SW3210403_Plansheet - Existing Conditionst_20210722

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NSRS 2011/ NC GRID
14CINITY MAP NOT TO SCALE
B S 72
— — — — ' AY 74 B W 5 #3449 8 18" OAK
NIFFSPARTMENT OF TRANSPRTAPON ''� NC jCCT 10 �R_z1RIGHT-QF,NIAY) TREE FOUND
G TAXACT 2
TR 62126 '-> HC00T pf? LE PUBLIC w/ BLAZE MARxs
DR- 1637, PG: 532
PROJECT IDf R-27076
(WBS# 344972.8) (l — v"T — CONCRETE R/W L2
/iDEPARTMENT OF TRANSPRTAT/OMJJ MONUMENT FOUND C4 #5 REBAR
TAX IDI 62597 FOUND
PB.• 6-90, PG.- 1
— DE.- 1667 PG_1�5 C3 1
#5 REBAR
FOUND OFF LINE
( 2 CONCRETE R/W 1 #5 REBAR FOUND
MONUMENT FOUND
F /-
jf5 REBAR FOUND �z
° HEELSTONE LAND HOLDING, LLC 4
//5 REBAR FOUND TAX ID# 51544
t� 1.79' OFF L/NE PB: 6-90, PG: 16R //5 REBAR FOUND
DB: 1695, PG: 871 0. 5' OFF LINE
�._.� 23.57 ACRES t
— — h 22 " POPLAR
JIMMY PRESTON HAWKINS TREE FOUND
1 #5 REBAR 100' SOUTHERN RAILWAY RIGHT
TAX IDf 51545 `� SET OF WAY 20" POPLAR —
DB.• 1178, PG.- 1843 � ._ `, , TREE FOUND
E -Y r r"�".-.^,�� 20OAK
Y' - ��` `,•� TREE FOUND
/ N 00`27 59 " E ' �- r rl ti r �•
#5 REBAR - 56. 62'
SET I //4 REBAR
FOUND
NIF
TOMMY ROGER BURNS & WIFE I o� r Y ' ;� �•
ROBIN DOER BURNS
TAX 1DI 42627 ��i HEELSTONE LAND HOLDING, LLC
OB. 103 , PG. 759 TAX ID# 28318
PB: 6-90, BLK: 1 LOT 16 y
DB 6 5 PG 871
NO DATE
N/F
DEPARTMENT OF TRANSPRTA RON
TAX 1Df 62260
DB.- 1645, PG.- 1059
PRO✓ECT1D# R-27078
\ L (WBs# 344972.8) —
I
L1
\ 15 " POPLAR
TREE FOUND
W/ BLAZE MARKS
>�
30 " DEAD OAK TREE
FOUND W/ BLAZE MAARKS
,,�4 REBAR
FOUND
4
3D " POPLAR
TREE FOUND
L7 AIX,
—5 39`46 47" W
35.04 '(TIE -LINE)
CALCULATED POINT
\ AL -MART STa ES EAST, LPj
1 TRACT A
TEENA LOYD McKEE
TAX /DJ 28.316
x PR.- 23, PG.- 75
DB 1359, PC
I � x
VEAS'E4
ISTING ACCESS
ENT ON SHOWN
N SHEET 3
1 9 \ 11.78 ACRES t //5 REBARFOUNDD I 459.94'N 89.31'13" W
#4 REBAR FOUND# T REBAR
C
:A
LINE TABLE
LINE
DIRECTION
LENGTH
Li
S 16'17'06" W
2J..82'
L2
S 14 5545" W
72.22'
L3
S 14 5545" W
84.04'
L4
S 30'04 26" W
136.58'
L5
S 11:33'53" W
94.73'
L6
S 02'0656" E
91.79'
L7
S 00'22 58" W
39.04'
L8
S 39'4647" W
55.70'
L9
S 39'4647" W
34.45'
L10
S 19J4'40" W
48.01'
L 11
S 3827'14" W
88.92'
L 12
S 50'38'43" W
61.91 '
L 1.3
S 08'56'15" W
124.01 '
L 14
S 79 52 34 " W
54.53'
N/F
SAMMY JOE McCURRY & WIFE
�/RG/NA KATHRINE McCURRY
-1 " IRON PIPE
FOUND ON LINE
TAX /D# 28328 073.45 "
— —DB. X, PG. • 122
N/F
ELECTRIC GLASS F/BER
AMERICA, LLC
TRACT 10
TAX ID# 72773
DB._1238, PG.- 2487
CURVE TABLE -
CURVE
RADIUS
DELTA
LENGTH
CHL
CHB
C1
1806.77'
13' 1 D'43"
415.56'
414.66'
N 89 20'03' W
C2
22758.32'
15854 "
787.09'
787.05'
N 74 23'04 " E
C3
22758.32'
O'47'24"
313.83'
313.82'
N 754729" E
C4
22758.32'
133'16"
617.38'
617.36'
N 76'5746" E
C
7
RANDOLPH ROAD
SR.- 1308
(60' PUBLIC RIGHT-OF-WAY)
PER. PR- 33, PG: 138
C�
Sw
O
N
o
//5 REBAR
_ FOUND
L10
n �- L 12
5 REBAR
FOUND
115 »l REBAR
FOUND
e '
c
1p \ ` C5
N
N V
//5 REBAR HEELSTONE LAND
FOUND HOLDINGS, LLC
TAX /D# 28J17
N 89 33 52 " W (0� 1717. PG. • 02,4�
799.22'
— — — .---- — °"
/ //5 REBAR //5 REBAR
S 89 20 53" W FOUND FOUND
142.31'
(P. 0. B)
N 892326" W ��/ /I
192.81 '
ti
ASCALE IN FEET
(P. 0. Cj
FOUND CONCRETE NGS 0 200 400
MONUMENT 'CARBIDE"
N• 571731. 16
E• 1224714.98
COMBINED SCALE FACTOR*
99987285
TO 233 RANDOLPH 74 SOLAR I, LLC, INC AND CHICAGO TITLE INSURANCE COMP
THIS IS TO CERTIFY THAT IS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
BASED WERE MADE I C DANCE WITH THE 2021 MINIMUM STANDARD DETAIL
REQUIREMENTALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND
ADOPTED BY ALT AND NSPS, AND INCLUDES ITEMS 1,2,3,4,6,7,7(b),7(c),8,10,
11.12,1,%'14,15 17,1-8,r 19, & 20 OF TABLE A THEREOF. THE FIELDWORK WAS
COMPUTED 061W12021. DATE OF PLAT OR MAP: 06/18/2021.
ANDRE . DEGROAT, PLS L-3966
adegroat®cecinc.com
5
14 CAq
= ;
L
NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS CORPORATE LICENSE NO
C-3035
4 1 3
X
0
P.O.B.
P.O.C.
N/F
REVISION RECORD
DESCRIPTION
LEGEND
PROPERTY BOUNDARY
TIE -LINE
ADJOINING PROPERTY LINE
EDGE OF PAVEMENT (EOP)
CENTERLINE SOUTHERN RAILWAY R/W
SOUTHERN RAILWAY R/W
TREE LINE
CREEK FLOW LINE
ACCESS EASEMENT
RAILROAD TRACKS
FENCE LINE
EDGE OF PAVEMENT (EOP)
PAVEMENT MARKINGS
FOUND REBAR
CALCULATED POINT
FOUND CONCRETE MONUMENT
SIGN
POWER POLE
LIGHT POLE
TREE
POINT OF BEGINNING
POINT OF COMMENCEMENT
NOW OR FORMERLY
AV
AVIAW
JA j
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273
Ph: 980.237.0373 • Fax: [phone]
www.cecinc.com
NSPS/ ALTA LAND TITLE SURVEY
Situate In
CITY OF SHELBY
CLEVELAND COUNTY, NORTH CAROLINA
Made For
233 RANDOLPH 74 SOLAR I, LLC
H U NTERSVI LLE, NORTH CAROLINA
DATE: JUNE 18, 2021 SCALE: 1"— 200' DRAWING NO.:
DRAWN BY: GAT CHECKED BY: PTS SV01
PROJECT NO: 307-087 APPROVED BY: ASD SHEET 1 of 3
2 1
H
G
E
C
A

0
N
6 1 5
4
3
2 1 1
REVISION RECORD
NO I DATE DESCRIPTION
1. ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT
APPEARS FOR THE FIRST TIME IN THE PUBLIC RECORDS OR IS CREATED,
ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE
H ON WHICH ALL OF THE SCHEDULE B. PART I - REQUIREMENTS ARE MET.
(NONE FOUND)
THE ABOVE EXCEPTION WILL BE DELETED ONCE TITLE IS UPDATED, WITH NO
NEW MATTERS REVEALED, AT THE TIME OF RECORDING AND ALL SCHEDULE B
- PART I REQUIREMENTS HAVE BEEN MET.
APPLIES TO LEASEHOLD PARCEL AND EASEMENT J1:
2. TAXES OR ASSESSMENTS FOR THE YEAR 2021, AND SUBSEQUENT YEARS, NOT
YET DUE OR PAYABLE. (NOT A SURVEY MATTER)
3. THE CORRECTNESS OF THE SQUARE FOOTAGE/ACREAGE COMPUTATION
CONTAINED IN THE DESCRIPTION OF THE LAND IS NOT INSURED. (NOT A
SURVEY MATTER.)
G
4. TERMS AND CONDITIONS OF MEMORANDUM OF GROUND LEASE AGREEMENT BY
AND AMONG HEELSTONE LAND HOLDINGS, LLC AND 233 RANDOLPH 74 SOLAR
I, LLC RECORDED AT BOOK 1713, PAGE 1195 AS AFFECTED BY AMENDMENT
TO MEMORANDUM OF GROUND LEASE AGREEMENT RECORDED AT BOOK 1748,
PAGE 1003. (NOT A SURVEY MATTER.)
5. ANY RIGHT, EASEMENT, SETBACK, INTEREST, CLAIM, ENCROACHMENT,
ENCUMBRANCE, VIOLATION, VARIATIONS OR OTHER ADVERSE
CIRCUMSTANCE AFFECTING THE TITLE DISCLOSED BY PLAT(S) RECORDED IN
PLAT BOOK 33, PAGE 138. (NONE FOUND)
6. TERMINATION OF THIRD -PARTY RIGHTS BY HEELSTONE LAND HOLDINGS, LLC
RECORDED AT BOOK 1700, PAGE 980. (NOT A SURVEY MATTER)
F 7. STORMWATER OPERATION AND MAINTENANCE AGREEMENT LOW DENSITY
DEVELOPMENT BY AND BETWEEN CITY OF SHELBY AND HEELSTONE LAND
HOLDINGS, LLC RECORDED AT BOOK 1715, PAGE 725. (BLANKET IN NATURE,
NOT PLOTTABLE)
8. STORMWATER ACCESS EASEMENT BY AND BETWEEN HEELSTONE LAND HOLDINGS,
LLC AND CITY OF SHELBY RECORDED AT BOOK 1715, PAGE 730.(BLANKET IN
NATURE, NOT PLOTTABLE)
9. TERMS, CONDITIONS AND RIGHTS OF OTHERS ENTITLED THERETO IN AND TO
THE ACCESS AND UTILITY EASEMENT RECORDED IN BOOK 1695, PAGE 871
AND BOOK 1717, PAGE 296. (BLANKET IN NATURE, NOT PLOTTABLE)
10. TITLE TO THAT PORTION OF THE LAND, IF ANY, LYING WITHIN THE RAILROAD
RIGHT OF WAY EXTENDING UP TO ONE HUNDRED FEET (100') ON EACH SIDE
E OF THE TRACKS OR TWO HUNDRED FEET (200') IN TOTAL WIDTH, WHICHEVER
IS GREATER. (AFFECTS)
11. RIGHTS OF WAY FOR RAILROAD, SWITCH TRACKS, SPUR TRACKS, RAILWAY
FACILITIES, EASEMENTS, AND OTHER RELATED INTERESTS, IF ANY, ON AND
ACROSS THE LAND. (AFFECTS)
12. ANY DISCREPANCY, CONFLICT, MATTERS REGARDING ACCESS, SHORTAGE IN
AREA OR BOUNDARY LINES, ENCROACHMENT, ENCUMBRANCE, VIOLATION,
VARIATION, OVERLAP, SETBACK, EASEMENT OR CLAIMS OF EASEMENT, RIPARIAN
RIGHT, AND TITLE TO LAND WITHIN ROADS, WAYS, RAILROADS, WATERCOURSES,
BURIAL GROUNDS, MARSHES, DREDGED OR FILLED AREAS OR LAND BELOW THE
MEAN HIGHWATER MARK OR WITHIN THE BOUNDS OF ANY ADJOINING BODY OF
WATER, OR OTHER ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD
BE DISCLOSED BY A CURRENT INSPECTION AND ACCURATE AND COMPLETE
D LAND SURVEY OF THE LAND. (NONE FOUND)
13. ANY STATUTORY LIEN OR CLAIM OF LIEN AFFECTING TITLE TO THE LAND THAT
ARISES FROM LABOR, SERVICES, MATERIALS OR RENTAL EQUIPMENT
HERETOFORE OR HEREAFTER FURNISHED BY, THROUGH, WITH, AT THE
DIRECTION OF, OR UNDER CONTRACTS WITH THE INSURED OWNER OF THE
LAND IDENTIFIED IN SCHEDULE A OF THIS POLICY OR ITS AFFILIATES. (NOT A
SURVEY MATTER)
a APPLIES TO EASEMENT #2.
N 14. TAXES OR ASSESSMENTS FOR THE YEAR 2021, AND SUBSEQUENT YEARS, NOT
YET DUE OR PAYABLE. (NOT A SURVEY MATTER)
ti
15. THE CORRECTNESS OF THE SQUARE FOOTAGE/ACREAGE COMPUTATION
CONTAINED IN THE DESCRIPTION OF THE LAND IS NOT INSURED. (NOT A C
SURVEY MATTER)
16. TERMS AND CONDITIONS AND RIGHTS OF OTHERS IN AND TO THE EASEMENT
AGREEMENT BY AND BETWEEN WAL-MART STORES EAST, LP AND 233
RANDOLPH 74 SOLAR I, LLC, RECORDED IN BOOK , PAGE _, CLEVELAND
COUNTY REGISTRY.
a
17. ANY RIGHT, EASEMENT, SETBACK, INTEREST, CLAIM, ENCROACHMENT,
o ENCUMBRANCE, VIOLATION, VARIATIONS OR OTHER ADVERSE CIRCUMSTANCE
AFFECTING THE TITLE DISCLOSED BY PLAT(S) RECORDED IN PLAT BOOK 23,
PAGES 166-170; PLAT BOOK 23, PAGE 75 AND PLAT BOOK 23, PAGE 52.
o (NONE FOUND)
._.
6i 18. ORDINANCE TO EXTEND THE CORPORATE LIMITS OF THE CITY OF SHELBY,
NORTH CAROUNA RECORDED IN BOOK 1316, PAGE 2049. (DOES NOT AFFECT)
o B
A
19. DEED OF EASEMENT FOR UTILITIES IN FAVOR OF THE CITY OF SHELBY
RECORDED AT BOOK 1329, PAGE 1838. (DOES NOT AFFECT)
20. RIGHT OF WAY AGREEMENT IN FAVOR OF DUKE ENERGY RECORDED AT BOOK
1395, PAGE 102. (DOES NOT AFFECT)
21. NOTICE OF FILING AND ADOPTION OF TRANSPORTATION CORRIDOR OFFICIAL MAP
RECORDED AT BOOK 1596, PAGE 1929. (BLANKET IN NATURE.)
22. EASEMENTS GRANTED IN DEED OF HIGHWAY RIGHT OF WAY TO THE
DEPARTMENT OF TRANSPORTATION RECORDED AT BOOK 1645, PAGE 1059.
(AFFECTS)
23. RIPARIAN AND/OR LITTORAL RIGHTS INCIDENT TO THE LAND; RIGHTS OF
OTHERS IN AND TO THE CONTINUOUS AND UNINTERRUPTED FLOW
OF THE WATERS BOUNDING OR CROSSING THE LAND; AND TITLE TO ANY
PORTION OF THE LAND OWNED BY ANY GOVERNMENTAL ENTITY INCLUDING, BUT
NOT LIMITED TO, MARSH, DREDGED AND/OR FILLED AREAS AND LAND BELOW
THE MEAN HIGH-WATER MARK. (NOT A SURVEY MATTER)
24. TITLE TO ANY PORTION OF THE LAND LYING WITHIN THE RIGHT OF WAY OF
HIGHWAY 76 BY-PASS; SOUTHERN DRIVE AND RANDOLPH ROAD. (DOES NOT
AFFECT.)
25. EASEMENT(S) TO DUKE POWER COMPANY RECORDED IN BOOK 5-W, PAGE 18;
BOOK 6-Q, PAGE 473; BOOK 14-B, PAGE 49 AND BOOK 13-G, PAGE 407.
(DOES NOT AFFECT)
26. RIGHT OF WAY AGREEMENT TO NORTH CAROUNA DEPARTMENT OF
TRANSPORTATION RECORDED IN BOOK 8-X, PAGE 290. (WAS NOT PROVIDED
DOCUMENT)
27. CITY OF SHELBY EASEMENTS AND AGREEMENTS RECORDED IN BOOK 7-C,
PAGE 52 AND BOOK 10-0, PAGE 484. (BLANKET IN NATURE, NOT PLOTTABLE)
28. CLEVELAND COUNTY AGREEMENT RECORDED IN BOOK 7-Z, PAGE 675. BLANKET
IN NATURE, NOT PLOTTABLE)
29. ANY DISCREPANCY, CONFLICT, MATTERS REGARDING ACCESS, SHORTAGE IN
AREA OR BOUNDARY LINES, ENCROACHMENT, ENCUMBRANCE, VIOLATION,
VARIATION, OVERLAP, SETBACK, EASEMENT OR CLAIMS OF EASEMENT, RIPARIAN
IGHT, AND TITLE TO LAND WITHIN ROADS, WAYS, RAILROADS, WATERCOURSES,
BURIAL GROUNDS, MARSHES, DREDGED OR FILLED AREAS OR LAND BELOW THE
MEAN HIGHWATER MARK OR WITHIN THE BOUNDS OF ANY ADJOINING BODY OF
WATER, OR OTHER ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD
BE DISCLOSED BY A CURRENT INSPECTION AND ACCURATE AND COMPLETE
LAND SURVEY OF THE LAND. (NONE FOUND)
GENERAL NOTES
FIELD WORK COMPLETED ON 06/09/2021. OFFICE WORK COMPLETED 06/18/2021
1. ALL COORDINATES SHOWN ARE ON HORIZONTAL DATUM: NSRS (2011)
VERTICAL DATUM: NAVD88
2. AREA COMPUTED BY COORDINATE METHOD.
3. PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS -OF -WAYS, EASEMENTS AND
RESTRICTIONS WHICH MAY EXIST.
4. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
5. PROPERTY SHOWN HEREON 1S SUBJECT TO THE RULES, REGULATIONS, ORDINANCES,
AND/OR JURISDICTIONS OF LOCAL, STATE, AND/OR FEDERAL AGENCIES, IF ANY. THE
REQUIREMENTS OF SAID RULES, REGULATIONS, ORDINANCES, AND/OR THE LIMITS OF SAID
JURISDICTIONS ARE NOT SHOWN HEREON UNLESS STATED OTHERWISE.
6. THIS PROPERTY IS SUBJECT TO APPLICABLE CITY OF SHELBY ZONING AND SETBACK
REQUIREMENTS.
7. THE PARCELS OF THIS LAND AS SHOWN ON THIS PLAT ARE NOT LOCATED IN A 100-YEAR
FLOOD PLAIN BUT ARE IN ZONE: X FEMA PANEL NUMBER: 3710252700J EFFECTIVE DATE:
2-20-2008.
8. ALL LINES TRAVERSED WITH AN ERROR OF CLOSURE GREATER THAN 1:10,000
9. A NORTH CAROUNA GEODETIC WAS NOT FOUND WITHIN 2000'.
10. IF THIS MAP DOES NOT HAVE AN ORIGINAL SIGNATURE AND SEAL IT IS NOT VALID.
11. UNDERGROUND UTILITIES, TANKS, AND OR LINES NOT SURVEYED UNLESS NOTED
OTHERWISE.
12. ALL CURVES BY CHORD UNLESS NOTED OTHERWISE.
8 1 7 1 6 1 5
4
3
COMMENCING AT A FOUND GEODETIC MONUMENT NAMED "CARBIDE" THENCE N
22'29'12" E WITH A DISTANCE OF 6,258.41 FEET TO A #5 REBAR BEING THE POINT
OF BEGINNING; THENCE N 8923'26" W A DISTANCE OF 192.81 FEET TO A #5
REBAR FOUND; THENCE S 89'20'53" W A DISTANCE OF 142.31 FEET TO A #5
REBAR FOUND; THENCE N 00'28'02" E A DISTANCE OF 475.03 FEET TO A #5
REBAR SET ON THE NORTHERN LINE OF ELECTRIC GLASS FIBER AMERICA, LLC;
THENCE WITH SAID LINE N 89'31'13" W A DISTANCE OF 459.94 FEET TO A #4
REBAR FOUND; THENCE N 0(727'59"E A DISTANCE OF 56.62 FEET TO A #5 REBAR
FOUND IN THE CENTER OF THE SOUTHERN RAILWAY RIGHT OF WAY; THENCE
FOLLOWING SAID RIGHT OF WAY STARTING A CURVE TO THE LEFT HAVING A CHORD
BEARING OF N 89'20'03" W. A CHORD LENGTH OF 414.66 FEET, A RADIUS OF
1806.77 FEET AND ARC LENGTH OF 415.58 FEET TO A #5 REBAR SET IN THE
CENTER OF THE SOUTHERN RAILWAY RIGHT OF WAY; THENCE TURNING AND
FOLLOWING EASTERN LINE OF THE JIMMY PRESTON HAWKINS PROPERTY N 09,51'12"
E A DISTANCE OF 375.40 FEET TO A #5 REBAR FOUND IN THE SOUTHERN RIGHT
OF WAY LINE OF SHELBY BYPASS; THENCE FOLLOWING THE SAID RIGHT OF WAY
STARTING A CURVE TO THE RIGHT HAVING A CHORD BEARING OF N 74 23'04" E, A
CHORD LENGTH OF 787.05 FEET, A RADIUS OF 22758.32 FEET AND AN ARC
LENGTH OF 787.09 FEET TO A CONCRETE MONUMENT FOUND ON THE SOUTHERN
RIGHT OF WAY LINE OF SHELBY BYPASS; THENCE WITH A CURVE TO THE RIGHT
HAVING A CHORD BEARING OF N 75-47'29" E, A CHORD LENGTH OF 313.82 FEET,
A RADIUS OF 22758.32 FEET AND AN ARC LENGTH OF 313.83 FEET TO A
CONCRETE MONUMENT FOUND ON THE SOUTHERN RIGHT OF WAY LINE OF SHELBY
BYPASS; THENCE WITH SAID RIGHT OF WAY WITH A CURVE TO THE RIGHT HAVING A
CHORD BEARING OF N 7657'46" E, A CHORD LENGTH OF 617.36 FEET, A RADIUS
OF 22758.32 FEET, WITH AN ARC LENGTH OF 617.38 FEET TO A 18" OAK TREE
WITH BLAZE MARKS FOUND ON THE WESTERN LINE OF THE WAL-MART STORES
EAST, LP PROPERTY; THENCE WITH THE SAID PROPERTY LINE THE FOLLOWING 14
(FOURTEEN) COURSES AND DISTANCES: S 16'17'06" W A DISTANCE OF 23.82 FEET
TO A 15" POPLAR TREE WITH BLAZE MARKS; THENCE S 14'55'45" W A DISTANCE
OF 72.22 FEET TO A #5 REBAR FOUND; THENCE S 14'55'45" W A DISTANCE OF
84.04 FEET TO A 30" DEAD OAK TREE WITH BLAZE MARKS; THENCE S 3704'26" W
A DISTANCE OF 136.58 FEET TO A #5 REBAR FOUND; THENCE S 11*33'53" W A
DISTANCE OF 94.73 FEET TO #4 REBAR FOUND; THENCE S 02'06'56" E A
DISTANCE OF 91.79 FEET TO A #5 REBAR FOUND; THENCE S 00'22'58" W A
DISTANCE OF 39.04 FEET TO A 30 INCH POPLAR TREE FOUND; THENCE S
39'46'47" W A DISTANCE OF 35.04 FEET TO A #5 REBAR SET; THENCE S
39'46'47" W A DISTANCE OF 55.70 FEET TO A #5 REBAR SET; THENCE S
39*46*47" W A DISTANCE OF 34.35 FEET TO A #5 REBAR FOUND; THENCE S
19'34'40" W A DISTANCE OF 48.01 FEET TO A 22 INCH POPLAR TREE FOUND;
THENCE S 38'27'14" W A DISTANCE OF 88.92 FEET TO A 20 INCH POPLAR TREE
FOUND; THENCE S 50'38'43" W A DISTANCE OF 61.91 FEET TO A 20 INCH OAK
TREE FOUND; THENCE S 08'56'15" W A DISTANCE OF 124.01 FEET TO A #5
REBAR FOUND; THENCE S 79'52'34" W A DISTANCE OF 54.53 FEET TO A #5 REBAR
FOUND ON THE WESTERN LINE OF HEELSTONE LAND HOLDING, LLC; THENCE WITH
SAID LINE S 09'51'27" E A DISTANCE OF 699.52 FEET TO A #5 REBAR FOUND
ON THE NORTHERN RIGHT OF WAY LINE OF RANDOLPH ROAD; THENCE S 16'58'41"
W A DISTANCE OF 146.56 FEET TO A #5 REBAR FOUND; THENCE WITH SAID RIGHT
OF WAY LINE N 89'33'52" W A DISTANCE OF 199.22 FEET TO AND RETURNING TO
THE POINT AND PACE OF BEGINNING, CONTAINING 35.35 ACRES AS SURVEYED BY
CIVIL AND ENVIRONMENTAL CONSULTANTS, INC., PLS L-3966 AND SHOWN ON A
PLAT DATED JUNE 18, 2021.
t � O
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273
Ph: 980.237.0373 • Fax: [phone]
www.cecinc.com
NSPS/ ALTA LAND TITLE SURVEY
Situate In
CITY OF SHELBY
CLEVELAND COUNTY, NORTH CAROLINA
Made For
l
G
F
E
P1
C
0
233 RANDOLPH 74 SOLAR I, LLC
H U NTERSVI LLE, NORTH CARO LI NA A
DATE: JUNE 18, 2021 SCALE: 1,_ 200' DRAWING NO.:
DRAWN BY: GAT CHECKED BY: PTS SV01
PROJECT NO: 307-087 APPROVED BY: ASD SHEET 2 OF 3
2 1

0
■
G
I
5
4
3
2
I
a
H I
4 �j p44 REBAR
FOUND
CALCULATED 30" POPLAR
POINT TREE FOUND
(P. O.B.) (P. O. C.)
L7 �
Q9 �b L 15 S 39`46 47" W
35.04 (TIE -LINE)
LIO
0
G AL -MART STORES EAST, LPj
TRACT A
TEENA LOYD McKEE
L 12 ( TAX ID# 28316
Ix PB. 23, PG.' 75
I ` DB. 1359. P�00
� I
e J x
11
0
�\ \ L24
L25
L26
� L27
\ L 64
L31
L32
29 L30
L28 L
LEI
L 62-
� C5
J. e 0°H,*
11
AV/-
E HEELSTONE LAND\
HOLDINGS, LLCTAX
106.- 171 Z PG3 022
---- _W- _ ROAO
w RAND SR' R GNr'OF BAY)
(60, PUB 33 PG: 13
pRR•
Lai
CI
:1
Al
LINE TABLE
LINE
DIRECTION
LENGTH
L8
S 394647" W
55.70'
L 15
S 30"25 24 " E
15.34'
L 17
S 18'44'18" E
132.87'
L 19
S 03'0337" E
273.20'
L20
S 1821'16" E
74.51'
L21
S 3127'16" E
126.88'
L23
S 69 37'19" E
88.36'
L24
S 70'1035" E
48.29'
L25
S 7714 28" E
12.32'
L26
S 78'50'45" E
84.41'
L27
S 79'45'17" E
90.35'
L28
N 82.50 48" E
113.81 '
L29
N 82'31 '18" E
104.72'
L30
N 83'34 54" E
202.42'
L31
N 84 24 35" E
60.37'
L32
N 8432'02" E
58.60'
L33
N 85'2337" E
51.53'
L34
N 8810025" E
74.30'
L35
N 875036" E
154.02'
L36
N 87"50 34 " E
4.50'
-12
LINE TABLE
LINE
DIRECTION
LENGTH
L37
S 71'42'15" E
28.20'
L38
S 66' 13 08" E
205.61 '
L39
S 72"13 49" E
242.9 1'
L40
S 48'42'10" E
174.05'
L41
S 5021 53" E
239.99'
L42
S 76'42 00" E
237.00'
L43
S 4700 47" E
178..32'
L44
S 465159" E
200.40'
L45
S 46'04 J5" E
215.74'
L46
S 56'1832" E
148.66'
L47
S 33*4128" W
30.00'
L 48
N 56' 18 32" W
151.34'
L49
N 46'04 35" W
218.20'
L50
N 46*5159" W
200. 18'
L51
N 47'00 47" W
170.33'
L52
N 7642 00" W
236.06'
L53
N 49'41;32" W
415.64'
L54
N 72.13 49" W
238.24'
L55
N 66'1308" W
109.,39'
L56
N 75'24 55" WF2iEl
7
L60
L33 L36
34 L35 L37 L38
L58
X
L59
L51 L56 } moo,
�..._ L54
SOUTHERN DRIVE
SR: 1305
(60' PUBLIC RIGHT-OF-WAY)
PER. P6. 23, PG- 52
LINE TABLE
LINE
DIRECTION
LENGTH
L57
N 86'46'16" W
105.44'
L58
N 00 54 52" E
29. 11'
L59
S 88'05 58" W
69.88'
L 60
S 86'50 34 " W
229.67'
L61
S 83"07'39" W
226.44'
L62
S 83'23'53" W
151. 18'
L63
S 82'50 48" W
101.87'
L64
N 80'52 20" W
177.31 '
L65
N 67-31'14" W
141.04'
L 66
N 03"09 54 " W
252.9 1'
L67
N 19'58'04 " W
168.49'
L68
N 52'06 55" W
45.13'
CURVE TABLE
CURVE #
RADIUS
DELTA
LENGTH
CHL
CHB
C5
120.50'
16'03'41 "
33.78'
33.67'
N 89'0722" W
C6
183.03'
235639"
76.49'
75.94'
S 33'45'16" E
C7
120.00'
15'40'42"
3284'
32.73'
S 10'5358" E
C8
298.00'
212444"
111.37'
1 10.72'
S 585734" E
C9
330.50'
66'36'19"
384.20'
362.93'
N 3621
I
5
0
N
SCALE IN FEET
0 200 400
Q
NORTH
NSRS 201 V NC GRID
6
i
NO I DATE
REVISION RECORD
DESCRIPTION
ACCESS EASEMENT LEGAL DESCRIPTION
COMMENCING AT A 30" POPLAR TREE ON THE EASTERN LINE OF HEELSTONE HOLDINGS, LLC
PROPERTY; THENCE S 39'46'47" W A DISTANCE OF 35.04 FEET TO THE POINT OF
BEGINNING; THENCE S 30'25'24" E, A DISTANCE OF 15.34 FEET; THENCE STARTING A
CURVE TO THE RIGHT HAVING A CHORD BEARING OF S 3345' 16" E, A CHORD LENGTH OF
75.94 FEET, A RADIUS OF 183.03 FEET AND ARC LENGTH OF 76.49 FEET; THENCE S
3'03'37" E, A DISTANCE OF 273.20 FEET TO A POINT; THENCE S 18'21'16" E, 74.51;
THENCE S 31'27'16" E, A DISTANCE OF 126.88 FEET BEGINNING A CURVE TO THE LEFT
HAVING A CHORD BEARING OF S 58'57'34" E, A CHORD LENGTH OF 110.72 FEET, A RADIUS
OF 298 FEET AND ARC LENGTH OF 111.37 FEET; THENCE S 69'37'19" E, A DISTANCE OF
88.36 FEET; THENCE S 70' 10'35" E, A DISTANCE OF 48.29 FEET; THENCE S 77' 14'28" E,
A DISTANCE OF 12.32 FEET; THENCE S 78'50'45" E, A DISTANCE OF 84.41 FEET; THENCE
S 79'45'17" E, A DISTANCE OF 90.35 FEET; THENCE N 82'50'48" E, A DISTANCE OF 113.81
FEET; THENCE N 82'31'18" E, A DISTANCE OF 104.72 FEET; THENCE N 83'34'54" E, A
DISTANCE OF 202.42 FEET; THENCE N 8424'35" E, A DISTANCE OF 60.37 FEET; THENCE N
84'32'02" E, A DISTANCE OF 58.60 FEET; THENCE N 85'23'37" E, A DISTANCE OF 51.53
FEET; THENCE N 88'00'25" E, A DISTANCE OF 74.30 FEET; THENCE N 87'50'36" EAST, A
DISTANCE OF 154.02 FEET; THENCE N 87'50'34" E, A DISTANCE OF 4.50 FEET; THENCE S
71'42'15" E, A DISTANCE OF 28.20 FEET; THENCE S 66'13'08" E, A DISTANCE OF 205.61
FEET; THENCE S 72' 13'49" E. A DISTANCE OF 242.91; THENCE S 48'42' 10" E. A DISTANCE
OF 174.05 FEET; THENCE S 5921'53" E, A DISTANCE OF 239.99 FEET; THENCE S
76'42'00" E, A DISTANCE OF 237.00 FEET; THENCE S 47'00'47" E, A DISTANCE OF 178.32
FEET; THENCE S 46'51'59" E, A DISTANCE OF 200.40 FEET; THENCE S 46'04'35" E. A
DISTANCE OF 215.74 FEET; THENCE S 56'18'32" E, A DISTANCE OF 148.66 FEET; THENCE
S 33'41'28" W, A DISTANCE OF 30.00 FEET; THENCE N 56'18'32" W, A DISTANCE OF
151.34 FEET; THENCE N 46'04'35" W, A DISTANCE OF 218.20 FEET: THENCE N 46'51'59"
WEST, 200.18 FEET; THENCE N 47'00'47" W, 170.33 FEET; THENCE N 76'42'00" W, A
DISTANCE OF 236.06 FEET; THENCE N 49'41'32" W, A DISTANCE OF 415.64 FEET; THENCE
N 72'13'49" W, 238.24 FEET; THENCE N 66'13'08" W, 109.39 FEET; THENCE N 7524'55"
W, A DISTANCE OF 29.67 FEET; THENCE N 86'46'16" W, 105.44 FEET; THENCE N 00'54'52"
E, A DISTANCE OF 29.11 FEET; THENCE S 88'05'58" W, A DISTANCE OF 69.88 FEET;
THENCE S 86'50'34" W, A DISTANCE OF 229.67 FEET; THENCE S 83'07'39" W, A DISTANCE
OF 226.44 FEET; THENCE S 83'23'53" W, A DISTANCE OF 151.18 FEET; THENCE S
82'50'48" W. 101.87 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A CHORD
BEARING OF N 89'07'22" W, A CHORD LENGTH OF 33.67 FEET, A RADIUS OF 120.50 FEET
AND ARC LENGTH OF 33.78 FEET; THENCE N 80'52'20" W, A DISTANCE OF 177.31 FEET;
THENCE N 67'31' 14" WEST, A DISTANCE OF 141.04 FEET BEGINNING OF A CURVE TO THE
RIGHT HAVING A CHORD BEARING OF N 36'21'46" W, A CHORD LENGTH OF 362.93 FEET, A
RADIUS OF 330.50 FEET AND ARC LENGTH OF 384.20 FEET; THENCE N 03'09'54" W, A
DISTANCE OF 252.91 FEET; N 19'58'04" W, A DISTANCE OF 168.49 FEET; THENCE N
52'06'55" W, 45.13 FEET; THENCE N 39'46'47" E A DISTANCE OF 55.70 FEET AND
RETURNING TO THE POINT AND PLACE OF BEGINNING; CONTAINING 3.01 ACRES, MORE OR
LESS.
/
Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive • Suite 400 • Charlotte, INC 28273
Ph: 980.237.0373 • Fax: [phone]
www.ceeinc.com
NSPS/ ALTA LAND TITLE SURVEY
Situate In
CITY OF SHELBY
CLEVELAND COUNTY, NORTH CAROLINA
Made For
233 RANDOLPH 74 SOLAR I, LLC
HUNTERSVILLE, NORTH CAROLINA
DATE: JUNE 18, 2021 SCALE: 111=200' DRAWING NO..
DRAWN BY: GAT CHECKED BY: PTS SV01
PROJECT NO: 307-087 APPROVED BY: ASD SHEET 3 OF 3
2 1
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