Map 4

0-
I.S.
EXISTING CHAIN LINK FENCE
NATIONAL GYPSUM COMPANY
D.B. 1029 PG. 639
TRACTA
-- - - - - -
4 0
,34)
j CSFNN
NN
21
If
7.0
I
i
/ \
Iry
jj84 '
STANFIELD PROPERTIES LLC
7� /� .%i �� �' •-- ,.�••�'.yE—" — D.B. 51ACT-PG2W7
TRACT 1
_
N.IC. GR D 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
vv�
COMPUTED PROPERTY LINE
STANFIELD PROPERTIES LLC II
D.B. 5198 PG. 26" t
TRACT 2 t
N.C. GRID NAD 83 (2107)
0 (\ \\1
to
f
I
t \ \
I.S.
-- L
E.I.P.
130.00,
SETBACKS FOR IND ZONE
FRONT 50'
REAR 0'
SIDE 0'
MAX HT. 35' (OR ADDITIONAL SETBACKS APPLY)
SITE PLAN ASSUMES 35 FT. MAX HT.
TREE TABLE
Point Number
Description
Point Number Point Number Description
Point Number
Description
4
12" PINE
26 12" PINE
48
8"
OAK
69
8" OAK
5
12" PINE
27 9" OAK
49
9"
PAK
701
8" OAK
7
15" PINE
28 14" PINE
50
15"
PINE
71+
10" OAK
8
10" OAK
29 9" OAK
51
13"
PINE
72
10" OAK
9
15" PINE
30 10" OAK
52
13"
PINE
73
14" PINE
10
12" PINE
31 8" OAK
53
12"
PINE
74
18" PINE
11
8" OAK
32 11" OAK'
54
10"
OAK
75
18" PINE
12
10" OAK
33 8" OAK'
55
13"
PINE
76
14" PINE
13
8" OAK
34 12" PINE
56
8"
OAK
77
12" PINE
14
8" OAK
35 8" OAK'
57
8"
OAK
78!
10" OAK
15
9" OAK
36 14" PINE'
58
16"
OAK
79
9" OAK
16
14" PINE
37 10" PINED
59
9"
OAK
80
17" PINE
17
15" OAK
38 13" PINE'
60
13"
PINE
81
10" OAK
18
12" OAK
39 11" PINE'
61
12"
PINE
82!
13" PINE
19
12" PINE
40 9" PINE
62
15"
PINE
84
8" OAK
20
14" PINE
41 13" PINE
61
15"
PINE
85
14" OAK
0 50 100 150
21
8" OAK
42 13" PINE
64
9"
OAK
87'
9" OAK
Mimi
22
17" OAK
43 10" OAK
6'i
10"
OAK
88
8" OAK
M
23
8" OAK
44 8" OAK'
66
8"
OAK
89
8" OAK
24
9" OAK
45 9" OAK I
67
9"
OAK
MAP OF TREE SURVEY
25
8" OAK
46 9' OAK
68
10"
OAK
Cameron Co. LLC
Sunnyvale Drive Tract
NEW HANOVER COUNTY NORTH CAROLINA
NOTES:
1. SURVEYED IN JANUARY OF 2018.
2. ALL DISTANCES ARE HORIZONTAL.
3. AREA COMPUTED BY COORDINATE METHOD. CURVE RADIUS ARC LENGTH 'HORD LENGTH CHORD BEARING
4. FOR REFERENCE SEE D.B. 1356 PAGE 1420 AND AS NOTED HEREON. ICI 2354.5�' 1E8.1U�8.06' N 86°31N 86°311'30" W
CopyrigM1[0 H Design Services P.A., All rights reserved.Reproduction or use of Me contents of this document. or additions or deletions to this
document In h 1 part without written consent of the Land Surveyor or Engineer, is prohibited. Only copies from the original of this document.
..*ad with the oreal signature and original out of the Surveyor or Engineer, shall be considered to be valid and true copes
OWNER: CAMERON CO. LLC
P.O. BOX 3649
WILMINGTON, N.C. 28406
F:WII\GREG\dwg\11499 base 6-20-18.dwg