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CERTIFICATE OF SURVEY AND ACCURACY
I, CHRISTOPHER L. COLE, CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION (DEED DESCRIPTION RECORDED IN (REFERENCES AS
SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN (REFERENCES AS
SHOWN); THAT THE RATIO OF PRECISION AS CALCULATED EXCEEDS
1:10, 000;
CLASS OF SURVEY: C
POSITIONAL ACCURACY: DOES NOT EXCEED 0.15 FEET
TYPE OF GPS FIELD PROCEDURE: RTK VRS
DATE OF SURVEY: 9-3-2015
DATUM/EPOCH: NAD83(2011)
GEOID MODEL• GEOIDI2A
COMBINED GRID FACTOR: CGF = 0,999842615
UNITS: US SURVEY FEET
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
AS AMENDED AND THAT THIS PLAT MEETS THE REQUIREMENTS OF
I. I\L�P4�� �, fYl��It - AS OWNFR OF THIS PRnPFRTY. n() HFRFRY
CERTIFY THAT I HAVE REVIEWED THIS EASEMENT EXHIBIT AND AGREE TO
THE TERMS AND CONDITIONS CONTAINED HEREON, AND BY MY FREE WILL
SIGN AND ACKNOWLEDGE THIS MAP AND THAT IT REPRESENTS THE
CONSERVATION EASEMENT AS IT IS INTENDED TO EXIST AND AFFECT MY
PROPERTY.
WITN�ESS�MY�HAND (A�ND� SEAL) .THIS a'�'� AY OF uvc,k r 2015
\\111111/
=3�
NORTH CAROLINA
1, A NOTARY PUBLIC OF COUNTY, NORTH
CAROLINA, HEREBY CERTIFY THAT THE DUE EXECUTION OF THE FOREGOING
CER7TFICAIE WAS DULY ACKNOWLEDGED BEFORE ME THIS DAY BY
FOR THE PURPOSE THEREIN EXPj2ESSED.
WITNESS MY HAND AND NOTARY SEAL THIS DAY OF 2015.
NOTARY PUBLIC
MY COMMISSION EXPIRES
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TOTAL AREA SURVEYED: 9,987,169 S.F./229.274 AC
AREA IN NEW CONSERVAl10N EASEMENT 333,778 S.F./7.663 AC
INGRESS/EGRESS/REGRESS EASEMENT AREA:37,366 S.F./0.858 AC
HOME SITE "A":60,000 S.F./ 1.377 AC
HOME SITE "B":24,417 S,F./0.561 AC
NET TOTAL ACREAGE: 9,531,608 S.F./ 218.816 AC
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DB 5166 PG 476 / N �!y �/�///��`Ff G /' `jD'CPL4g9 g'7' L83 n I �Sg57 M PIN 9850-89-8233 I
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ro � ti s � / 25" COS VA 0 (_ � f F)
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PIN 9850-39-9032 :`t f b \9, DESCPoPTION ,c S vAnoN 3� e C11 � / � � ti DB 255 PG tssD ATALIM OF BEARINGS: NCGS GRID COORDINATES, NAD 83/2011
\ / DB 1422 PG 515 N O CONSERVA110N � EASEMENT < pix B � �
Z � xsJ "Q EA ENl• h 333.778 S.F. � �7?O /
/ pUBk1$nNC I � L53 nE) m9 P� !y ____- a65 Ca> 7.s 3 c o �♦°h ( / , (OLIN) oN 2) ALL NEW CORNERS ARE #4 REBAR WITH CAP.
\ /
VVV_ _ _ PL.--._._._._._.
�'-'-� � � 58925'26"E 2101.53' (GROUND)
NAIL 2101.20' (GRID)
)LINO) (¶E)
NOW OR FORMERLY
CALNN MFILOTT
PIN 9850-38-4424
DB 231 PG 44
NOW OR FORMERLY
T�ROLLN�
PIN 9850-27-7902
DB 1422 PG 1996
\ STONE PIU
(FOUND
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L�^aN, L�'
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N:8D5720.88
E:1952781.04
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1" SQUARE IRON RWM
(FouND) 588'53'05"E _ 555.57
1
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Ci;�N CSS LS" 583'34'2_ 7."W � s4 L65 L66 63 L6 .. C>2 L� 73A q 9. Cg6 L89..90 9 C9 y9h O � DISTANCES IN U.S.
4'20„W 1150. �/Jo 3]ALL DISTANCES ARE HORIZONTAL GROUND
C57 �_ ,.,._..s- 4 880 5 PL _------ � SURVEY FEET UNLESS OTHERWISE NOTED.
\Rw. `r .p � P' O L76 C L94 0 - i/2"IRON PIPE '� �_�.......►•�"" �- / -PL-
- ___--- ___. ._---- ----'"tea �o L58 � � • � U7 3> (TOTAL) � C�-•-�' ��" 4 THE AREAS SHOWN HEREON WERE COMPUTED USING THE
CSg 56,30' _889'82'17"W 1093.30' (FOUND) �4 REBAR )
a1 �S71N 0 L61 1'62 C3 � t/2"IftoN PIPE 181 71' DB 5707 PG 75 PARCEL -C) 901.59' (FouND) COORDINATE COMPUTATION METHOD.
Va6 � p8 G � 21' RVy... (FOUND) � ( NOW OR FORMERLY �
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n7 1, � � M SE ERVgnCN _Rw �_� 07'05 E J PIN 9850-68-1310 �jL(h > U` THOMAS h PATRICK INFORMATION REFERENCED ON THE FACE OF THIS PLAT.
� y�,�}1. SC�ENi y0. "--. �,�_952.53' DB 4087 PG 207 is v NOW OR FORMERLY GRR,r,S
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EP 5 �Pdh PIPE 98.31' 288:18' 889'57'83"W 1' IRON PIPE GR�iGJ^ \ r 7) DRIP LINE, AS SHOWN, REFLECTS THE OUTER EXTENTS OF
� �� � 404' ts� (FOUND 991 00' (FouND) PIN 9650-88-1362 I � THE EXISTING CANOPY.
\ � I (TOTAL) DB 1295 PG 582 ..1
�•ya PB tD3 Pc zoo a 8) HOME SITE "A"AND "B"ARE NOT MEANT TO SUBDIVIDE THE
b
\ � PROPERTY, THEY ARE SIMPLY INTENDED TO ACQUIRE AREA.
N
DETAIL "A"
i'=50'
NOTE:
L38 IS THE BEARING AND
DISTANCE FROM THE
CALCULATED POINT TO THE
PROPERTY LINE INTERSECTION,
NOT THE 1/2" IRON ROD.
a
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1.43' SOUTH OF ry^i
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0 1/2" IRON PIPE �1Kti-)
Z (FOUND)
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NAIL SHOT AT
BASE
(FOUND) ��_
96'.
3
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N N �
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4.20' WEST OF UNE
FOUND �
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y OVERLAP IN
D®s
N81 31' (70TgL> a N ^ 2 215 S.F.
49"W � a
182.38' 475,31'
1' IRON �"� 1/2" IRON ROD
PIPE 292.93' (FOUND)
(FOUND) oQ L33�____------____ pL
1" IRON PIPE SEE
(FOUND) DETAIL 'A'
NOW OR FORMERLY GRAPHIC SCALE
THOMAS
CHWSTOSEtI 200 O too 200 400
PIN 9850-36-8790 1 I I I I
OB 5575 PG 348
( IN FEET )
1 inch = 200 ft.
NOW OR FORMERLY
NUTTEtt FAPo/S, LLC
PIN 9850-58-0672 "�
DB 5707 PG 75
(D8 194 PG 652
TRACT F)
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PIN 9850-68-1310
DB 4087 PG 201
DB 935 PG 21
DB 5707 PG 75
(PARCEL C)
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a
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(TOTAL) 2UJ.ti/ I � (
887'34'17"W 1836.30' PL �'•��
873.62' 3/4" IRON 173.37' 30.30'
3/4" IRON PIPE PIPE
NOW OR FORMERLY 0.40' SOUTH (FOUND)
THOMAS�h�P�ATRICIA OF PROPERTY � ii
UNE
PIN 9850-57-2232 (FOUND)
DB 5776 PG 486
PB 172 PG 146
(TRACT A)
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NOW OR FORMERLY
mNx
THOMAS do PATRNKifAA N �
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PIN 9850-�67-2232 � � 4i 3 -)
DB 5776 PG 488 ��o � R
P8 112 PG 746 mz
(TRACT B) '�
- -PL-
TOTAL AREA SURVEYED: 9,987,169 S.F./229.274 AC
AREA IN NEW CONSERVAl10N EASEMENT 333,778 S.F./7.663 AC
INGRESS/EGRESS/REGRESS EASEMENT AREA:37,366 S.F./0.858 AC
HOME SITE "A":60,000 S.F./ 1.377 AC
HOME SITE "B":24,417 S,F./0.561 AC
NET TOTAL ACREAGE: 9,531,608 S.F./ 218.816 AC
'Gook- 115 �agc � 3�
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NOW OR FORMERLY
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ORKMSS
PIN 9850-67-8850
OB 5225 PG 554
PB 83 PG 156
NOW OR FORMERLY
THOMAS � PA7RICIA
ORI06S
P!N 9850-67-8850
OB 5225 PG 554
PB 83 PG 156
UNE TABLE
UNE
BEARING
LENGTH
L7
812'37'82"E
88.88
L2
878'52'50"E
161.86
L3
523'49'04"E
105.28
L4
821'01'57"E
52.06
LS
524'89'33"E
79.99
L6
828'29'08"E
102.04
L7
833'70'42"E
126.56
LB
S39'i 6'27"E
74.98
L9
552'12'47 "E
76.62
L10
N75'04'S3"E
764.73
L71
N23'32'49"E
146.13
L72
814'85'07"E
30.00
L13
N2332'49"E
83.84
L74
N23'32'49"E
37.59
L75
N39'i 6'49"W
80.01
L16
N33'10'42"W
129.39
L17
N28'29'OS"W
104.19
L18
N24'S9'33"W
81.94
L79
N27'Di 57 W
52.37
Leo
N23'49 04 W
tos.e4
L21
N78'S2'S0"W
784.79
L22
N12'37'52"W
87.31
L23
N77'75'03"E
30.17
\ _______- PL----
f
A �\
<\
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Qom/ J
\/
UNE TABLE
UNE
BEARING
LENGTH
L24
N23'32'46"E
128.99
L25
N75'04'S3"E
141.40
L26
N68'21'02"E
77.11
L27
589'33'51"E
69.56
L28
N34'43'13"E
88.80
L29
571'59'06"E
60.39
L30
821'34'21"W
154.67
L31
N23'32'49"E
149.66
L32
500'27'89"E
163.00
L33
N65'OS'S2"E
60.54
L34
N64'07'41"E
115.38
L35
N64'37'23"E
135.55
L36
N7t'75'03"E
160.53
L37
N60'04'25"W
88.70
L38
N81'31'49"W
475.31
L39
556'37'00"W
87.88
L40
555'82'85"W
87.35
L41
-549'59'40"W
56.36
L42
551'03 43 W
67.35
L43
850'37'15"W
54.02
L44
549'48'03"W
51.73
L45
867'08'37"W
61.21
L46
853'54'12"W
54.06
UNE TABLE
UNE
BEARING
LENGTH
L47
862'23'20"W
63.94
L48
558'39'56"W
63.17
L49
856'25'47"W
65.07
L50
544'53'25"W
34.57
L57
N75'27'39"W
39.65
L52
527'06'01"W
41.69
L53
572'44'03"W
11.07
L54
N47'52'35"W
42.65
L55
N72'S5'19"W
65.80
L56
N77'S3'49"W
49.37
L57
N38'09'59"W
25.39
L58
N82'52'39"W
104.73
L59
N66'4T03"W
52.42
L60
N70'34'47"W
57.76
L61
N78'09'22"W
60.02
L62
562'16'03"W
64.95
L63
526'25'31"W
40.95
L64
N69'i 6'75"W
20.22
L65
578'27 43"W
78.99
L66
582'84'25"W
59.07
L67
564'02'08"W
73.03
L68
574'13'45"W
42.98
L69
NBo'31'it"W
25.63
UNE TABLE
UNE
BEARING
LENGTH
L70
554'00'27"W
27.18
L71
584'11'22"W
26.66
L72
N70'49'02"W
54.56
L73
N86'40'30"W
44.58
L74
N67'39'73"W
53.40
L75
N69'02'04"W
65.51
L76
N82'44'37"W
70.16
L77
N77'13'36"W
60.54
L78
N89'48'54"E
53.85
L79
N09'28'S0"E
57.00
L80
N88'O6'O6"E
105.64
L81
562'17'45"E
129.28
L82
872'79'17"E
48.28
L83
588'24'43"E
29.31
L84
N56'54'39"E
50.95
L85
N62'41'28"W
41.69
L86
880'09'32"W
27.61
L87
N71'10'38"W
110.62
LBS
N73'S8'42"W
54.14
L89
587'56'79"W
45.03
L90
N7i'44'10"W
26.07
L97
N78'14'S0"W
23.73
L92
N61'36'37"W
18.23
UNE TABLE
UNE
BEARING
LENGTH
L93
N70'13'14"W
44.62
L94
N84'36'47"W
41.29
L95
552'17'17"W
96.29
L96
526'20'47"W
45.09
L97
810'56'27"E
70.12
L98
506'20'49"W
79.31
L99
546'32'44"W
37.80
L100
881'43'81"W
26.67
L707
N59'34'42"W
26.42
L102
N77'41'15"W
45.58
L703
573'10'48"W
64.96
L704
N87'S2'S5"W
53.29
L105
N62'01'35"W
44.85
L106
569'03'04"W
79.82
L707
553'15'51"W
125.24
L108
N89'33'51"W
55.93
L109
882'03'72"W
66.80
L710
N21'O6'25"W
24.93
Litt
N37'10'17"W
84.73
Lti2
N70'18'37"W
66.39
L113
N52'OS'19"W
48.92
L114
N4637'70"W
55.92
L715
549'25'02"W
16.47
UNE TABLE
UNE
BEARING
LENGTH
L716
574'07'15"W �
36.27
L717
560'58'06"W
34.34
L118.
589'42'25"W
20.86
L119
N66'25'45"W
26.53
L120
N64'07'42"W
23.32
L721
531'23'22"W
10.96
L122
573'22'16"W
23.47
L123
546'13'17"W
22.31
L724
505'09'77"W
9.33
L725
535'27'40"W
27.77
L126
Si 9'08'39"E
14.39
L127
529'28'18"W
37.92
L728
845'04'30"E
11.56
L729
570'23'03"E
13.74
L730
556'54'39"W
25.26
L731
N54'25'26"W
29.64
Lt 32
825'36'09"W
43.79
L133
577'57'14"W
72.04
L734
831'38'16"W
12.19
L135
870'20'25"W
46.14
L736
500'39'24"W
52.35
L737
832'28'27"E
21.71
L738
505'54'52"W
21.64
CURVE TABLE
CURVE
RADIUS
LENGTH
BEARING
CHORD
Ct
702.82
302.48
529'30'56"E
300.16
C2
382.74
241.64
559'55'84"E
237.65
C3
442.74
279.52
N59'S5'54"W
274.90
C4
762.82
328.31
N29'30'S6"W
325.78
C5
3440.97
378.10
N68'13'40"E
377.91
C6
7878.63
470.25
N66'27'24"E
468.94
C7
950.00
953.34
N86'51'31"E
913.84
CB
1326.84
278.00
563'57'39"E
277.76
C9
747.95
415.47
840'78'78"E
410.06
C10
880.68
218.24
815'43'40"E
217.68
Cit
159.53
747.43
N28'17'27"W
142.24
REVISION
�/�
DATE DESCRIPTION
CONSERVATION EASEMENT
FOR
ROBERT P. NUTTER
"MAPLE VIEW FARMS"
GINGHAM TOWNSHIP, ORANGE COUNTY, NORTH CAROLINA
PREPARED FOR
OWNER
RESOURCE ENVIRONMENTAL
ROBERT P, NUTTER
SOLUTIONS, LLC
3111 DAIRYLAND ROAD
302 JEFFERSON STREET
HILLSBOROUGH, NC 27278
RALEIGH, NC 27605
/'.WSP
Transportation & Infrastructure
128 Talbert Rd., Suite A •Mooresville, NC 28117.704-662-0100
www.wspgroup.com
NC LICENSE NO.:F-0897
Drawn By CLC
Date
NOVEMBER 17TH, 2015
Job No.
1188329A
Surveyed By CB/DR
Checked By DKB
Scale
1" = 200
Sheet No.
1 OF 2
Book No. 180