20080229 Ver 2_Site Plan_20150206

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I, JOHN R. PICKENS, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION FROM
DEED DESCRIPTION RECORDED IN BOOK AND PAGES SHOWN_; THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICAT�D AND DRAWN FROM
INFORMATION FOUND IN BOOK AND PAGE AS SHOWN - -; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1: 10000 ±; AND THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47 -30 AS AMENDED. WITNESS MY
ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS
- -- D Y 0 - - - - -- A.D. 20JI15 ���� °�� CA„ 9
JO R. PICKEN PLS L -3297 v ��
L
L-3297 I
C7®
I HEREBY CERTIFY THAT THIS PLAT IS OF THE FOLLOWING TYPE: ®'A
SURVEY IS OF ANOTHER
P AR CATEGORY,
S, A COURT- ���8® Y�np�4�®®®�®
ORDERED SURVEY, OR OT R EXCEPTION TO THE DEFINITION OF
SU SIO . ZL�
JO R. PICKENS PLS L -3297
CERTIFICATE OF OWNER
THE UNDERSIGNED OWNER OF THIS PROPERTY LYING WITHIN THE
ATTACHED PLAT AND SUBDIVISION HEREBY CERTIFIES THAT
---------- -- ----- -- - - -- ORDERED THE WORK OF SURVEYING
AND PLATTING TO BE DONE AND THAT ALL PUBLIC STREETS,
ALLEYS, EASEMENTS AND OTHER OPEN SPACES SO DESIGNATED
UPON SAID PLAT ARE HEREBY DEDICATED FOR SUCH USE AND
THAT ALL PUBLIC AND PRIVATE EASEMENTS SHOWN UPON SAID
PLAT ARE HEREBY GRANTED FOR THE USES AS STIPULATED.
------------------------ - - - - -- (SEAL)
SEAL)
STATE OF
COUNTY OF
EET 1
I CERTIFY THAT THEY FOLLOWING PERSON(S) PERSONALLY APPEARED BEFORE ME THIS DAY, EACH
ACKNOWLEDGING TO ME THAT HE OR SHE VOLUNTARILY SIGNED THE FOREGOING DOCUMENT FOR THE PURPO<'E
STATED THEREIN AND IN THE CAPACITY INDICATED:-----------------------------
DATE:------------ - - - - -- 2015
LONDON LANE
30° PUBLIC R /W-
EET 5
PRINTED NAME:-------- -- - -- --, NOTARY PUBLIC
MY COMMISSION EXPIRES:---------------- - - - --- LEGEND
EDMUND r
0
SHEET 2
EET 3
SHEET 4
TOTAL
CONSERVATION
EASEMENT AREA
STREAM AND NEUSE BUFFER
RESTORATION AREA
ADDITIONAL NEUSE BUFFER
RESTORATION AREA
A: 2.90 ACRES
A:
2.19 ACRES
A1:
0.20 ACRES
8,555 SF
A2:
0.06 ACRES
2,751 SF
A3:
0.45 ACRES
19,676 SF
B: 7.29 ACRES
B:
5.98 ACRES
B1:
0.02 ACRES
1,027 SF
B2:
0.01 ACRES
312 SF
B3:
0.01 ACRES
380 SF
B4:
0.48 ACRES
20,774 SF
B5:
0.43 ACRES
18,614 SF
B6:
0.05 ACRES
2,326 SF
B7:
0.31 ACRES
13,570 SF
C: 4.16 ACRES
C:
3.41 ACRES
Cl:
0.12 ACRES
5,182 SF
C2:
0.03 ACRES
1,314 SF
C3:
0.05 ACRES
2,290 SF
C4:
0.55 ACRES
23,864 SF
D: 0.90 ACRES
D:
0.76 ACRES
D1:
0.06 ACRES
2,793 SF
D2:
0.08 ACRES
3,541 SF
E: 1.48 ACRES
E:
1.26 ACRES
E1:
0.00 ACRES
71 SF
E2:
0.01 ACRES
260 SF
E3:
0.06 ACRES
2782 SF
E4:
0.08 ACRES
3,365 SF
E5:
0.00 ACRES
175 SF
E6:
0.07 ACRES
3,042 SF
F: 1.34 ACRES
F:
0.93 ACRES
F1:
0.31 ACRES
13,612 SF
F2:
0.10 ACRES
4,151 SF
I: 1.04 ACRES
I:
0.83 ACRES
11:
0.11 ACRES
4,784 SF
12:
0.10 ACRES
4,230 SF
19.11 ACRES
15.36 ACRES
3.75 ACRES
O EXISTING IRON PIPE
EXISTING CONCRETE MONUMENT
A CALCULATED POINT
1. THIS IS A SURVEY OF AN EXISTING PARCEL(S) OF LAND. THIS IS
BASED ON A CONSERVATION EASEMENT PROPERTY SURVEY FOR
LATTA- EARTHMARK PREPARED BY ALOIS CALLEMYN, NC
PROFESSIONAL LAND SURVEYOR L -2544 RECORDED 12 -28 -2007
IN ORANGE COUNTY, NC REGISTER OF DEEDS, PB 103, PG. 25.
2. BEARINGS FOR THIS SURVEY ARE BASED ON PB 103, PG. 26 OF
THE ORANGE COUNTY REGISTER OF DEEDS.
3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
4. AREA BY COORDINATE GEOMETRY.
5. FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL
FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE "X" AS DEFINED
BY F.E.M.A F.I.R.M COMMUNITY PANEL #3710987600J DATED
FEBRUARY 2, 2007.
6. REFERENCES: PB 103, PG. 26
OF THE ORANGE COUNTY REGISTRY.

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LINE TABLE A
LINE
j BEARING
j DISTANCE
TANGENT
ARC LENGTH
DELTA ANGLE
TANGENT
DC3
56.07'
52.33
CURVE TABLE A
CURVE RADIUS ARC LENGTH
CHORD BEARING CHORD LENGTH
DELTA ANGLE
TANGENT
ARC LENGTH
DELTA ANGLE
TANGENT
LINE TABLE
6
LINE
BEARING
DISTANCE
ARC LENGTH
DELTA ANGLE
TANGENT
DC3
56.07'
52.33
DC4
90.011
54.91
Bll
N 7757-24" W
6.51']
LINE TABLE D
LINE
BEARING
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
TANGENT
DC3
56.07'
LINE TABLE D
LINE
BEARING
DISTANCE
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
TANGENT
DC3
56.07'
52.33
AREA 'E1
71 SF
N/F
STEPHEN F KELLY
DB 1053. PG. 451
P8 50. PG. 47
P|N:0870476274
LINE TABLE AA
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
TANGENT
DC3
56.07'
52.33
DC4
90.011
54.91
AREA 'E1
71 SF
N/F
STEPHEN F KELLY
DB 1053. PG. 451
P8 50. PG. 47
P|N:0870476274
LINE TABLE AA
LINE
BEARING
DISTANCE
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
TANGENT
CURVE TABLE AA
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
TANGENT
LINE TABLE BB
LINE
BEARING
DISTANCE
CHORD BEARING
-DD
CHORD LENGTH
DELTA ANGLE
__j
TANGEN'—
| HEREBY CERTIFY THAT THIS PLAT B OF THE FOLLOWING TYPE
G.S. 47-30 THIS SURVEY IS OF ANOTHER CATEGORY,
SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT—
ORDERED SURVEY, OR 0T7EX�PTIUN T0 THE DEFINITION OF
N/F 3/042 SF
�U]\3N A LATT� &: SONS 81}7 AC — EXISTING — CONCRETE MONUMENT
| A CALCULATED POINT
| DB 1019, PC. 159
CURVE TABLE
CURVE
I RADIUS
ARC LENGTH
CHORD BEARING
-DD
CHORD LENGTH
DELTA ANGLE
__j
TANGEN'—
30 0 15 30 60
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LINE TABLE
E
LINE
BEARING
DISTANCE
CHORD LENGTH
DELTA ANGLE
TANGE'."ff
CURVE TABLE E
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
TANGE'."ff
LINE TABLE Z
LINE
BEARING
DISTANCE
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
TANGI---.iqT
CURVE TABLE Z
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
TANGI---.iqT
0,
in
| HEREBY CERTIFY THAT THIS PLAT IS OF THE FOLLOWING TYPE:
G.S. 47-30 (/)(11)(d). THIS SURVEY IS OF ANOTHER CATEG0RY,
SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT—
ORDERED SURVEY, 0R O |�0N OF
\ J0WNR. P|CKENS PLS L-3297
STING IRON PIPE
STING CONCRETE MONUMENT
LCULATED POINT
IIATE: 2015-01-TI

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LINE TABLE G
LINE BEARING DISTANCE
ci N 49 °18'01" E 49.67'
G2 N 26 °03'23" E 148.39'
G3 S 14*55'19" W 5.11'
Gil S 10*43'00" E 3.91'
G12 S 68'57'45" W 4.37'
G13 S 64o28900' W 7.849
G14 S 28*06'07" W 8.07'
G15 S 18*50'42" W 8.07'
G16 S 14'02'32" W 4.80'
G17 S 82*48'00" W 2.81'
C-21 S 5-7'23'00" W 7. 5, 6'
CURVE TABLE G
CURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH DELTA ANGLE TANGENT
GC1 72.07' 20.68' S 48 °03'11" W 20.61' 16-26-32- 10.41'
GC2 82.51' 26.86' S 31 °40'07" W 26.74' 18-39'07- 13.55'
GC3 71.01' 29.15' S 45*32'08" W 28,95' 23*31'25" 14.78'
GC4 98.85' 31.08' S 01'08' 18" w 30.95' 18*00'53" 15.67'
GC5 89.86' 33.39' S 03 °51'18" W 33.20' 21 °17'20" 16.89'
GC6 98.92' 22.73' S 71-22-13- W 22.68' 13'09'56" 11.42'
LINE TABLE H
LINE BEARING DISTANCE
Hl N 26'03'23" E 204.14'
H2 S 87*13"09" E 16.37"
H3 S 54°52'21 " E 34.13'
CURVE TABLE H
CURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH DELTA ANGLE TANGEi
HCl 58.38' 112.13' S 43* 18'28" W 95.68' 111702'31 " 83.45'
HC2 63.97' 93.33' S 30*12'04" W 85.27' 83*35'35" 57.19'
HC3 69.05' 32.41' S 52'18'12" W 32.11' 26*53'38" 16.51'
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CURVE TABLE I
LINE
BEARING
DISTANCE
CHORD LENGTH
DELTA ANGLE
TANGEN7
TANGEN7
CURVE TABLE I
CURVE
RADIUS ARC LENGTH
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
TANGEN7
TANGEN7
LINE TABLE J
LINE
BEARING
DISTANCE
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
TANGEN7
LINE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
TANGEN7
LINE TABLE
K
LINE
BEARING
DISTANCE
I CHORD LENGTH
DELTA ANGLE
TANGEN!
CURVE TABLE K
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
I CHORD LENGTH
DELTA ANGLE
TANGEN!
AREA, 'C3'
2,290 SF
0.05 AC
'
~
~
AREA 'B1'
1,0%27 SF
0.02 AC
N 434749^ E
15.17'
16.37'
GRAPHIC SCALE
N/F
MILTON A LATlA & SONS
DB 1019. P8. 159
P|N:9878493833
AREA 'B2'
312 SF-\.
0.01 AC
AREA 'B3
380 3F-
0.U1 AC
15.66'
S 51'49'13"VV
�
VK AREA 'B7'
-^`-13,513 SF
� [i3Y AC
N/F
MILTON A LATTA 8x- SONS
DB 1019. PG' 159
P|N:9875483033
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LEGEND
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EXISTING IRON PIPE
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A CALCULATED POINT
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G.S. 47-30 (f)(11)(d). THIS SURVEY IS OF ANOTHER CATEGORY'
SUCH AS THE RECOMBINATION OF EXISTING PARCELS.. A COURT—
ORDERED SURVEY OR �
ON T0 THE DE] OF
SU@D|V�|ON.xy /'] /� �/.~~~—� / 11
CURVE
LINE TABLE
X
LINE
CHORD LENGTH
BEARING
TANGENT
DISTANCE
WW
RC2
93.09'
43.06'
S 41*38'12" d—
42,67'
26'30'03"
21.92'—
S 77*08'31" W
16.84'
ER17
X-O
41
8
N
49*06'02"
E
18.00'
EX2
X46
5438'58" W
412.36'
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| HEREBY CERTIFY THAT THIS PLAT IS OF THE F0LL2W|NG TYPE
G.S. 47-30 (f)(11)(d). THIS SURVEY IS OF ANOTHER CATEGORY'
SUCH AS THE RECOMBINATION OF EXISTING PARCELS.. A COURT—
ORDERED SURVEY OR �
ON T0 THE DE] OF
SU@D|V�|ON.xy /'] /� �/.~~~—� / 11
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AREA 'B7'
13,570 SIF
0.31 AC
SONS
DB 1019' PO. 159
LINE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD BEAF: NG
CHORD LENGTH
DELTA ANGLE
TANGENT
WW
RC2
93.09'
43.06'
S 41*38'12" d—
42,67'
26'30'03"
21.92'—
S 77*08'31" W
16.84'
ER17
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41
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AREA 'B7'
13,570 SIF
0.31 AC
SONS
DB 1019' PO. 159
LINE TABLE
R
LINE
BEARING
DISTANCE
I CHORD LENGTH
DELTA ANGLE
TANGEN
WW
RC2
93.09'
43.06'
S 41*38'12" d—
42,67'
26'30'03"
21.92'—
S 77*08'31" W
16.84'
ER17
/ ODA
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20.03' `N�
N 35'31'31~ E '
LEGEND
@@ EXISTING IRON PIPE
all EXISTING CONCRETE MONUMENT
A CALCULATED POINT
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CURVE TABLE R
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
I CHORD LENGTH
DELTA ANGLE
TANGEN
WW
RC2
93.09'
43.06'
S 41*38'12" d—
42,67'
26'30'03"
21.92'—

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LINE TABLE S
LINE
BEARING_
DISTANCE
S1
N 34 °27'57 E
82.12'
nn
n nr_o�Ncn" r
a nn nn9
I CURVE TAE LE S I
CURVE
RADIUS
ARC LENGTH
CHORD BEARI:`k,3
CHORD LENGTH
DELTA ANGLE
TANGENT
SC1
47.41'
10.65'
S 52°48'29" PW
10.63'
12 °52'21"
5.35'
1 HEREBY CERTIFY THAT THIS PLAT IS OF THE FOLLOWING TYPE:
G.S. 47 -30 (f)(11)(d). THIS SURVEY IS OF ANOTHER CATEGORY,
SUCH AS THE RECOMBINhTION OF EXISTING PARCELS, A COURT-
N 35'31'31" E

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LINE TABLE
L
LINE
BEARING
DISTANCE
L1
N 52'19'20" E
48.34'
12
N 59 °27'58" W
284.36'
L3
N 49 °44'29" W
74.25'
L4
N 10 °14'25" W
119.40'
L5
N 70'21'53" W
118.52'
L6
I N 44 °30'33" W
80.89'
L7
N 08 °22'20" W
114.59'
L8
N 77"11'13" W
106.03'
L9
N 44 °30'33" W
97.74'
L11
N 79 °31'01" W
146.22'
L12
N 34 °50'19" W
96.11'
L13
N 79'37'14" E
28.40'
L15
S 59 °35' 14" E
26.28'
L19
S 39 °31'16" E
21.57'
122
S 06 °55'36" W
23.60'
1 97
°
C 7(J° 77' 9 1'.,, C
J ° .�° 1J
1 n 37a
0. v
L28
S 73`05'23 E
31.38'
L29
I S 79'39'42" E
31.77'
L30
S 7623'17" E
14.07'
L31
S 26 °42'49" E
5.97'
1-32
S 04 °40'27" W
6.34'
L37
S 39 °58'42" E
18.42'
L38
S 51 °06'55" E
7.49'
L41
I S 83 °20'45" E
6.82'
L46
S 76 °34'41 " E
17.33'
L47
S 27°02'06" E
14.98'
L48
S 09 °39'41 " E
5.95'
1 A
AQJ
C 11 °77'1 A" E
J i t JJ I T
F7 n9°
an.J
L50
S 23°57'50" E
21.70'
L51
S 19 °30'29" E
16.10'
L52
S 25'30'14" E
9.79'
L53
S 45 °45'18" E
32.66'
I HEREBY CERTIFY THAT THIS PLAT IS OF THE FOLLOWING TYPE:
G.S. 47 -30 (f)(11)(d). THIS SURVEY IS OF ANOTHER CATEGORY,
SUCH AS THE RECOMBINATION OF EXISTING PARCELS, A COURT -
ORDERED SURVEY, OR!4ER EXCEPTION TO THE DEFINITION OF
A/ 59° l/
S3 p3aa
/A5
- �1'3°
N/F
MILTON A LATTA & SO4's:S
DB 1019, PG. 159
PIN:9876493633
CURVE TABLE L
CURVE
TRADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
TANGENT
LC1
98.26'
61.05'
S 36 °04'49" E
60.07'
35'35'44"
31.54'
LC2
( 28.27'
I 12.32'
S 52 °01'05" E
12.22'
24 °57'29"
6.26'
LC3
167.87'
61.36'
S 71 °25'48" E
61.02'
20'56'31"
31.03' j
LC4
65.38'
34.39'
S 31 °19'12" E
34.00'
30 °08'33"
17.60' 1
LC5
79.94'
40.95'
S 65 °13'57" E
40.50'
29 °20'56"
20.93'
LC6
58.94'
17.23'
S 08'13'32" E
17.17'
16'44'52"
8.68'
LC7
80.25'
61.48'
S 13 °35'46" E
59.99'
43 °53'39"
32.34' j
LC8
63.68'
41.69'
S 50° 15'29" E
40.95'
37 °30'37"
21.62'
LC9
13.73'
9.90'
S 63° 19'44" E
9.68'
41 ° 18'21 "
5.17'
LC 10
41.32'
24.75'
S 1949'42" E
24.38'
34° 19'11 "
12.76'
LC11
67.68'
41.04'
S 39'43'34" E
40.41'
34 °44'19"
21.17'
LC12
145.71'
57.71'
S 68 °37'13" E
57.33'
22'41'32"
29.24'
LC13
351.72'
39.31'
S 74'23'24" E
39.29'
6`24'! 1"
19.67'
LC14
104.74'
32.97'
S 82'06'13" E
32.83'
18 °02'04"
16.62'
LC15
31.97'
14.48'
S 39 °36'15" E
14.35'
25 °56'24"
7.36'
LC16
49.26'
26.23'
S 60'42'53" E
25.93'
30'30'51"
13.44' j
LC17
114.42'
66.82'
S 76 °36'45" E
65.88'
33 °27'38"
34.39'
LC18
61.13'
48.81'
S 36°32'16" W
47.52'
45 °44'48"
25.79'
LC19
65.05'
40.55'
S 78 °44'16" W
39.90'
35 °42'59"
20.96' j
LC20
49.77'
13.65'
S 71 °33'40" E
13.61'
15 °42'47"
6.87' j
LC21
204.19'
45.07'
S 77°55'15" E
44.97'
12'38'43"
22.62'
LC22
36.63'
16.18'
S 07'52'49" E
16.05'
25'18'39"
8.22'
LC23
71.37'
36.20'
S 09'51'40" E
35.81'
29'03'43"
18.50
LC24
107.38'
43.25'
S 41'22'09" E
42.95'
23 °04'33"
21.92'
i 2
232.52'
75.19'
S 2826'30" E
74.86'
18`31'38"
37.93 j
LC26
172.17'
24.23'
S 5652'49" E
24.21'
8'03'42"
12.13'
LC27
83.97'
34.31'
S 77°03'42" E
34.08'
23 °24'45"
17.40'
LC28
204.71'
54.69'
S 40 °23'55" E
54.53'
15 °18'25" d
27.51' j
N R. PICKENS PLS L -3297
S
9
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P
LINE
BEARING
DISTANCE
P1
N 79 °37'14" E
94.14'
P2
S 34`50'20" E
136.29'
P3
S 45'21'50" E
248.62'
P4
S 08 °01'01" E
117.26'
P5
S 69'53'03" E
121.38'
P6
S 42°32'39" E
72.24'
P7
S 16 °42'55" E
121.51'
P8
S 81"18'22" E
100.04'
P9
S 42 °32'31 " E
138.28'
P10
S 85 °25'50" E
91.18'
P11
S 79 °21'10" W
14.03'
P12
S 89 °50'35" W
51.85'
P13
N 84'31'08" W
24.94'
P14
N 60 °09'43" W
14.94'
P15
N 74!30'19" W
19.33'
P16
N 20'08'42" W
96.90'
P17
N 44°59'24" W
_56.68'
45.72'
P18
N 21 °36'22" W
17.84'
P19
N 73 °51'11" W
24.97'
P20
N 26-13'06- W
24.66'
P21
N 73 °07'47' W
17.15'
CURVE TABLE P
CURVE
RADIUS
ARC LENGTH
CHORD BEARING
CHORD LENGTH
DELTA ANGLE
TANGENT
P%1
114.80'
TP 7 a
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N 't/ �`t L"fi W
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30.57'
18'19'54"
18.52'
PC2
133.27'
121.69'
N 54°38'40" W
117.50'
52'19'05"
65.46'
PC3
324.63'
48.07'
N 77'08'47" W
48.03'
8 °29'03"
24.08'
PC4
175.96'
136.63'
N 27'39'13" W
133.22'
44°29'1 4"
71.97'
PC5
179.06'
88.44'
N 73 °53' 10" W
87.55'
28° 17'59"
45.14'
PC6
169.72'
151.89'
N 22'57'37" W
146.87'
51 ° 16'41 "
81.46'
PC7
215.35'
96.90'
N 73'51'57" W
96.08'
25 °46'48"
49.28'
PC8
205.59'
56.14'
N 02"14'15" W
55.97'
15 °38'46"
28.25'
PC9
116.74'
106.55'
N 34°03'24" W
102.89'
52° 17'48"
57.31 '
PC10
266.09'
91.22'
1 N 74°40'43" W
90.77'
19 °38'29"
46.06'
N/F
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