHWAY 27 (CHARLOTTE-ALBEMARLE HIGHWAY) AND ON THE SOUTHEAST SIDE OF THE
EBENEZER CHURCH ROAD ADJOIN[\rG THE PROPERTY OF ARTHUR HOWELL AND OTHERS
AND BEING LOTS NOS. 5 AND 6 A \ D A TRACT OF LAND ADJOINING LOT NO. 6 ON THE WEST
IN BLOCK "A " OF THE PROPERTY OF J. A. MORRISON AS SURVEYED AND PLATTED BY S.
GLEAN HAWFIELD, JR. ON MAY 19, 1947, AND DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE CENTER OF NORTH CAROLINA HIGHWAY 27 (SAID
POINT BEI\ G SOUTH 89-4.5 EAST 373 FEET FROM THE CENTER OF THE
INTERSECTION OF N C. HIGHWAY 27 AND THE EBENEZER CHURCH ROAD), AND
RUNNING THENCE NORTH 0-15 EAST 200 FEET TO AN IRON STAKE IN THE 4.20 ACRE TRACT -
THENCE LE NORTH 89-45 WEST (PASSING A\ IRON STOKE AT 200 FEET)
224.E FEET TO AN IRON STAKE IN THE CENTER OF THE EBENEZER CHURCH ROAD;
THENCE WITH SAID ROAD AS FOLLOWS: 1ST, NORTH 36-40 EAST 151.5 FEET TO AN
IRON STOKE 2ND NORTH 38 EAST 317.5 FEET TOANJR0:V STAKE CORNER OF
THE EBENEZER CHURCH PROPERTY,THENCE WITH TWO LINES OF THE CHURCH
PROPERTYAS FOLLOWS: 1ST, SOUTH .52 / EAST 61 FEET TO A BLACK GUMAND 2ND,
NORTH 7-11 EAST (CROSSING THE EBENEZER CHURCH ROAD) 234.8 FEET TO AN
IRON STAKE, CORNER OF ARTHUR HOWELL; THENCE WITH HIS LINE SOUTH 68-10
EAST 730 FEET TO AN IRON STAKE, CORNER OF LOT NO. 6; THENCE AGAIN WITH
HOWELL 'S LINE SOUTH 67114 EAST 160.6 FEET TO AN IRON STAKE, CORNER OF
LOT NO. 4; THENCE WITH THE LINE OF LOT NO. 4 SOUTH 0-16 WEST 450.7 FEET
TO A POINT IN THE CENTER OF NORTH CAROLINA HIGHWAYNO. 27; THENCE WITH
SAID HIGHWAY NORTH 89-45 WEST 959.6 FEET TO THE BEGINNING, AND IS A PART
BILLY WILFORD HULL
LOUISE MOORE HULL
D.B. 235, PG. 133
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THE HOWELL PARTNERSHIP / X",
D.B. 14299, PG. 7 .
PIN: 5545208189.0000 F
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AS SURVEYED DESCRIPTION
BEING THAT CERTAIN PARCEL OF LAND LYING AND BEING IN THE TOWN OF MIDLAND, CABARRUS COUNTY, NORTH CAROLINA, AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A 112 " EXISTING IRON ROD LOCATED ON THE NORTHERLY MARGIN OF THE RIGHT-OF-WAY OF HIGHWAY 24-27 (A VARIABLE
WIDTH PUBLIC RIGHT-OF-RAY),SAID POINTALSO BEING THE SOUTHWEST CORNER OF THE LINDA Al. DOWD AND J. KENNETH DOWD JR.
PROPERTY AS DESCRIBED IN DEED BOOK 7896, PAGE 218 OF THE CABARRUS COUNTY PUBLIC REGISTRY,' THENCE WITH THE MARGIN OF SAID
RIGHT-OF-WAY THE FOLLOWING THREE (3) COURSES AND DISTANCES; (1) N 88°00'38" WA DISTANCE OF 224.70 FEET TO A 1/2" NEW IRON ROD;
(2) S 85.36'32 " WA DISTANCE OF 350.92 FEET TO A 112" NEW IRON ROD; (3) N 89°41 '40 " WA DISTANCE OF 383.23 FEET TO A 1/2" NEW IRON ROD
LOCATED AT THE SOUTHEAST CORNER OF THE TUCKER FURNITURE, LLC PROPERTYAS DESCRIBED IN DEED BOOK 3577, PAGE 74 AND DEED
BOOK 3108 PAGE 232' THENCE WITH THE TUCKER FURNITURE LLC PROPERTY THE FOLLOWING TWO 2 COURSES AND DISTANCES I N
00'20'43 " E A DISTANCE OF 283.59 TO A 1/2" EXISTING IRON ROD' 2 N 89°50'43 " WA DISTANCE OF 732.26 FEET TO A NEW NAIL LOCATED IN
THE CENTERLINE OFJIA4 SOSSO ROAD (SR,4112_3), THENCE WITHTHE CENTERLINE OFJIA4 SOSSO ROAD 37°2 '35" EA DISTANCE OF
307.97 FEET TO AN EXISTING NAIL; THENCE LEAVING THE CENTERLINE OFJIMSOSSOMAN ROAD AND RUNNINGS 53'29'31 " E A DISTANCE OF
57.40 FEET TO A 12 " BLACK GUV TREE LOCATED AT A COMMON CORNER OF THE EBENEZER CHURCH PROPERTYAS DESCRIBED TN DEED
BOOK 444, PAGE 698; THENCE WITH THE EBENEZER CHURCH PROPERTY N 06'33'04" E A DISTANCE OF 234.35 FEET TO A 1 •' EXISTING IRON
PIPE LOCATED AT A SOUTHERLY CORNER OF THE HOWELL PARTNERSHIP PROPERTYAS DESCRIBED TN DEED BOOK 14299, PAGE 7; THENCE
WITH THE HOWELL PARTNERSHIP PROPERTY AND CROSSING THE AFORES AID JIM SOSSOM4N ROAD S 69°00'00" EA DISTANCE OF 729.71 FEET
TO A 1/2" NEW IRON ROD LOCATED ALONG THE SOUTHERLY LINE OF THE HENRY TRENT LITTLE PROPERTYAS DESCRIBED IN DEED BOOK
14299, PAGE 11; THENCE WITH THE HENRY TRENT LITTLE PROPERTY'S 68°05'00 " E A DISTANCE OF 160.54 FEET TO A 1 " SQUARE IRON ROD
LOCATED AT THE NORTHWEST CORNER OF THE AFORESAID LINDA M DOWD AND J KENNETH DOWD, JR. PROPERTY,' THENCE WITH DOWD
PROPERTY S 00°14'00" W A DISTANCE OF 384.76 FEET TO THE POINT AND PLACE OF BEGINNING. HAVING AN AREA OF 538,356 SQUARE FEET
OR 12.3590 ACRES ACCORDING TO A SURVEYBYR.B. PHARR & ASSOCIATES, P.A. DATED SEPTEMBER 10, 2021. JOB NO. 93333.
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NOT TO SCALE
OF THE PROPERTY CONVEYED BY RALPH D. FURR AND WIFE, MIA FURR AND BY - , _ - - - - - � -- y .
M4MIE MCEACHERN BIGGERS TO JOE A. MORRISON AND WIFE, PEARL BOST MORRISON W Oe / i - \
BYDEEDS DATED AUGUST 3, 1945, AND AUGUST 9, 1945, AND RECORDED IN RECORD OF PP�� ��+�QZP�21e - - - - - -570.7 \ V v v� .. 57357 573.35 x573.3
DEEDS NO. 185, PAGES 241 AND 282 RESPECTIVELY. p� -, . �' /
o "' M �/ / v v v � ..*... S', 0 / OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
SAVE AND EXCEPT FROM THE FOREGOING PARCEL, TKE FOLLOWING TWO (2) TRACTS: EBENEZER CHURCH t0 /2 / s 02/ " - - - - - \ \ v - - ' 4 569���; 0,
O + +� 1-1 0 573.1x COMMITMENT NO: 21 WS0646, COMMITMENT DATE: AUGUST 27, 2021
D.B. 444, PG. 698 2 N Z N oo 569,21 \ 571,6 x v A �Q ► F )
TRACT 1 /V PIN: 5545207149.0000 \2 \ x\off 569.1x V A v v 5 ado 3p00,
y % — — _ — — V A - A ..� �29 (It) S SCHEDULE B - II (EXCEPTIONS)
DEED BOOK 428, PAGE 217; CORRECTION DEED RECORDED INDEED BOOK 435, / \ / v V v v S �M� 573 ox HENRY TRENT LITTLERIGHT, TITLE AND INTEREST OF TKE \ ORTH CAROLINA DEPARTMENT OF
( s69,9z / s68.7x \ \ v v 6'& ** * - ... D.B. 14299, PG. 11
PAGE 16) \ \ / v v s69,8� V v � 571 9x - os. B TRANSPORTATION (OR OTHER PUBLIC GOVERNMENTAL ENTITY) INAND TO THE RIGHT
/ F PIN: 5545307353.0000
wva6ss6 ° / s6e69 v A v _ 963- °R OFWAY(S)OFNCHIGHWAY24-27AND/ORJIMSOSSOMANROADTOGETHER WITH
LYING AND BEING IN NO. 10 TOWNSHIP, CABARRUS COUNTY, NORTH CAROLINA, / + A y.. Op
\ � / \ \ \ � � \ FRTy 573.4x RIGHTS, EASEMENTS AND LTM7TATION,S APPURTENANT THERETO, INCLUDING THE
ON THE EAST SIDE OF THE SOSSAMON ROAD ADJOINING R. L. TUCKER AND / - - - - - V - v \ -- V pR p . 44INF p RIGHT OF WAY(S) DESCRIBED ,TV INSTRUMENT(S) RECORDED IN BOOK 1290, PAGE 252,
INV:567.35 � � �
DESCRIBED AS FOLLOWS: AA \ \ F \ FR
\ � // A \ 5�1 x ��571.6RTy "' D•e CABARRUS COUNTYREGISTRY. (AS SHOWN HEREON)
- v\-- -- --A <bVFp s 4.1x
BEGINNING ATAN OLD IRON STAKE, CORNER OF HULL AND TUCKER (SEE DEED \ \tip Pcq's D.B, 444, PG. 698 x 674 s673 - - -- - \ FR �•@ ' �- I
BOOK 206, PAGE 110) AND RUNS THENCE WITH THE LINE OF TUCKER NORTH 89-15 s6 - - PIN: 5545207149.0000 x - v -- -- -- � A \ \ 14. WEST 225.1 FEET TO A POINTIN THE CENTER LINE OF SOSSAMON ROAD; THENCE V / \ �,4-
� 567 ee - - A 72 3 \ 9 p
- — — — — — 5675 569.e V A A V G IJ ..\.. 574.09 �575.3x
o v s67.77 x -- x
WITH THE CENTER OF SOSSAMON ROAD NORTH 37-24 EAST 156.83 FEET TO A / / / � Z 53 - - -- -- V A A \ \. x
POINT, A NEW CORNER IN THE CENTER OF SAID ROAD,' THENCE TWO NEW LINES V / �• A / -- \ V V A
'_1 A s7ssx
WITH HULL AS FOLLOWS: I ST, SOUTH 89-15 EAST 130.4 FEET TO ANIRON STAKE; / + / e V A \
LITTLE PROPERTIES OF MIDLAND, LLC y 2 60 - �g�Ll�it s67 4 V `�7° 3 \ \ 572.6x1-1 IOSS/e y'.: s7s 11
2ND, SOUTH 0-15 WEST 125 FEET TO THE BEGINNING, AS SURVEYED BYKEITH R. A � / o v 567.79 x %1 TF
MOEN DECEMBER 23, 1971, AND IS PART OF THAT PROPERTY CONVEYED BYJ. D. PIN: 5544295702. 000 PG. 232 / , \� �_° V0�` 1v " v - - - - - -- v A \ 0, 8 S 0� v -
� 6 s6s8x � - v A \ \ V A �4S � FTRGgA��� �.. �
GRIFFIN AND WIFE, EVA LOUISE GRIFFIN TO BILLY WILFORD HULL AND WIFE, \ / cb - \ \ � V \ �6 + \ \ \ � S S V -- A v v A \571 3 - s72 8 \ \ 4 �ORFS R * . � \ 575,2x
L0UISE MOORE HULL DATED JUNE 20, 1951 AND RECORDED IN RECORD OF DEEDS + - 4 x � A � �0,A , V \ / -- 567,2x -- \ \x \ x I
BOOK NO. 235, PAGE 133. A \ \ A _ _ v A v V .
\ 5Z2,6x V A �s \ -- -- v A v \ \
' 11
-- — i \ \ 1 \ VA+,'\ � / \ 565.7x A V , A V A '_1 A \ .. 575.4
x b A \ \ \ V \ x 566.83 � '� -- -- A 567.V \ \ V A \ 571.5 V A Z 573.7x
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DEED BOOK 1290, PAGE 252 O FOB � / ^z A V A \ \ / -- -- - - - v 1-1 \ \ \ v x \ \ 573,7x \ i ?�TR l F
( ) � ,, / � \s \ \ \ � / v V A V A \ DGE \
BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERN PROPERTY LINE , -� 1 0 6 s 1 v V A V A 0
r ,� p x 1 5�0.3 x� A -r \ �x� A V V �W 573,47 572 0
OF THE UNDERSIGNED, IF EXTENDED AND SURVEY LINE L; THENCE [\rA NORTHERLY w O �� / +�� \ / +`a s77 A 576.3\ \ \ 9 \ s \ / - \ � \ 568.4 \ \ \ \ \ \ ooDS x \
q ti x 6+ s6ss \ s
\ \ \ \ x \ \
DIRECTION ALO NG THE WESTERN PROPERTY LIVE, IF EXTENDED AND WESTERN J~ G' O 1 \ \ \ \ \ / � — _ — \ \ \ \ \ S6 6 ys \
O G� P� ^• \ \ \ s64,1x \ \ \ \ \ \ s71 e \ \ / \. 8b op s7o 97
PROPERTYLL\E OF THE UNDERSIGNED, COMMON WITH MARGARET TUCKER, NOW OR , 44 � O �2 O �j.0 \ - - \ I %1 s\2 3\ \ \ \ 11 / ( \ \ s64.6x \ \ \ \ \ \ x \ \ \ s74.8x \ / \ S'DO4 F \
r S. 2' � 0� '\• \ \ x 1 \ \ 566.4r, 5631 \ \ \ / l F / 60E 572,65 \
FORMERLY TO A POINT LOCATED 50 FT. NORTH OFAND NORMAL TO SURVEYLINE L; 4 . \ � � \ \ \ / \ x _ \ \ 1-1 \ \ \ \ \ \ \ 1-1 `' 0- x
THENCE IN AN EASTERLY DIRECTION 50 FT. NORTH OF AND PARALLEL TO SURVEY LINE L �� �00�� � � < 0 \ \ � \ \ \ \ VA \ -- A \ \ sus 2 \ V A\ . J
TO A POINT LOCATED 50 FT. NORTH OF AND NORMAL TO SURVEY STATION 645+50, S ���'ti � ,�^� V A \ � � � I � \ \ A / s63.2 s64.6� \ \ V A V A V A \ \ V A \ 84,�i��
o / � � \ � V A \ \ V A \ \ \ s74.9x x
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SURVEYLI\EL; TKENCEI\rASTR4IGHTLINEINANORTKE4STERLYDIRECTIONTOA 0 x 6 \ x V A \ x \ 571.59
POINT LOCATED 75 FT. NORTH OF AND NORMAL TO SURVEY STATION 649+Oq SURVEY w�� A0 ^j� h, �, ++m / A 57e,� � 5�9 \ \ 6�6+ \ � \ / s63.3 - \ \ V A A A'p��s A \ 1-1 A
, � \ 5�34 V A \ VA F x 565.8x \ j�
LINE L; THENCE IN AN EASTERLY DIRECTION IN A STRAIGHT LINE TOWARD A POINT ,Q 5�G x V 6 \ 563.1 A \ V A \570 s \ \ \
/, \/ \ \ \c A V l bR
LOCATED 65 FT. NORTH OF AND NORMAL TO �� O � 2 \ \ \ \ V \ \ \ x \ V V A x \ s74 2
� I �m \ \ s 10 \ \ \ / - A v A V A \ \ �73.3 x v
SURVEY STATION 651 +50, SURVEY LINE L TO THE POINT OF INTERSECTION WITH -wow , � \ \ \ \ � \ \ \ \ V A \ � `\ VA I \ _ - - - / - - v V A V A V A \ \ \ - -
THE EASTERN PROPERTY LIVE OF THE UNDERSIGNED, COMMON WITH ROBERT O �� / \ \ \ \ \ \ \ VA\ VA O A s 3s / s62.8 x s6 a x\ -- - A A \-, A V A V A \ - - / . --1*6.
MCMANUS, NOW OR FORMERLY,' THENCE TVA SOUTHERLYDIRECTIONALONG THE G�04 / 2? \ \ \ I \ \ \ s69,o7 \ TT \\1,\\ 1 \ s6z \ \ \ \ \ \ 573 ??i. '64
P cb \ v A\ -+ s g BILLY WILFORD HULL -- v v v v A 5714x v � _ 5727 /2' Iv
EASTERN PROPERTY L[\E, AND THE EASTERN PROPERTYLINE, IF EXTENDED OF THE � - `Z" / \ \ s 8 d 5 � \+ x -- A \ \ V - x 1. *
F .
1 \\ v 5 6.9e s, Aa LOUISE MOORE HULL � A V A V A — J
UNDERSIGNED TO THE POINT OF INTERSECTION WITH SURVEYLINE L; THENCE IN A O / m� s\z 9 A � � 57f5x � V A 1-1 \\ VA \ \ \ D.B. 235, PG. 133 _ 562 a� V A \ \ 9 4x \ \ \ WESTERLYDIRECTIONALONG SURVEYLINE L TO THE POINT OF BEGINNING. / �P / A A \s81.96 / I I I I s71 �4 \ \ \2 \ \ ��VA\ \ \ s \ PIN: 5544299780.000q x - - - - - - - � A A \ \ \ \ \ A \ \\ \ \ V A \ - - 5724 d
/ b A A C1 VA\ \ \ 6O \ 561,8 \ \ V A \ V A ���
/s82sx \ 57122x V A \ \\ \ � + x TOTAL AREA \ \
h $ V A \ \ S S 562 4 561.36 \ � 63 9 \ \ lx --
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77� / �� /579.0 y \ V A\ \ 561,42---- — — _ — �A 6170 V A A \ \ V �5721
+ + 538 356 SQ. FT. � __ _------�---_—__v v v — — �
7 � a +s ,4s 1 573.96 x \ \ \ \ 12.3590 ACRES — _ � — — — � A V A v — �x s72,4
N88' 12'33"E N �° 84I \ \ 24'\CE2 V A �\ \ � \ s6134 , --- A
--/ / 583 �3x 582.9 / / � 5�5,3x \ \ V A \ \ , - — — —$S(�� �� A A5647 A \ 569.b), \ x
- 1/ 2 \ v \ \ \\ \ (INCLUDES AREA WITHIN OVERLA� & I / _ � x\ \
7 13307.31' (GROUND) / / / \ \ s7o \ \ \VA\ \ \ \ ) / s 27 — — — _ — — v \ � \
1j \ ^ / �8 43'W 132.26�(M) / \ x \ s7 8 \ �\ \ s�7o4 V AREA WITHIN JIM SOSSOMAN RD. - - \�� __ A v �� A �\ TT A V A � s7oex� v A
b 'R, +� 8975'00" / s76.47 \ \ x \ \ � -- ss8.13 - -_ A �\s6z o \ \ \
/ h . + � / -583T ?30.�0'O .�, / 24' CED \ V A \\ \ \ / 1 / / / 551115 , \V A \ V A \ V A V � \
NGS MOAT. "HUNTER" / � V, / ee\ (D".-J108, PG. 232) :- A o A \ V A V A \VA s \ \ / �� VA A \v A V A \ V - -- A A \ V0.7�DOVER NP RL
N=549223.73 30' EXISITNO RIGHT--WAY-WAY a s81,3 x N / / 5" PIN
E=1529255.83 / — — —4.4' 0 \ \ �18» CE� \ \ V AI\ \ \ / 1 �i� �\ VA A �� A V A \ V -- A V A /
(PER NCDOT PROJECT / 6.889003T) /' / 5806-Ix � 574.2 x\ \ 57z6x 18" CED A A\ \ s / \
ELEV=710.37 / / Q. \ / / V A x \V \ 6 / s6o e I ss7.9s VA �, A \ S�Sx \ V A A \
se so A \ x \ \ . \s6 �\ \j \ \ v s687 \ SHED CORNER
O 69.5 567. 1 \ TT g 557,98 \ 2 49 A \ x
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/ `�O' / firjo \ / 1 / 57 9 A � \\ V A \ � \ V A \ � \ 558.06 1\A V ".,` A V A V \
/ / / � / \ w / 573.6 � �� � �� \\ V A \ 4.36 \ V AV V A B��\AA \ 11 ���ti \ \ \ 571,4 x 573.19
s76 03 / , A 565 9 A V \ x s71 e I I COVERED
/ \ / x �- A A ,5 \ 561,32 N \ �ss7,92 O�vAA \ \ 5633ss -1 A V v \ V I �I�CONCRETE
�� / / \ 1 / 574,2 SHED s7i8•'0 V O � � 5�5.30 \ V �S+c° \ \ V A\ \ p�\\AA \ V A � \ \ V \ \ V \ \ V 73 573.10 57315
/ / 1 STORY METAL BUILDING / V 4
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/ry 576 94 572,9 / �5h 9 / 568.4 \ x V A VAN, .-9, A �N\A V A' V V 1-1 A V A \ \ \ 1-1
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�/ D.B. 3108, PG. 232 / A / V / \ 567P \ s6 A \ \ \ \ v A \v A5.5x � 566.8x \ 1 �
PIN: 5544295595.0000 / / / 571 / + +\\ VA \ \ 1-1 v A A \ s73.14
/ LLJ o / � / / / / s69 x� / BPoD E 06s VA 86 VA \ V A � \\ vv \A " Av V A IT \ �69,4 \ O o
/ OS'i8,28 / / 572,16 f371,98 � / / / \ "\ VA \ \ V5, \ \ \ - AA \ 56 21 V\ \ \ \ 12" TREE O 0
i INV: 69A9 -_ _ � 5/3 / / \ /6sx "18» OAK \ VAA VA \ \ \ \61.32\� VA 15 58.10 ss8,13 ���\A ��\ \ \ s64.�V A \ \ \V \ \ IGW o
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/ � / '57 18 P� / �/� � V� �� ` 1� \� \VA v\ \ \v A \ \ \
4 s81�o� v/ 18"� 3223 / 15" IN / 24" GUM x x 56104 POND v v v v v v V A / V o
T Q� M s73,4x / A30 OA / ¢4x /BU1 D 5703x / � \6Sr �5 a3 565.27 24� OAK \ \\ \ \ \ vA \v A V \ \ 572.84 1
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OI t� 5�5 36 523 R0 0 �1 � �a go 64 � V A \PVA\ , \\ \ \1\5 57.88 \ v \ \ OVER W \1V�� � 575�I5 3� 5720 / / � \ \ 2> �� �6�— 5 1 6 \ \ V�VVA A \ V A \66ex\ �572.66/ 1 ry� / \ x / 8,ex 24" GUM \ 56 x \ � �' v \ A \ V \ \575.52 12"R�P / \ 550 �56q 8`3� x\ \+ \ �61,22 VA \\A \ A\A }6A27 \ \ \ V A 572.01 57247
h ' / 8" P s6 sx s68,ox x 5 �o —+ \ \/ �� b M s76g1 \ x�s3 BUSIED / ® / \ \ 7� < < VA\ \ V v \ V 5/ �u / / / � A \ 56 x , \SV V\ 558.19"' \ \�5�1.51 \ \ x \ x \
/ / n \ \ 30" EE 3, g\ \ S \V\ 6 \ V A \ \ V A \ \56e7 69.3
- Cd x57yr3 60" OAK v mN V v v v + 6473 v v
5726 5" PIN \ \ \ 6 x LINDA
J. KENNETH DOWD, JR
/ G� �� / � N /1 � xy74,0 x / / A V 65.7x \ \V\ +- \\ \ \ ss8.22 \ �x \ A \ \ A \ LINDA M. DOWD
-� 57%.1 \ \ 567.2x \ \ \S6 A \ \ V \$ \V 60, �5�1.1 --A '-1
10 \ \ 57 2 \
�� / 5" IN® \ \ � \ s64.3 V A s6 4s \ \ \ A 615x \5\ 66 \ s66,10 V I D.B. 7896, PG. 218
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S / TUCKER FURNITURE, LLC p= s 4 e3 569 0 36" OAK �s6s 7 V A v s6o 9 v v PIN: 554439758.0000
D.B. 3577, PG. 74 0 \\ s \ PERMANENT DRAINAGE / \ s61s \ \ \ \ \ %\
/ y .* A5" P `� s69.9 5" Klc s6e7 _ oAK \ \ \ V \\ v \ v x v \
4 / PIN: 5544295462.0000 / _ - - - - - s63+vv vv yv V vv ss814
/ (\� �y� , / `� O % / PI" V A \ A ss8.24 EASEMENT I \ A 5\ � \ 571,1 s71 s3
J �j ni s7 se s 3.6 V 24" oA s6�S8 569,93 — — s69�6x — 3('I GAK— A A \V\V"\'� A / 6o.9e x �62.1+ V Arts66 9 \ \
�56e 7 - A \ A v D.B. 1290, PG. 254 s67 8
/ �W % 1 s73�x x 1 PINS 70,9 — — — x \ V v \\ v ( ) / / / v s6n6 A
O 9 v v \ \ V A\ xTT \
v A \\ s v v� v s�e9 v A \ \ O t PIN j CARPORT - _ 36" OAKS �5" PIN �8 OAx - -- 18 K. \ \ 5 z3X \\ \ \ Epp \ \ \\ \ \ \ \
/ t , A FFE=s71.ss 570.34 _ - A v �� \ \ \�\ � \V A v f v7 / �\ 177
// T x76 570,33 571 6 13 — �,015" PIN �b90 24"SOAK V7.1 �\ V A A\ 558.09 \ 5 �563,V45 V A V A
\ \ V 15" PIN 171.2' 24" OAK - _ 42.5 FFE=579.77 �6'xGUM � � \ V A \ \ y VVA"�v 557 94 / \ 56A 98 4 �6� 6 s6A 33 8 P� -
PM \ \ \\ \ �- / \ \ \ \
575.77x \ \ /\ � 572.5� x — 24" OAK \ \ 3.97 \� \ \ 557.73 --sue ii , , �� 561.7X x
7o,8x gSPHALT Q / VAC x �7 7 s7o 4 x 5 PIN \ \ \ 13 s1 � 557.3s -_ - - � �4.12 N x
oe `` \ 72 s7-- - \ 1 PIN \ \\� \ 6 \ - -- - _ - _ \ \ \ \ \ \ \
f x \571.e �\ \ \ ' 0 O" \qK \ m-�,-*\sse.16 _ —_ —_� 6 \ \ 5ee.8\ \
x 24"OAK - �' � -- l co �7 31 24" PIN \ \ k�\ --- 557.98 557.79 - Spa 11 - X \
/ ` - 572,63 �,5 1 -1 STORY VINYL \ \ \ 2" IN �2" PIN \ \ \\ \\ \ \+ s6 14 \\ \\ - - _`"_= _ _ _ � - - -' s63s2 563.53x 1 a \ \ \ \ \ s7o 39
xs72\ s71sx / - a> FOOTPRINT AREA:�,255 SQ. FT. \ \ s7o4x 2 P+N� \36 OA x +\ \\\\` � - - = --D -� = x \
p qD _ 563.22� — 570.04 I -
�\ N I I \ a-- b C /18 H \ = 591 12.0'_ N s s55 e� BWLDING HEIGHT: 22 8 \ \ \ \68 36'\OAK \ \ \\ \\ \\\\ �u �\\ \ - - - - - - - = 4- - - - IN 1 6 5661,6 \ \ \ \ \ \ \ \ [� �
\' I I \ I24" GUM \ =729 / _ 2 —0. 576 ` \ \ \ 12" PIN 5\8. \ `q 5( 7 \1� ^lW S \ — — — 5-534 x = _ — \ 4\ o� x p \ �564.85 \ \ \ �I
a I \ 7BM�577.3L - 5 �MAG 1 �18.3' s ,6 \ \ \ -- �\ 1 `:I; \ \ 6 ----- -= ---- - - 49 NJ \ * \ \
r} 5802 48�QAK \ g&: +6y A\56- — �b3�4- + 0"0
/ 2 5 24" AlV 1--
�x �- s7 LM s 9,2 78. s6 `� A _ - �ss8�5 \ * V A4 A K
x V A \ 565, 3 S — 4!;63.4� HOV 61,71 \
PAVEMENT i oo e3 /x 57s,4 �5 v v \ \ 6 38\ 1 563.14 - - - `�9'� x 5' 9.9s 565 \
575.£ ( 0. 57,5 578 95 O -- x \ 563.57 — — — x / � SA1.72+ x \ 24" CED
/ 53 ' S78.79 57 24"\AK Jt. 574.8 \ \ \ 15" PINS \ \ �S \ \
�577.49 \ O � A \ 5651 � +56�Pa �- � � ` .1� '�
- 4" 0 K x x - ,< 6.4
1 �'NIR 4 s76 9 A s73.4 x \ 9 5 61 s \ 1 K,
\� \ 7 _ _ s78.25 V A \ \ 9 wv:ss9. A GW - _ - - - 1 2'NIR \ s61�3s s60�1 s61,zo s6 6 x ', m N880
Jam--- - 556 ��6e i / s78.64 s 3 WM 2 - A \ 3 \ \ V A FH 1N 5 63 ' - x
E s76.9 s77.77 s7a67 s7a6s77.16 P� \ \ 26s s6o,8�9.74 ss3os k 4\ \ �� 320"W
s6o,12
\ \ V \ - -W - - -V� -x- �L -W- s61.11 s61�G \ `S� A V 23.91' AE)
w W s72,o 1�2`NII� s7o\ s e 7 x� A so x 7�- - _ 92 �/= - - - - - _ �a_s� -S so r - - - 7� - S \ 2�EIR WM
PP - - yy �7e e8 W _ 2.
�± 578.84 578.44 8S5 5-578 8 i 77.57 5 33 11 577,6 n r S> � — W— ---,L _ _ _ _ _ — — -- — — — — — — , x WM
LEGEND: CONCRETE N8'41 40 W x _ 576 os W s7s-� — _ _s671 _�� — _ — — — — — _ _ — ���8-�8�141� ss_6o_ s79 oe 7 s78roa s77.66 ONCRET s77,34 3� � x s9s CONCRETE _ �F - > ��g2 - _ 5�. - 56 6 - - � - - a x
T RR ]� 7K1 F 578.71 578.62 57ftft
8 27 578.21 A 5 6i73 7 576 7 jJ75.12� — — — — �`�� — — — — — — — — — — — 53F6 Sg6 S�
ALLEMAltLE ROAD -- 577,66 5/7.25 577P0 �) 575.35 575,26 SIGN---4'7 574,70 x 5?3,4 _ _ — x — — — S2,OB- — — —x — — _ _ — _ Q�51z�.B UL:�6>a0 — — — — — _ _ — — — ,5" 2 Q �
CB -CATCH BASIN �5.7911 4 576,34 5 4.03 573.37 57V 94 — x — — — — - — — E-- — — — — 66.67 �1 GMP INV:567.68ftft �8,64 -- 78,10 577.64 - 7�9,77 575.34 575.31 575.01 4 95 572.75 72.03 571,63 570.92 5 0 — — 563-,99— — —56397 — — — �y�(,`� _ — E � i � .♦ 1�Z�R
577.39 574,31 \ 573,65 571.19CB 5 ].]6 570,55 570.21 — =F-- — — — — x _- 7U x 57O—-576:JG — —570.2 • E E
CED - CEDAR -- � �� -_ 76.81 576.2o s7s 7e 5»9 s7a29 x 7
(NC HWY24-27) 579.40 � x x 5.37 v --57239 -- 571.66 7 74 — — 57004 570.08 — GB 570.25 x— __5 29X 5� Y �E-
C&G -CURB &GUTTER 579 0,1 T —�— x
570, 57Q23 570.33 570,81 � 572 02
CUP -CORRUGATED METAL PIPE VARIABLE WIDTH PUBLIC R/W s 84 s 93 s 2 v v 574,72 -s 409 x y572,e0 s7o,23 s69,97 ��- - _ _OMBX
569,69 569.66 16
5�-,2 576,55 `6.11 573.44 572 ,f 571,287080 570,46
_ �R.(:� -�6 570,01 575.7] 12 574,47570,30 0,35 57052
579.43 57 12 578,54 A A 573-24 572.45 \ SO -- — � <�:= 57045 � 72157
30"� 571,31
CIO - CLEAN OUT 7e o2 s77.7s
s71 ss w
NCDOT PROJECT # 6.669003T — 576.60 57612 \ D.B. - DEED BOOK - i 575 75 s7s 17s73 eo s71.7o s7 s s7o 99 s7o 87 70 9s - —
EIP - EXISTING IRON PIPE D.B. I290, PG. 252 � '��� �7874 57817 -- s74,48 7384 ,C 3- X 570.76 s7o,92 - � /Iz
s7o,71
—� j _— x i — 57180 576.12 i 575,79 / , 57Z.4e 571.75 0 o �� 571,94 i NI"57249
EIR - EXISTING JRONROD s77,47 x �� 57527 � 574,5s � s71.26 57 oa s7o e6 En 571.31 �� co-E
578.74 3G"G&G 578.32 i i x 573,E-Y / / 570.61 ICI
— 570.75 570.8 i+
577.77 57 0 / / / 572.80 �1�7247
EMM -EXISTING METAL MONUMENT 576,35 57 575,e2 575.69 575.38 / -- 573 32 -- ---------It- 8 57127 t-io.93 570 62 . U — 571,31 571. 9 w ��
579.15 578.72 578.19 574,86 574.14 573.48 i — 570,25 570.48 � m
EN - EXISTING NAIL EIR 18"RCP s77,47 s76.78 s76,3106 s7s 78 s7s 7s 572.9 , s72.3e s7 ,0� s71.62 - - x 32 -- � 7z os
575,24 574.55 573,84 570.9 570.73 18"RCP 57067 � — — x-- 571.65
EDP - EDGE OF PAVEMENT '� 18"RCP 573.31 s0 570,29 s -&70-- 6� a� 570.9
�����������s 572.00 571.34 5D S 570.06
��Q�����.���������— 570,44 570,57 1
EU -END UNKNOWN s7z 76 s72.34 72.11 s72.36 x s69.8� s69.63 � ��
FEE - FINISHED FLOOR ELEVATION GR:570.58 BS31oc sp 00 3a 569.96CB 699e 70.15 3(i"C 57112 s71.63
�������� IN:565.53 S> F 50i3 530 570.45 570.94
FH-FIRE HYDRANT o �����----� s7a29 ao �2+� oA GR:569.42 571,51 w is72,o4
S�KFs � RCA Sp23 IN:583.80 1
GDP - GUARD POST
GR -GRATE •
GW - GUY WIRE
HIC - HICKORY F s PP EMM _
HVAC - HEATING, VENTILATION, AIR COND. • ` y �\
® GPS CERTIFICATION: � _
\
HW -HEADWALL �t _
INV - INVERT 1, ANDREW B. BAKER CERTIFY THAT THIS MAP WAS DRAWN UNDER MY \ ',�
F INV:552.31
LMP -LAMP POST SUPER VISION FROM AN ACTUAL CPS SURVEY MADE UNDER MY SUPER VISION ` � -
LP - LIGHT POLE
AND THE FOLLOWING INFORAIATION WAS USED TO PERFORM THE SURVEY.
`
(M) - MEASURED
(1)
CLASS OF SURVEY. CLASS, A(1: 10,000),
\
MAC - MAGNOLIA
Know what s below.
(2)
POSITIONAL ACCURACY- N=0.0069, E=0.00655, VERT = 0.00255\
TYPE GPS FIELD PROCEDURE: REAL-TInIE KINEJIIATIC,
� I
M B. -MAP BOOK
(3)
OF
MBX - MAILBOX
Call before dig.
(4)
(5)
DATES OF SURVEY DECEUBER 3, 2021
DATUM/EPOCH: NAD83(2011)/NAVD88
` --el \�,J
N.G.S. -NATIONAL GEODETIC SURVEY
you
PUBLISHED/FIXED-CONTROL USE WOATU,WENT "HUNTER"
�
(0)
` I
NTR - NEW IRON ROD
(7)
GEOID MODEL: GEOIDI8(CONUS)
ALTA/N SPS CERTIFICATION
NN - NEW NAIL
(8)
COMBINED GRID FACTOR(S): 099984336
FLOOD CERTIFICATION
POB- POINTOFBEGTNNTNG
LINE, LEGEND:
(9)
UNITS USSURVEYFEET
TO: CAROLINA THOMASDEVELOPMENT, LLC; OLD REPUBLIC NATIONAL TITLE
PG. - PAGE
INSURANCE COMPANY
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT
PIN - PARCEL IDENTIFICATION NUMBER
PROPERTYLINE
ll//III
LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON
PIN - PINE
P OPERT (NOT SURVEYED) - ..
- . . - . . -
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON W[HCH IT IS
\\\\\\\111IIII
C A R O 7//�Vi/
�
MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT
P/L - PROPERTYLINE
-WANE
BASED WERE MODE IN ACCORDANCE WITH THE 2021 MINIMUM ST4NDARD DET4IL
\\\\\\\\
°
�� L i
S °°
AGENCY, FEDERAL INSURANCE ADMINISTRATION, DATED
PM - POWER METER
RIGHT-OF-WAY (NOT SURVEYED) -
- - - - -
w uT/�
GRAPHIC SCALE
REQUIREMENTS FOR ALT4/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND
O¢°�. E I 0 jrf ,
�e°4' 9°°ems
N_OVEM_BER16 _ 2_01_8_
"X"
PP -POWER POLE
EASEMENT
- -
ADOPTED BYALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6a, 7a, 7b(1), 7c, 8, 9
_ _
MAP NUMBERS: 3710554400K & 3710554500K; ZONE UNSHADED
(R) - RECORDED
SETBACK
AND 13 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON SEPTEMBER
= ° a" SEAL � o
RCP -REINFORCED CONCRETE PIPE
CHAIN FENCE
X
50
0 25 50 100
200 1(J 2021
= e r L-4542 � e =
THIS IS TO CERTIFY THAT ON THE 10TH DAY OF SEPTEMBER 20 21 AN ACTUAL SURVEY WAS MODE UNDER
R/W - RIGHT-OF-WAY
POWER LINE
STORM DRAIN PIPE
E
Sp
- Y O .
9 °°°4b �i�,°° 4 �
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
(I') -TOTAL
WOOD FENCE
� 14 1o_l6lzl
�i� �'d °° SU � °°°��
CAROLINA, BOARD RULE. 1600 (21 NCAC 56) AND THE RATIO OF PRECISION DOES NOT EXCEED AN ERROR OF CLOSURE OF
TBM -TEMPORARY BENCHMARK
_ _
��
�V/// �E �'VAAA1
WM - WATER METER
TELEPHONE LINE (UNDERGROUND)
UT
( IN FEET )
ANDREW B. BAKER, NCPLS, L-4542 DATE
W B . B
/T//////I
ONE (1) FOOT PER 10,000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS TI ES THE SQUARE ROOT OF THE NUMBER OF
WV - WATER VALVE
WATER LINE
W
1 inch = 50 ft.
email: abaker 4rhpharr.com
I I I I11\\\\\\
ANGLES TURNED.
SIGNED
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. UTILITIES MAY EXIST THAT ARE NOT SHOWN
HEREON 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
HEREONARE INTENDED FOR PLANNING ONLY.
ACTUAL LOCATION, SIZE OR DEPTH OF LINE
SRO ULD BE VERIFIED WITH THE INDI VID UAL
UTILITY COMPANY BEFORE CONSTR UCTION.
5. BROKEN LINES INDICATE PROPERTY LINES 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 OFANYADJACENT
PROPERTIES.
7. IN THE ABSENCE OF ANY KNOWN OFFICIAL
DOCUMENTATION (E.G. NCDOT RIGHT-OF-WAY [R/W]
TAKING DEED, HIGHWAY MAP, ETC.), THE NCDOT
R/W WIDTH IS PRESUMED TO BE THE NOMINAL
WIDTH OF THE ROAD, BYWAY OR HIGHWAY
INCLUSIVE OF THE SHOULDERS CURRENTLY
MAINT4LVED BYNCDOT,' MOREOVER, SAID IVIDTH
HAS FURTHER BEEN DEFINED BY THE NCDOT AS
THE WIDTH FROM BACK -OF -DITCH ON ONE SIDE OF
A GIVEN ROAD TO THE BACK -OF- DITCH ON THE
OPPOSITE SIDE OF SAID ROAD. FURTHERMORE, THE
PHYSICAL PRESENCE OF PUBLIC UTILITIES
OCCUPYING SUCH CLAIMED MAINTENANCE WIDTH
PROVIDES FURTHER EVIDENCE SUPPORTING THE
EXISTENCE OF SAID PRESCRIPTIVE R/W WIDTH.
8. ELEVATIONS BASED ON NGS MONUMENT
"HUNTER", ELEVATION- 710.37 FEET, NAVD88.
W-NT.TTT.Tr_.
ZONING RESTRICTIONS AS PER ZONING ORDINANCE
SUBJECT PROPERTY ZONED: SFR (SINGLE FAMILY
RESIDENTIAL)
MINIMUM SETBACK: 30'
MINIMUM SIDE YARD: 70'
MINIMUMREAR YARD: 10'
NOTE: NO ZONING REPORT HAS BEEN PROVIDED TO
THE SURVEYOR, PURSUANT TO ALTA TABLE A ITEM
6. OWNER / DEVELOPER TO VERIFY ZONING
REQUIREMENTS PRIOR TO FURTHER
DEVELOPMENT OF SITE.
FOR FURTHER INFORMATION CONTACT THE TOWN
OF MIDLAND ZONING DEPARTMENT AT 704-888-2232.
PARKING:
THERE WERE NO DELINEATED
PARKING SPACES ON THE SUBJECT
PROPERTY AT THE TIME OF SURVEY.
AREA: 538,356 SQ. FT. OR 12.3590 ACRES
PLOTTED: 1/4/2022
C:\CARLSON PROJECTS\93\6\93606\DWG\93606.DWG