NCC230732_Site Plan or Location Map_20230322

\I IFOUND
GARY A. MALDANER HUBERT L. METCALF AND REBAR Z
TAX PARCEL # P-107-94 WIFE, BARBARA A. METCALF
` 8 18 I WILL BOOK 12E PAGE 27 TAX PARCEL # P-107-25 CID w
-75 42" I DEED BOOK 468 PAGE 708
Nr DEED BOOK 210 PAGE 251 to
2985.802 _ CARD FILE B PAGE 416 FOUND W
NC GEODETIC STATION "SANDY" _ FOUND IRON PIPE a
NC GRID (NAD 83/2011) I SET FOUND IRON , IN CREEK
NORTHING: 558,138.50 FEET _ FOUND 1�2ND 1/2" IRON " PIPE N 03*59'10" E 668.42 TOTAL g
EASTING: 1,077,783.48 FEET _ IRON " REBAR N 03'47'10" E N 03*4710 E N 03'5910 E - - - - - - - - - .. - .. - ..-658.22 -
REBAR . " PIPE f , _
COMBINED SCALE FACTOR: PIPE N 03'47 29 E - - 222.08' - - - 439.01 - - - - -
0.99982896 - 474.51-- -
-..-..-..-208.85-..-. I
BARB WIRE FENCE l BEVERLY M. EUBANKS i / 5.10' ACROSS
`1
TAX PARCEL # P-107-71 z / JJJ
WILL BOOK OOE PAGE 19 CID
DEED BOOK 174 PAGE 1350
v w /
\�\ D o WC7omX mDm'F
FOUND
/ I �0 D
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REBAR I /
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THOMAS MERRILL AND r D
FOUND m
SURVEYOR CERTIFICATES: N
WIFE, SHEILA MERRILL 1/2"BAR
N J� Cn -
�
TAX ID# P-107-74 REBAR / 0, -00) -10 ;:aK
I, TYRONE D. CANTRELL, CERTIFY THAT THIS MAP WAS DRAWN BY ME FROM AN ��`C' �i� DEED BOOK 302 PAGE 1844 / / m (D 9? m
ACTUAL FIELD SURVEY MADE BY ME BETWEEN JUNE 1, 2022 AND JUNE 25, 2022; �` 'i� ` O �� CARD FILE E PAGE 598 I 10' FOOT TRAFFIC AND / qOp ht Cn °' 0 D
THAT THE RECORD REFERENCES ARE AS SHOWN ON THE FACE OF THIS PLAT; THAT �0 4oFEssjoy�% EQUESTRIAN TRAIL Rpliy ; C��, Cn z
THE BOUNDARIES NOT SURVEYED ARE CLEARLY SHOWN AS BROKEN LINES AND WERE Q / �� EASEMENT TO FOLLOW / 10' FOOT TRAFFIC AND TF�u ATF4 rn rCn o m
PLOTTED FROM RECORD REFERENCES AS SHOWN ON THE FACE OF THIS PLAT; THAT ,SEAL •_ i PROPERTY LINE OR / EQUESTRIAN TRAIL NFpRFF�q�pY
THE ERROR OF CLOSURE IS GREATER THAN 1 : 10,000; THAT THIS MAP WAS = L-4150 / I WHERE FEASIBLE. EASEMENT. 5' ON EITHER
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. 'ate SEE NOTE 13.
/SIDE OF THE LINE.
/ SEE NOTE 13.
f-11(d) THAT THIS SURVEY IS OF ANOTHER CATAGORY, SUCH AS THE RECOMBINATION
OF EXISTING PARCELS, A COURT -ORDERED SURVEY, OR OTHER EXCEPTION TO THE
DEFINITION OF SUBDIVISION. ,� �C •�``` I / I
z 3� 10' FOOT TRAFFIC AND
WITNESS MY HAND AND SEAL THIS 30TH DAY OF JUNE, A.D. 2022. / w / EQUESTRIAN TRAIL
CA o irk EASEMENT TO FOLLOW
rn O 0) N PROPERTY LINE OR
N 489,912 SQUARE FEET � �� WHERE
NOTEFEASIBLE. i
TYRONE D. CANTRELL, PLS-4150 DATE 11.25 ACRES 2
I
-S 05'23'19" W-..-..-..-..-.. -..-S 05'23'19" W-..-..-..-..-----..-..-..-.. S 05'23'19" W-..J
O '
SET 142.00 FOUND 531.75' FOUND 250.34' FOUND
00 / 1/2" 1/2" 1/2" IRON
935,'793 SQUARE FEET / REBAR REBAR REBAR I PIPE
SUSAN RUSSELL LLC / 21.48 ACRES
TAX ID PARCEL # P-107-24
STATE OF NORTH CAROLINA DEED BOOK 448 PAGE 1945 // / I \ RONALD MENZIES AND
CARD FILE D PAGE 981 /
COUNTY OF POLK � PAMELA GORDAN
O m // / / I TAX PARCEL # P-106-13
I, CATHY RUTH, REVIEW OFFICER OF POLK COUNTY 9�y DEED BOOK 464 PAGE 1627
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS / / / ./ I CARD FILE G PAGE 79
CERTIFICATION IS AFFIXED MEETS ALL STATUTORY I /It
REQUIREMENTS FOR RECORDING. / /* /.
10' FOOT TRAFFIC AND
EQUESTRIAN TRAIL
REVIEW OFFICER DATE I I
/ . EASEMENT. 5' ON EITHER
SIDE OF THE LINE.
SEE NOTE 13.
FOUND 9.19'
1/2" LS
REBAR 02'09'25" E 4-ASS\ ?
20' EASEMENT
PER DEED BOOK \; .70' OF UNNIT
186 PAGE 52 1/2" \ /��t� SET SET
y� r a \ \ N REBAR r OJE1/2"
\ REBAR
FOUND
97<S\
�JIIN RY ' SE2./
REBAR �Sf• �Y� REBAR S 91 OZ !� /
FOUND 20ACCESS \\ 5 h°' �Os sREBAR
�2,. /
p��<v 1/2" ' ��5j /
REBAR EASEMENT TO - ' / SET
LOT 4 ONLY ��� 1 /2..
\ �PV1 yc REBAR tV
wootv
Ilk
\ ! fpp • , / SET 01 / �+ 0
\ '� h tit CAROLYN S HURDLE REBAR / O
GENERAL NOTES: LADY BIRD PROPERTIES, LLC �l`1' �' \
\ � �� RECOMBINATION OF A PORTION ��^ �(P\1 436,035 SQUARE FEET cn
TAX PARCEL # P-107-72 \ / OF TAX PARCEL # P-107-157 + 12.73 �♦1 �O I .
DEED BOOK 453 PAGE 2001 \ / p SET L p� SET 10.01 ACRES
1. ALL DISTANCES ARE HORIZONTAL MEASUREMENTS UNLESS OTHERWISE NOTED. \ �S /FOUND AND TAX PARCEL # P-107-26 �? . 1/2" �g`L �1ti / 1/2" CA
CARD FILE F PAGE 1570 O p0 1/2" DEED BOOK 256 PAGE 1029 / REBAR 11 46 ^�y REBAR N
2. ALL AREAS ARE CALCULATED BY THE COORDINATE COMPUTATION METHOD.
REBAR / \
150,848 SQUARE FEET 1 ♦ \\ �� 15°''
3. ALL PROPERTY CORNERS ARE MONUMENTED AS SHOWN HEREON. 3.46 ACRES
4. BASIS OF BEARINGS FOR THIS SURVEY IS NC GRID (NAD 83/2011)���
PER GPS OBSERVATION USING VRS-RTK DATA STREAM PROVIDED BY \ �p \
CA
NC GEODETIC SYSTEM. \ +/lk \ A\\�� I JOHN A. XANTHOPOULOS AND
5. NO NCGS MONUMENT WAS FOUND WITHIN 2000' OF SUBJECT PROPERTY. Ir ;DWIFE, SUSAN E. XANTHOPOULOS
\ / \.♦6s \ TAX PARCEL # P-106-62
6. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE EXAMINATION. \ \ / �� DEED BOOK 463 PAGE 917
THE SUBJECT PROPERTY MAY BE SUBJECT TO EASEMENTS, SETBACKS, ♦�. 6� 00' CARD FILE B PAGE 1243
RIGHT-OF-WAYS, COVENANTS, OR RESTRICTIONS THAT THE SURVEYOR HAS
NO KNOWLEDGE. ♦ cgs \♦; SET yO� \��3� 'OF r
7. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A SPECIAL FLOOD ♦\\ \1/BAR �^j6 \ q��\\�29� 0�,,� w� �Y)
HAZARD AREA AS PER FEMA FLOOD INSURANCE RATE MAP. 4j0✓ FX�STj G
8. THE SUBJECT PROPERTY IS ZONED MU - MULTIPLE USE. ♦♦ p� �� G&A e //iVE oFORF
\ a ` \
9. THE TOTAL ACREAGE IS 52.93 ACRES. THERE ARE FOUR (4) PROPOSED \♦ �pT / V46 \ i
LOTS, WITH AN AVERAGE LOT SIZE OF 13.23 ACRES. ♦ \ �y �� 5' FOOT TRAFFIC AND
10. THE POLK COUNTY HEALTH AND HUMAN SERVICES AGENCY HAS EXPRESSED \ \ �� <\ EQUESTRIAN TRAIL
NO OPINION AS TO THE SUITABILTY OF PRIVATE SEPTIC SYSTEMS OR WATER ♦♦ \ �� \8 ♦\ EASEMENT TO FOLLOW
SYSTEMS ON THIS PROPERTY. EACH LOT IS SUBJECT TO INDIVIDUAL INSPECTION \ \♦ RIGHT-OF-WAY LINE.
AND APPROVAL OF SEPTIC SYSTEMS. \♦ \ \; \�\`� SEE NOTE 13.
11. BUILDING SETBACKS ARE AS FOLLOWS: FRONT: 25' REAR: 25' SIDE: 15' ♦\\ \ \\\ I
12. A PORTION OF TAX PARCEL # P-107-26 TO BE RECOMBINED WITH A ♦ \ .♦ \ �.
PORTION OF TAX PARCEL # P-107-157. THE REMAINDER OF TAX \ O I
S \ \ \
PARCEL # P-107-157 TO BE RECOMBINED WITH LOT 1. THE REMAINDER �j
OF TAX PARCEL # P-107-26 TO BE DIVIDED INTO LOTS 1-4. ALL AS ♦♦ 6'ss9ss, \ 432,812 SQUARE FEET \.♦; ��.
INDICATED ON THE FACE OF THIS PLAT. 10.18 ACRES \ \\♦\
13. A 10' FOOT TRAFFIC AND EQUESTRIAN TRAIL EASMENT TO FOLLOW ALONG ♦ \ \ �\
THE EXTERIOR PROPERTY LINES OF LOTS 1-4 AND THE EXISTING CAROLYN ♦ \ \
HURDLE PARCEL (TAX PARCEL # P-107-157) OR AS CLOSE TO THE PROPERTY \ \ \\
LINE AS FEASIBLE. A 10' FOOT TRAFFIC AND EQUESTRIAN TRAIL EASEMENT
TO FOLLOW THE DIVIDING PROPERTY LINES OF LOTS 2-4, 5' ON EITHER ♦\\\ \ \; \ i
SIDE OF THE PROPERTY LINES. A 5' FOOT TRAFFIC AND EQUESTRIAN TRAIL ♦♦ \ ���\\
EASEMENT TO FOLLOW ALONG THE RIGHT-OF-WAY OF SANDY PLAINS ROAD,
MOORE ROAD, AND THE NEW 30' RIGHT-OF-WAY SHOWN ON THE FACE OF
THIS SURVEY. ALL FOOT TRAFFIC AND EQUESTRIAN EASEMENTS LISTED ARE AS \ r\
SHOWN ON THE FACE OF THIS SURVEY.
A ♦♦ \ \\:
T\
SIG, �0 ♦ ♦ \ 1 Zp
♦ r
�� ♦ ' J 5FOOT TRAFFIC AND I I
LEGEND OQ\♦ g2\o, EQUESTRIAN TRAIL
cS ♦ 2 \ EASEMENT TO FOLLOW I rl FOUND
\ `SOD �39, �'♦\ RIGHT-OF-WAY LINE. II 1/2"
IVI S I 0 N FOR . PROPERTY LINE SURVEYED ♦ ♦ ly \ SEE NOTE 13. / J REBAR\
. � 29.82
OLYN HURDLE - - - - - PROPERTY LINE NOT SURVEYED \ oT FOUND- MO
o RO
♦ uT-�`� L39-L38 F U �
RIGHT-OF-WAY LINE ♦ o\ EtO� NAIL NCR AD
# P-107-26 & 15'7 -- -- � \ / �- --ram i60' RI s 1332
EASEMENT LINE ♦\ ��
UMBUs TOWNSHIP - - - - - ♦ ♦ \�T ��1/ � GHT � _
JNTY, NORTH CAROLINA GRAPHIC SCALE
x X
UT -UT OVERHEAD UTILITIES W
FENCE LINE 100 0 50 100 200 400 A� / Ay
ORD: PREPARED FOR: LISA J. CULBERSON oF
ILE CAROLYN HURDLE OO FOUND PROPERTY CORNER ♦\ vp�ti DEED BOOK 3 5 TAX PARCEL # P-107-77
PAGE 289
SET PROPERTY CORNER ( IN FEET) ♦♦ ♦ MAP SLIDE A-321 PAGE 501
• CALCULATED POINT
f� UTILIY POLE 1 inch = 100 ft. \ ♦♦
100' DRAWN BY: T. CANTRELL WELL ♦♦
30, 2022 CHECKED BY: T. CANTRELL \ \
2206-01 DRAWING FILE: 2206-Ol.dwg ♦ `
♦ I
NC umv �----
LINE TABLE
LINE
LENGTH
BEARING
L38
22.58'
S 00'04'04" E
L39
52.41'
S 00'04'04" E
L40
75.00'
S 13'45'21" E
L41
75.00'
S 23'06'21" E
L42
71.00'
S 2943'21" E
L43
100.00'
S 43'41'39" W
L44
89.70'
S 41'59'55" W
L45
50.00'
S 44'48'04" W
L46
50.00'
S 47'49'04" W
L47
50.00'
S 52'29'04" W
L48
50.00'
S 57'32'04" W
L49
30.20'
S 62*16'04" W
L50
50.00'
S 64'37'36" W
L51
122.68'
S 6638'13* W
L52
93.62'
N 88'06'11" W
L53
79.67'
S 57'34'02" W
L54
28.26
S 17'50'22" W
L55
33.24'
S 28'35'31" W
L56
19.48'
S 35*58'19" W
L57
21.06'
S 19'22'26" W
L58
14.50'
S 01'48'46" E
L59
21.21'
S 38'45'25" E
L60
24.29'
S 58'42'42" E
L61
64.98'
N 68'44'26" W
L62
44.24'
N 55'08'10" E
L63
70.00'
N 55'08'10" E
L64
45.76'
N 55*08'10" E
L65
35.00'
N 48*10'32" E
L66
45.00'
N 34'03'54" E
L67
75.00'
N 30'55'37" E
L68
55.00'
N 38'36'36" E
L69
100.00'
N 44*15'22" E
L70
100.00'
N 46'57'42" E
L71
40.00'
N 52'02'46" E
L72
45.00'
N 60'35'28" E
L73
40.00'
N 70'24'47" E
L74
40.00'
N 78'35'27" E
L75
45.00'
N 86'06'07" E
L76
50.03'
S 8824'21" E
L77
101.18'
S 85'20'45" E