NCC230289_Site Plan or Location Map_20230201

SILK
HOPE SiTE �o`O
1QQ� 1346
cn 150�
0
o �
0
1505 ^`oo o� rn
LINE
BEARING
DISTANCE
1
- 2
N
21*21'32"
W
32.79'
4
- 5
N
68"41'39"
E
82.81'
6
- 7
N
06'26'43"
W
1.50'
10
- 11
N
88'25' 10"
E
191.13'
11
- 12
N
87'28'04"
E
270.41'
16
- 17
S
06' 19'36"
E
4,85'
17
- 18
S
06* 19'36"
E
136.85'
18
- 98
S
06' 19'36"
E
10.48'
21
- 22
S
06' 19'36"
E
321,23'
22
- 23
S
06* 19'36"
E
134.03'
23
- 24
S
06* 19'36"
E
49.68'
24
- 25
S
06' 19'36"
E
121.33'
28
- 29
S
63'00' 14"
W
4.3 1'
29
- 30
S
63'00' 14"
W
56.67'
32
- 117
N
15'12'27"
E
66.51'
117
- 118
N
03' 1 1' 19"
W
31.98'
118
- 119
N
72'23'34"
E
30.00'
119
- 120
N
72'23'34"
E
39.70'
120
- 121
N
72'23'34"
E
62.27'
99
- 144
N
06*21'14"
W
265.66'
144
- 145
N
89'01'41 "
W
148.98'
145
- 61A
N
89'01'41"
W
38.52'
63
- 146
S
89'01'41 "
E
33.55'
146
- 122
S
89'01'41 "
E
104.80'
122
- 125
S
89'51'49"
E
62.89'
125
- 126
S
89'51'49"
E
99.18,
126
- 26
S
89'51'49"
E
489.68'
118
- 127
N
34'55'56"
W
32.21'
127
- 128
N
59*27'15"
W
31.17'
128
- 38
N
75'09'54"
W
58.54'
130
- 142
S
88'5943"
E
34.15'
142
- 131
S
88'59'43"
E
270,52'
131
- 141
S
88*59'12"
E
217.83'
141
- 140
N
21'58'31 "
E
571.63'
140
- 24
N
84' 19'21 "
E
160.25'
132
- 147
N
89'01'41 "
W
121.42'
147
- 65
S
71' 1 1 '06"
W
33.19'
133
- 134
S
25'41'31"
W
199.29'
134
- 135
S
52' 14'09"
W
69.90'
135
- 136
S
07'32' 13"
E
141.58'
136
- 137
S
41'05'32"
E
289.39'
137
- 77
S
41'05'32"
E
30.14'
91
- 92
S
86'35'30"
W
83.19'
92
- 93
S
89'32'33"
W
135.49'
93
- 94
S
89'32'33"
W
56.40'
18
- 95
S
60'52'27"
W
104.31'
95
- 96
S
02' 18'05"
W
68.43'
96
- 97
S
22'58'46"
W
72.05'
97
- 181
S
76'44'22"
W
77.99'
181
- 90
S
76'44'22"
W
34.24'
89
- 182
N
88'21'08"
W
30.73'
182
- 91
N
88'21'08"
W
252.91'
138
- 139
S
66' 13' 14"
E
37.00'
1
- 200
N
85'32'04"
W
61.85'(tie)
132
- 122
S
06'21'14"
E
75.12'
141
- 179
N
21'58'31 "
E
225.34'
EIP
2
3/4"
IRON
PIPE
ISS
3
5/8"
REBAR
EiP
5
1 /2"
IRON
PIPE
EIP
6
1 /2"
IRON
PiPE
EIP
7
1 /2"
IRON
PIPE
EIP
9
1 /2"
IRON
PIPE
EIP
10
3/4"
IRON
PIPE
EIP
11
1"
IRON
PIPE
EiP
12
3/4"
IRON
PIPE
EIP
14
3/4"
IRON
PIPE
EIP
15
3/4"
IRON
PIPE
EIP
16
1 /2"
IRON
PIPE
EIP
17
1 /2"
IRON
PIPE
IPS
18
3/4"
IRON
PIPE
EIP
19
1 /2"
IRON
PIPE
EIP
20
1 /2"
IRON
PIPE
EIP
21
1 /2"
IRON
PIPE
EIP
22
1 /2"
IRON
PIPE
EIP
23
1/2"
IRON
PIPE
IPS
24
3/4"
IRON
PIPE
IPS
26
3/4"
IRON
PIPE
EIP
28
3/4"
IRON
PiPE
EIP
29
1 /2"
IRON
PIPE
EIP
91
1 /2"
IRON
PIPE
EIP
92
1 /2"
IRON
PIPE
IPS
93
3/4"
IRON
PIPE
EIP
94
1 /2"
IRON
PIPE
IPS
95
3/4"
IRON
PIPE
IPS
96
3/4"
IRON
PIPE
IPS
97
3/4"
IRON
PIPE
EIP
98
1 /2"
IRON
PIPE
IPS
99
3/4"
IRON
PIPE
ISS
116
5/8"
REBAR
IPS
121
1" IRON PIPE
EIP
122
1 /2"
IRON
PIPE
IPS
125
3/4"
IRON
PIPE
IPS
143
1 " IRON PIPE
OWNER CERTIFICATION OF PLAT BEING EXEMPT
FROM THE SUBDIVISION REGULATIONS
I(We) certify that I am (We are) the owner(s)
of the property shown and described hereon and
that said property is exempt from the Subdivision
Regulations of Chatham County by definition.
IMC141 2 3 2012
Owner or Au rued Arc ent and Title
WILLIAM A. WHITE
LULA MARGARET WHITE
D.B. 688 PG. 1095
4� �(0
NAIL SET AT DISTURBED 3/4" EIP
11" ABOVE GROUND
1" ABOVE GROUND
3" ABOVE GROUND 1 " IPS
4" ABOVE GROUND 4" ABOVE GROUND
12" ABOVE GROUND
2" ABOVE GROUND
8" ABOVE GROUND
12" ABOVE GROUND AT ROCK
20" ABOVE GROUND
8" ABOVE GROUND IN ROCKPII
3" ABOVE GROUND
6" ABOVE GROUND IN ROCKPiI
7" ABOVE GROUND
5" ABOVE GROUND
5" ABOVE GROUND
4" ABOVE GROUND
7" ABOVE GROUND
6" ABOVE GROUND
9" ABOVE GROUND
4" ABOVE GROUND
4" ABOVE GROUND
4" ABOVE GROUND
8" ABOVE GROUND
12" ABOVE GROUND
5" ABOVE GROUND
6" ABOVE GROUND
4" ABOVE GROUND
3" ABOVE GROUND
5" ABOVE GROUND
5" ABOVE GROUND
5" ABOVE GROUND
4" ABOVE GROUND
1" ABOVE GROUND
1" ABOVE GROUND
1" ABOVE GROUND
10" ABOVE GROUND
5" ABOVE GROUND
4" ABOVE GROUND
EIP
6
is
0.11'
east
of
the
property
line.
EIP
7
is
0. 10'
west
of
the
property
line.
EIP
9
is
0.30'
east
of
the
property
line.
EIP
17
is
0.43'
east
of
the
property
line.
EIP
98
is
0.19'
east
of
the
property
line.
EIP
22
is
0. 18'
west
of
the
property
line.
EIP
23
is
0.26'
east
of
the
property
line.
EIP
29
is
0.13'
south
of
the
property
line.
NOTE: These parcels are located near an area that
is presently used for agricultural puposes.
Normal agricultural operations may conflict
with residential land use. NC law (General
Statutes Section 106-701) provides some
protection for existing agncutural operations
against nuisance lawsuits.
WILLIAM A. WHITE
LULA MARGARET WHITE
D.B. 688 PG. 1095
50' Wetland
85*31'48" E 692.95'jr Buffer EIP5
-
CERTIFICATION OF PLAT BEING EXEMPT
FROM THE SUBDIVISION REGULATIONS
I hereby certify the property shown and described
hereon is exempt from the Subdivision Regulations
of Chatham County by definition.
2012
Plonr#ig Director or Authorized Representative
Jurisdiction and/or permanence of the features shown has been
partially determined by Catherine Deininger (Biocenosis L-C). Required
buffers were measured landward from the outer limit of jurisdiction.
Chatham County's Watershed Protection ordinance provides descriptions
of allowable uses within protected buffer areas.
Septic
Easement
on
Lot 4
(Shaded Area)
LINE
BEARING
DISTANCE
A
- B
S
06'21'23"
E
169.46'
B
- C
S
85'33'28"
W
143.29'
C
- D
N
1O'32'12"
E
64.01'
D
- G
N
06' 18' 14"
W
55.60'
G
- E
N
06' 18' 14"
W
10.38'
E
- F
N
63'57'03"
E
87.98'
F
- A
N
73'04'00"
E
42.44'
CENTERLINE COURSES OF 15'
SUPPLY LINE ESMT.
G
- H
N
55'24'48"
W
114.29'
H
- I
N
46' 17'44"
W
79.21 '
1
- J
N
53'29'08"
W
74.10'
J
- 140
N
21'58'31 "
E
328.45' (tie)
25
- A
S
06'21'23"
E
304.09' (tie)
�-
30'
Power Line
Easement
(Shaded
Area)
LINE
BEARING
DISTANCE
M
- N
S
51' 18'45"
E
66.16'
N
- 0
S
03' 16'04"
E
87.02'
0
- P
S
07'59'38"
E
74.18'
P
- Q
S
30'47' 14"
E
40.17'
Q
- R
S
18'49'51 "
E
70.32'
R -
S
S
01'25'53"
W
43.87'
S -
T
S
15'24'34"
W
139.88'
T -
U
N
88'21'08"
W
301.24'
`U
- V
S
86'35'30"
W
82.91'
V -
W
S
89'32'33"
W
265.19'
W -
X
S
15'24'58"
W
214.75'
X -
133
S
53'01'10"
E
83.76' (tie)
94
- W
S
77'55'05"
W
74.44' (tie)
89
- T
S
48'57'22"
E
23.63' (tie)
FREDDIE JOE GOWiNS
WILL BOOK M PG. 37
PLAT SLIDE 91-1 12
EIP
23
24
1 1 /2" EIS IN ROCKPILE
(3" ABOVE GROUND)
s o
b N
N
e
rn
EJP 51�rr,:� `�`� Easement __________ __= _� 114
1/2 EIP 4 f -. 60' -_ --== ___---_ - IPS 50' Wetland
" 1 / Private 1 10 =_ =_ e-_ _ ___:-y3, 99 Buffer
5" ABOVE GROUND ,49 0�__ =/SS
Esmt
115
+---------' 1D9 _ _ir_:_j1 =-__ C� O
Lr _.--._. R.__ O r.-
48
tQ
.w
09$ . /SS
46 .• Gravel 50' Riparian Buffer ISS
4 = :_- 116 .o
tr1 ` Parking `_ _ ..._
Area 107� _ -____ IPS _ r
�O ;:_:_:__:_ -_ _:: 100
'to l Fond=`=�=__:===_"_
IPS
101
50' Wetland Y IPS IPS
50' .Wetland
��� 6pt `L2 & Buffer . I `J 103 102 \� Buffer
45 / i Shed 105 /PS
104� �a l
MARY D. DAVIDSON ✓ 66 fl ( Wetland r 4 1
KAREN P. DAVIDSON ISS
�� j Wetland 50' Riparian
D. B. 756 PG. 763 3 Z - - - :, L
'" Buffer
1- n '��
Points 131 - 137, 139 - 142, 146, 147, 181, and 182 are
3/4" Iron Pipes set 4" above ground. a, 1 43� ,5�b �� 7` Net/-•-Strea,��
Points 32 - 44, 47 - 57, 59, 61 , 68, 70 - 77, 79 - 82, �� 42 14, 574 AC. 1 "a ... - -
85, 86, 89 and 138 are 1/2 Rebar set 1" below grade �� \
in the center of an existing gravel road. " 41\ COMMUNITY AREA "A"
Points 58, 60, 61, 69, 78, 83, 84, 87, 88, and 118 are 5/8 Rebar a' 40\ SEE DETAIL "A"
set 1" below grade in the center of an existing gravel road. �� ��
Points 100 - 105, 109 - 113, 119, 120, 144, and 145 are 3/4" iron -'� ` 100' Riparian
Pipes set 1 " above ground. • 28/pS Buffer
Points 106 - 108, 114, and 115 are 1" Rebar set 1" above ground. 37 1127 11 ll,S 21.238 Acres�o'cp
Points A and B are 3/4" Iron Pipes set 4" above ground. 1 1 -- IPS 121
Points C, D, E, and Fare 1 /2" Rebar set flush 1 O'x70' Sight 36 ` ,f1, j 8 120 6Gj6 � � 1�
EIP E t / t t o'x70' Si ht
489.68'
OSTIA RALPH SELF
D. B. 330 PG. 29
P. B. 23 PG. 3
Perennial
Stream
r'EIP CONTROL CORNER
J14" IRON PIPE
5" ABOVE GROUND
Points G, H, I, J, K, and L are computed points only. asemen 35 I 9 e JOSEPH LYNN PERRY
P P y� R,f4y--._ 2 �.,PP 34 � Easement �G jk
- -..- - --.. 33
-- EXPK + -�- _Po rr Fe •Q� D.B. 826 PG. 357
R/W 2O0 34p.45' I PP _►yer Line if �j'a P.S. 2000-173
State of North Carolina
County of Chatham
I. ` + V14CL �' vi,40- Review Officer of Chatham County, certify
that the map or plat to which this certification is affixed meets all
statutory requirements for recording.
Review Officer L Date
1, Van R. Finch, Professional Land Surveyor No. L-2507, certify
to one of the following as indicated thus, 1ii'
- (a) That the survey creates a subdivision of land within the area of a
county that has an ordinance that regulates parcels of land.
- (b) That the survey is located in such portion of a county or municipality
that is unregulated as to an ordinance that regulates parcels of Ion(
- (c) That the survey is of an existing parcel or parcels of land and does
not create a new street or change on existing street.
(d) That the survey is of another category, such as the recombination of
existing parcels, a court ordered survey, or other exception to the
definition of subdivision.
�� ._ S
CNN $4'42'35 445.23' ii
1 i' W--CNS EJP-_._F'p
S. 28
31 --__-N 84-42 35" W-EXNL2g_� ���/W
,\.39 COMMUNITY AREA "A" .SILK 1 ` ` � , 3D -RXW
0.2s ac. HOPE' _ GUM SPR//�O R/W
\�� �. `128 /PS
I --�- ` 127T 119 WOAD
37, + �` >> \
t /PS
60' 1i i1118 120
Esmt. 136
35
10'x70' Sight
10'x70' Sight 34 33�� Easement
Easement 32 f
i
-_CNS 31, - y �-
DETAIL "A" NOT TO SCALE
SOUTH SURVEY
FARM
HADLEY TOWNSHIP CHATHAM COUNTY, N.C.
OWNER: ERiC G. ROSEN, CAREY E. SMITH
300 SOUTH WIND ROAD
SILER CITY, N. C. 27344
200 100 0 200 400 600
SCALE: 1 " = 200' MAY 22, 2012
VAN R. FINCH - LAND SURVEYS, P.A.
109 Hillsboro St. P ittsboro N.C. 27312
FIRM LICENSE #C-513
FRED JOE GOWINS
D.B. 1065 PG. 535
P.S. 2003-369
FILED May 23, 2012 12:25:50 pm FILED
CHATHAM
PLAT SLIDE 02012 - 0091 COUNTY NC
TREVA B. SEAGROVES
REGISTER
INSTRUMENT 05334 OF DEEDS
I, VAN R. FINCH, certify that this plat was drawn
under my supervision from an actual survey made
under my supervision (deed description recorded in
Book 1621, Pg. 1002, Bk. 692, Pg. 126,
Book 642, Pg. 225, Book 1421, Pg. 268; that the
boundaries not surveyed are clearly indicated as
drawn from information found in Book as shown ,
Page ,; that the ratio of precision as
calculated is 1: 10,000+ • that this plat was
prepared in accordance with G.S.47-30 as amended.
Witness my original signature, license number,
and seal this the 22nd day of
May , A.D. 2012.
SURV R
LICENSE NUMBER L-2507
aARp''pZI
SEAL
L 2W7
R.
CENTERLINE OF 30' PRIVATE EASEMENT
FOR ACCESS TO COMMUNITY AREA "B
58 - 113 : S 53'20'03"E 88.79'
' y
179 ,J 177 fl �0 ` j ��i
Shed
175
L f. �+ A
EXISTING i`� H + +
WELL fol 1� + E �
e EASEMENT 15' 173
/ '�4r SEPTIC 1 G j 1 t
EASEMENT 1721 ' @ Q j
(SHADED) I I
171�3 0�-
i IPS 170 i j/
141 4 169�
168
167,E------- '-�
DETAIL B NOT TO SCALE
15' Waterline Easement on Lot 5
7.5' Each Side
LINE BEARING DISTANCE
141 - K N 21'58'31 " E 214.26'(tie)
K - L S 58'47'08" W 110.50
MAP LEGEND
•
EIP
EXISTING IRON PIPE
a
EIS
EXISTING IRON STAKE
o
/Ps
IRON PIPE SET
®
ECM
EXISTING CONCRETE MONUMENT
A
EXNL
EXISTING NAIL
o
CNS
CONCRETE NAIL SET
o
PP
POWER POLE
o
CMP
COMPUTED POINT
X
X
FENCE
r///Zed
30' POWER LINE EASEMENT
South Wind Road
60' Private Easement
LINE BEARING DISTANCE
31 -
32
N
00'32'34"
E
71.02'
32 -
33
N
38'06'29"
W
23.43'
33 -
34
N
72' 16' 12"
W
31.26'
34 -
35
N
57'02'08"
W
30.63'
35 -
36
N
24'43'24"
W
27.14'
36 -
37
N
05' 13'40"
E
58.39'
37 -
38
N
21'32'55"
W
27.88'
38 -
39
N
46'09'56"
W
33.82'
39 -
40
N
66'07'34"
W
144.90'
40 -
41
N
63'29'36"
W
98,21'
41 -
42
N
54'41 '23"
W
80.67'
42 -
43
N
42' 37' 31 "
W
61.38'
43 -
44
N
32'27'57"
W
61.00'
44 -
45
N
24'47'23"
W
265.41'
45 -
46
N
21'21'32"
W
279.87'
46 -
47
N
19'21'55"
W
65.39'
47 -
48
N
08' 17'03"
W
33.42'
48 -
49
N
12'50'05"
E
32.72'
49 -
50
N
40'39' 13"
E
38.51 '
50 -
51
N
62' 17' 51 "
E
66.59'
51 -
52
N
68'42'56"
E
200.94'
52 -
53
N
71'26'55"
E
111.02'
53 -
54
N
82'58'06"
E
77.95'
54 -
55
S
87' 10'54"
E
60.73'
55 -
56
N
89'59' 18"
E
59.10'
56 -
57
N
82'48'20"
E
65.32'
57 -
58
N
73'33'51 "
E
55.12'
58 -
59
N
64'00'35"
E
40.45'
59 -
60
N
53'56'20"
E
47.25'
60 -
61
N
46'06'46"
E
56.17'
61 -
61 A
N
39'48'50"
E
22.19'
61A
- 62
N
39'48'50"
E
31.52'
62 -
63
N
32'23'48"
E
41.54'
63 -
64
N
27'34'20"
E
29.45'
64 -
65
N
44'07'39"
W
52.33'
65 -
66
N
24' 18'02"
W
167.18'
66 -
67
N
26'04'58"
W
139.25'
67 -
130
N
27'32'27"
W
140.42'
130 -
68
N
27'32'27"
W
65.05'
68 -
129
N
26'08'58"
W
95.18'
129 -
69
N
25'21'02"
W
152.26'
69 -
70
N
22'43'37"
W
62.98'
70 -
71
N
12'04'54"
W
43.67'
71 -
72
N
00'35'49"
E
37.83'
72 -
73
N
09'24'42"
E
29.66'
73 -
74
N
18'41'56"
E
36.15'
74 -
75
N
26'52'07"
E
30.87'
75 -
76
N
35'33'26"
E
55.77'
76 -
77
N
37'56'21 "
E
1 19.36'
77 -
78
N
43'26' 19"
E
47.73'
78 -
79
N
55' 11 '08"
E
38.73'
79 -
80
N
61'43' 14"
E
120.30'
80 -
138
N
59'36' 1 1 "
E
24.35'
138 -
81
N
59'36' 1 1 "
E
97.66'
81 -
82
N
54'23'21 "
E
97.51'
82 -
83
N
49' 17'48"
E
88.89'
83 -
84
N
39' 14'42"
E
72.9 1'
84 -
85
N
24'55'04"
E
78.96'
85 -
86
N
03'05'07"
E
80.31'
86 -
87
N
04'49' 16"
W
92.25'
87 -
88
N
06'39'32"
W
97.55'
88 -
89
N
14'10'38"
E
193.44'
89 -
90
N
15'32'44"
E
83.27'
30 - 31 N 84'42'35" W 445.23'(tie)
(� 30' Private Easement
LINE
BEARING
DISTANCE
64
- 150
N
65'40'15"
E
38.35'
150
- 151
N
73'38'50"
E
39.39'
151
- 152
N
8426'44"
E
45.52'
152
- 153
S
78' 1 1 '09"
E
61.49'
153
- 154
S
78' 14'31 "
E
19.22'
154
- 155
S
88' 14'30"
E
30.26'
155
- 156
N
78'58'56"
E
23.58'
156
- 157
N
63'47' 19"
E
27.9 1'
157
- 158
N
48'55'46"
E
30.19'
158
- 159
N
38' 19'52"
E
26.98'
159
- 160
N
29'41'57"
E
39.26'
160
- 161
N
23'46'02"
E
27.08'
161
- 162
N
1 1 *28'56"
E
40.25'
162
- 163
N
13'20'45"
E
40.14'
163
- 164
N
28'03'01 "
E
36.44'
164
- 165
N
41'01'42"
E
30.06'
165
- 166
N
53'09'40"
E
55.70'
166
- 167
N
56'59'34"
E
96.13'
167
- 168
N
45' 21 ' 48"
E
34.18'
168
- 169
N
34' 13'04"
E
29.55'
169
- 170
N
21'59'41 "
E
25.69'
170
- 171
N
06'59'09"
E
23.94'
171
- 172
N
02'28'51 "
W
30.08'
172
- 173
N
12'43' 18"
W
33.82'
173
- 174
N
43'32'05"
W
43.10'
174
- 175
N
46'08'59"
W
45.00'
175
- 176
N
42' 17'08"
W
55.85'
176
- 177
N
56' 17'08"
W
32.89'
177
- 178
N
70'38'58"
W
32,86'
178
- 179
S
86' 16'26"
W
36.05'
156
- 180
S
44'20'07"
E
36.77'
180
- 126
S
26'55'28"
E
23.45'
Community Area "B"
LINE
BEARING
DISTANCE
100
- 101
S
09' 43' 14"
W
59.58'
101
- 102
S
15'36' 16"
W
73.53'
102
- 103
S
43'28'45"
W
51.95'
103
- 104
S
63'44'20"
W
41.84'
104
- 105
N
85'00'52"
W
68.00'
105
- 106
N
50'39'07"
W
142.98'
106
- 107
N
38'47'33"
W
229.99'
107
- 108
N
51'36'31 "
W
1 12.35'
108
- 109
N
71' 16' 17"
W
136.58'
109
- 110
N
52' 30' 45"
W
46.42'
110
- ill
N
13' 18'58"
W
59.53'
111
- 112
N
42'41'19"
E
47.07'
112
- 113
N
8952' 1 1"
E
38.76'
113
- 114
S
71'41'46"
E
241.31'
114
- 99
S
51'08'51 "
E
58.79'
99
- 115
S
51'08'51 "
E
70.33'
115
- 116
S
63'44' 18"
E
253.70'
116
- 100
S
47'01'46"
E
90.33'
1. No Title Search was made by this Surveyor during
the course of this Survey.
2. This Surveyor does not certify to the existence or location
of any underground features (tanks, utilities, septic systems, etc.).
3. This property is subject to all easements of record affecting
subject property.
4. Jurisdiction and/or permanence of the features shown has been
determined by Chhatha4? County. Required buffers were measured
landward from the outer limit of jurisdiction. Chatham County's
Watershed Protection Ordinance provides descriptions of allowable
uses within protected buffer areas.
5. There were no NCGS monuments found within 2000 feet
of this parcel of land.
6. Areas shown were computed by the coordinate method.
7. Development or redevelopment of a subdivision lot or an individual
residential lot cumulatively exceeding 20,000 square feet of land
shall comply with Section 165.045(E) (d) and (e) [formerly
Section 400(5) (d) and (e)] of the Chatham County Stormwater
Ordinance.
8. The 60' Private Right Of Way recorded in Plot Slide 2012-31 is
to be extinguished.
9. REFERENCE. Deed Book 692 Page 126, Deed Book 642, Page 225
Deed Book 1421 Page 268, Deed Book 1621 Page 1002
Plat Slide 94-179, Plot Slide 2008-310
Plat Slide 2012-31
Parcel #79713 P.I.N. 9704-01-3868
Parcel #87479 P.I.N. 9704-00-8419
Parcel #69684 P.I.N. 9703-08-5866
Parcel #10569 P.I.N. 8794-90-9478
a o►01 -9/