20140704 Ver 2_Conservation Easements_20150515

I, 1 REVIEW OFFICER OF
JOHNST ­COUNT)'- CE-JR THE AMP OR PLAT TO
WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY
REQUIREMENTS FOR RECORDING.
's+a.4 a 0 1t--Aor+4NC Carolina, 73-,0jns4o n Cokni-y
1
FILED FOR REGISTRATION ce mbCi A2
2014. !L :}SAM
PLAT CABINET _!8C, PAGE 454_ .
&0.� R oe;wt-
RE`Gf57ER OF DEEDS
JOHNSTON COUNTY
/ I
c-' 1
O
• • • :'�• •
LEGEND
R/W = RIGHT OF WAY
C/L = CENTERLINE
• = NEW IRON STAKE
E7P = EXISTING IRON PFE
EAX = EXISTING AXLE
RND = RIGHT -OF -WAY DISK
O = NO POINT SET
PP = POWER POLE
GW = GUY WIRE
= TIE LINE
(CC) = CONTROL CORNER
DOB = DELAPIDATED WOO BUILDOW
NCGSM = NC GRID SURVEY MONNAAIENT
-E- = ELEC7R/CAL LINE
O -I-- TELEPHONE LINE
Q L -27 ZZ- = NOT TO SCALE
T - = ADJOINING PROPERTY LAE
-x- = WIRE FENCE
= EASEMENT LINE
/ EASEMENT & BOUA04RY LAC
-o-- CHMN -LINK' FENCE
PAUL H. HOWARD, JR.
/ DEBW EDWARDS HONIAIW7
/ DB 4398 PG 291
9
.Ile
AREA S /1.
17
1s
\ \� 12
11
�0
SOURCES OF TITLE �6�ti \ \\!\ \ O
AREA 1 & 2 - DB 4398, PG 291 F� \ l\\ 6
AREA 3 - DB 4197, PG 252 A��j rO.� \ \\ \ \s 5 O
� tiffs\ �� �
-- ,
ACREAGE DATA N. \\
(BY COMPUTER) \L-
AREA 1 = 24.198 ACI EXCL. R/b'
AREA 2 = 6.953 ACt INCL. R/W
AREA 3 = 0.481 AC-- INCL. R/W L'
TOTAL = 31.632 ACI INCL. R/W ,ZZ
NCGSM 'CREECH 1972"
N- 674,828.1418'
E-2,208,506.0128'
(MAD 83/2011)
THE BUFFALO BRANCH SITE
FOR
EBX -NEUSE 1, LLC.
SELMA TOWNSHIP OCTOBER 20, 2014
JOHNSTON COUNTY, NC 1" = 150'
150' 75' 0 150' 300'
GRAPHIC SCALE
PAUL H. HOWARD,
DEBBIE EDNARDS HN
DB 4398, PG 2
EASEMENT CORNER COORDINATE TABLE
(COORDINATES ARE GROUND COORDINATES
LINE TABLE
NORTHING
FASTING
1
675,582.7387'
2,210,457.6496'
2
675,608.0082'
2,210,421.6457'
3
675,637.8206'
2,210,379.2596'
4
675,666.8976'
2,210,337.5632'
5
675,694.6275'
2,210,2978673'
6
675,723.3136'
2,210,256.3694'
7
675,751.5648'
2,210,215.2496'
8
675,780.1532'
2,210,173.0831'
9
675,807.1410'
2,210,133.0944'
10
675,835.0689'
2,210,091.7814'
11
675,863.7129'
2,210,048.9737'
12
675,892.6786'
2,210,005.3462'
13
675,920.4637'
2,209,962.6989'
14
675,948.3860'
2,209,918.3405'
15
675,974.8761'
2,209,874.5148'
16
676,001.0939'
2,209,829.0456'
17
676,025.9760'
2,209,784.3354'
18
676,049.8933'
2,209,739.8603'
19
676,072.3954'
2,209,696.9137
20
676,096.1684'
2,209,650.0012'
21
676,117.6683'
2,209,606.5961'
22
676,135.5781'
2,209,568.7511'
23
676,200.5056'
2,209,537.6886'
24
676,341.5085'
2,209,566.9246'
25
676,551.0076'
2,209,611.6692'
26
676,506.6986'
2,209,781.552 1 '
27
676,971.690J'
2,209,92J.3914'
28
676,975.4486'
2,210,071.1354'
29
676,760.1708'
2,210,313.4966'
30
676,519.1986'
2,210,566.9688'
31
675,9879486'
2,210,596.8299'
32
675,8275319'
2,210,9676632'
33
675,800.3389'
2,211,052.7389'
34
675,628.6998'
2,210,966.9256'
35
675,464.5108'
2,210,885.2140'
36
675,584.7491 '
2,210,641.6951'
37
675,536.3469'
2,210,618.9964'
38
675,625.8907'
2,210,487.7133'
39
675,478.J181'
2,210,993.6576'
40
675,733.7109'
2,211,120.1554'
41
675,666.3527'
2,211,297.6788'
42
675,698.0929'
2,211,423.6184'
43
675,825.1762'
2,211,600.0073'
44
675,922.3985'
2,211,840.9795'
45
676,034.2040'
2,211,845.1461'
46
676,372.3985'
2,211,915.2850'
47
676,415.4540'
2,211,983.3406'
48
676,460.2285'
2,212,085.5311'
49
676,464.7596'
2,212,322.9239'
50
676,533.2207'
2,212,416.3363'
51
676,341.8351 '
2,212,339.5273'
52
676,290.5825'
2,212,319.1293'
53
676,278.6485'
2,212,081.2573'
54
676,116.1485'
2,212,053.4795'
55
675,848.7874'
2,211,963.8961'
56
675,775.1762'
2,211,872.2295'
57
675,686.2874'
2,211,722.2295'
58
675,553.9860'
2,211,520.0236'
59
675,463.8350'
2,211,328.4239'
60
1675,4 51.5515'
2,211,246.3182'
61
675,465.7746'
2,211,062.0652'
(COORDINATES ARE GROUND COORDINATES
LINE TABLE
LINE
BEARING
LENGTH
L -1
N 5456'12" W
4.399
L -2
N 545245" W
51.82
L -3
N 55'06'36" W
50.83
L -4
N 55'03'48" W
48.42
L -5
N 55'1956" W
50.43
L -6
N 55'31'20" W
49.91
L -7
N 55'51'47" W
50.94
L -8
N 55'59'07" W
48.24
L -9
N 5556'28* W
49.87
L -10
N 56'12'44 * W
51.51
L -11
N 5625'07" W
52.37
L -12
N 565455 " W
50.90
L -13
N 57'48 39" W
52.41
L -14
N 58'50'58" W
51.21
L -15
N 60`01'55* W
52.49
L -16
N 60'54'11" W
51.17
L -17
N 61'43'48" W
50.50
L -18
N 62'20'5 1 " W
48.48
L -19
N 63'0735" W
52.59
L -20
N 6X38'58' W
48.44
L -21
N 64'40 28" W
41.87
L -22
N 25'34'02" W
71.98
L -23
N 11'42 50" E
144.00
L -24
N 12'03'22" E
214.22
L -25
S 75'22 54" E
175.57
L -26
N 16'5749" E
486.14
L -27
N 88'32'34" E
147.79
L -28
S 4823'13" E
324.17
L -29
S 46'26 53" E
349.74
L -30
S 03' 13'02" E
532.09
L -31
S 66'3627" E
404.04
L -32
S 72'16'28" E
89.32
L -33
N 63'43'19" W
271.59
L -34
S 25'07'29" W
53.46
L -35
N 5542'12" W
158.91
L -36
S 34'5 1 '53" W
52.59
L -37
N 82'4438" E
109.32'
L -38
N 26'20'58" E
285.00'
L -39
S 69'13'18" E
189.87
L -40
N 75'51'16" E
129.88
L -41
N 54'13'42" E
217.40
L -42
N 68'01 41 " E
259.85
L -43
N 02'08'03" E
111.88
L -44
N 11'43'00" E
345.39
L -45
N 57'40'49" E
80.53
L -46
N 66'20 22" E
111.57
L -47
S 65'0031 " E
280.23
L -48
S 21'42'07" W
55.16
L -49
S 87'07'40' W
238.17
L -50
S 09'42'01 " W
164.86
L -51
S 18'31 27" W
281.97
L -52
S 51'14'04" W
117.56
L -53
S 59'20'58" W
174.36
L -54
S 5648'13" W
241.64
L -55
S 64'48'08" W
211.75
L -56
S 81 *2929" W
83.02
L -57
N 85'35'09" W
184.80
L -58
N 79'3634" W
69.55
L -59
N 88'54 24" E
237.44
L -60
N 53'4546" E
115.81
L -61
S 2 1 *52'02" W
206.22
L -82
N 140' E 1
2092,44'_
w0firry AMP
(NOT TO SCALE)
CURVE TABLE
CURVE
DELTA ANGLE
I RADIUS
ARC LENGTH
TANGENT
CHORD BEARING -
CHORD DISTANCE
C -1
191.90
113765.00
191.90
1 95.95
S '48" W
191.90
C -2
183.40
1 10410.00
183.40
1 91.70
S 2627*29*
183.40
PAUL H. HOWARD, JR.
\
DEBBIE EDWARDS HOWARD
DB 4197, PG 252
\ CONSERVATION
` \ , EASEMENT
AREA 3
\ 8 �i
4
PAUL H. HOWARD, JR.
DEBBIE EDWARDS HONAPD
DB 4398, PG 291 j
r".. , i." �� �� Vii► i" P Mr
r
r�r
r rls
RELATIVE TO NCGSM -CREECH 1972' r r #v
-/ ,
NC GEODEW SURVEY
REFERENCE TABLE
FROM: AVERY 1972"
70: CREECH 1972'
Na674,597 7617'
N =674,828.1418'
E-2,205,419.5098'
E =2,208,506.0128'
GRID BEARING
GRID DISTANCE
N 85'43'53' E
3095.09' (CRiD)
/
/ W
31
EAX (CC) `�M^
/
O1 /
I
PAUL H. HOWARD, JR. O 1.000 ERVAT�N /A8
/ DiEBBE EDWARDS HOWARD
DB 4398, PG 291 / r EASEMENT�� 1, CHRISTOPHER K. PADER/CK, PROFEsso" AL LAND sURVEMR
AREA 2 �/ V' CATEGGORY. AN EXCEPTION 70 HEDERNI OF
42 Ile / / O SUBOIV/SION.
40 Aid
Ae
41 L -4189
Ole
STATE OF NORTH CAROLINA JOHNSTON COUNTY
CHRISTOPHER K. PADERICK CERTIFY THAT Tfa
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
.e(� GAR©, ��� *ir SURVEY MADE UNDER MY SUPERVISION, (DEED DESCRIPTION
� ,�� ,,+""°`'h. /F 'sue RECORDED IN *1AP d DEED BOOKS NOTED), THAT THE
/�� `� `� BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
/ 0�s �" ^• FROM INFORM477ON REFERENCED HEREON, THAT THE RATIO
OF PRECISION AS CALCULATED IS 1: 10,000+; THAT THIS PUT
4�A
♦...` r ; r- 6`..tt'1�'; WAS PREPARED IN ACCORDANCE WITH G.S. 47 -30 AS
6t L -57 O L -56 O • S'�; AMENDED. WITNESS MY OR1GlNAt SIGNATURE; R£GISTRATXIN
r; �� 1; NUMBER AND SEAL THIS 20TH DAY OF OCM= , A.D.,
•- : /
�- HOWARD RD.
NCSR 1937
80' PUBUC R/W (SOIL)
A107 :
1. COMBINED FACTOR IS 0.9998856.
2. ALL DISTANCES ARE HORIZONTAL GROUND
MEASUREMENTS IN FEET & DECIMALS THEREOF,
UNLESS OTHERWISE NOTED.
J. ACCESS TO EASEMENT SHALL BE THROUGH
NEIGHBORING TRACTS.
2014
L -4189