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NATIONAL GYPSUM COMPANY
D.B. 1029 PG. 639
TRACTA
up-
S. I EXISTING CHAIN LINK FENCE
N 05°31'13" E 1201.93'
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NIC GRID COORDINATE (NAD 1983)
N= 155329.06
E= 2319451.51
LEGEND
• = POWER POLE
-- = DRAINAGE FLOW DIRECTION
E.I.P. = EXISTING IRON PIPE
E.I. = EXISTING IRON
E.C.M. = EXISTING CONCRETE MONUMENT
RIW = RIGHT OF WAY
C.P. = COMPUTED POINT
PROPERTY LINE
PROOSED SILT FENCE sF
COMPUTED PROPERTY LINE —
I SAV4 � MAI I;
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STANFIELD PROPERTIES LLC
D.B. 5198 PG. 2637
TRACT 2
STANFIELD
•" �--'"" �.'�� ...-bc D.B. 5196 PG. 26::,
TRACT 1
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TREE TABLE
Point Number
Description
Point Number
Point Number Description
4
12"
PINE
26
12"
PINE
48
8"
OAK
_
5
12"
PINE
27
9"
OAK
49
9"
PAK
_
7
15"
PINE
28
14"
PINE
50
15"
PINE
8
10"
OAK
29
9"
OAK
51
13"
PINE
9
15"
PINE
30
10"
OAK:
52
13"
PINE
10
12"
PINE
31
8"
OAK
53
12"
PINE
11
8"
OAK
32
11"
OAK
54
10"
OAK
12
10"
OAK
33
8"
OAK'
55
13"
PINE
13
8"
OAK
34
12"
PINE'
56
8"
OAK
14
8"
OAK
35
8"
OAK
57
8"
OAK
15
9"
OAK
36
14"
PINE
58
16"
OAK
16
14"
PINE
37
10"
PINE
59
9"
OAK
17
15"
OAK
38'
13"
PINE
60
13"
PINE
_!
18
12"
OAK
39
11"
PINE
61
12"
PINE
_
19
12"
PINE
40
9"
PINE
62
15"
PINE
20
14"
PINE
41
13"
PINE
63
15"
PINE
21
8"
OAK
42
13"
PINE
64
9"
OAK
22
17"
OAK
43
10"
OAK
65
10"
OAK
T 23
8"
OAK
44
8"
OAK'
66
8"
OAK,
24
9"
OAK
45
9"
OAK
67
9"
OAK
25
8"
OAK
46
9"
OAK
68
10"
OAK
Point Number'
Description
69
8" OAKI
70I
8" OAK'
71'
10" OAK'
72'
10" OAKI
73
14" PINE
74
18" PINE'
75
18" PINE!
76
14" PINE"
77
12" PINE
78;
10" OAK'
79
9" OAK
80
17" PINED
81'
10" OAK'
82''
13" PINE
84
8" OAK
85
14" OAK
87
9" OAK!
88
8" OAK'
89
8" OAK
NOTES:
1. SURVEYED IN JANUARY OF 2018.
2. ALL DISTANCES ARE HORIZONTAL.
3. AREA COMPUTED BY COORDINATE METHOD. ICURVE I RADIUS IARC LENG H CHORD LENGTH I CHORD BEARING
4. FOR REFERENCE SEE D.B. 1356 PAGE 1420 AND AS NOTED HEREON. �C1 2354.57' 168.10' 168.06' N 2 3DV30" W
N.C. GRID NAD 83 (2007)
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Copyright® Hanover Deelgn5ervlces PA All ngMs reserved Repmtluchon or use of [he coniones of this document or additions or deletions to this
document In v<•It°le or ran,
art without wrttten consent of the Land Surveyor or Engineer. is prohibited. Only copies from the original of this document. 1
marked with me original signature and original seal of the Surveyor or Engineer shell be considered to be valid and true copies
E.I.P.
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OPR0�1NP0
SETBACKS FOR IND ZONE
FRONT 50'
REAR 0
SIDE 0'
MAX HT. 35 (OR ADDITIONAL SETBACKS APPLY)
SITE PLAN ASSUMES 35 FT. MAX HT.
0 50 100 154
MAP OF TREE SURVEY
Cameron Co. LLC
Sunnyvale Drive Tract
NEW HANOVER COUNTY NORTH CAROLINA
SEAL
L-2876
SUo -'' 4" \:
F� 'A. wPy o
OWNER: CAMERON CO. LLC
P.O. BOX 3649
WILMINGTON, N.C. 28406
HANOVER DESIGN SERVICES, P
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILM INGTON 2 N.C. &403
PHONE: 910
-8002
LICENSE # C-05959]
Date:
01-11-18
Scale:
HORZ.: 1 "= 50'
Drawn:
GW
Checked:
GW
Project No:
11499
Sheet No:
4
�4
F.WII\GREG\dwg\11499 base 6-20-18.dwg