Northern Regional Park Expansion - Major Commercial Site Approval - 1-17-2024
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COMMERCIAL SITE PLAN APPROVAL
To: Brandon McLamb, Timmons Group
From: Robert Farrell, Development Review Supervisor
Date: January 17, 2024
Subject: Commercial Site Plan Approval – Northern Regional Park Expansion
The commercial site plan for the Northern Regional Park Expansion located at 4700 Old Ave has been
approved. The approved commercial site plan consists of the construction of two new athletic fields and
associated parking. Enclosed is the approved site plan.
This approval is valid for two (2) years unless a building permit or zoning compliance approval authorizing
the approved development is obtained.
Please note the project may be subject to additional regulations of the County’s development ordinances,
including but not limited to, those referenced in the initial Technical Review Committee (TRC) dated April
4, 2023, and / or subsequent revised comments. In addition, this approval does not relieve the applicant
from any law, regulation, or requirement of any other government or regulatory agency.
If you have any questions, I may be reached at rfarrell@nhcgov.com or at (910) 798-7164.
Thank you,
Robert Farrell
Development Review Supervisor
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VICINITY MAP
NTS
LANDSCAPE ARCHITECTURE / CIVIL ENGINEERINGOWNER / CLIENT
NEW HANOVER COUNTY PARKS & GARDENS
896 AIRLIE ROAD
WILMINGTON, NC 28403
(910) 798-7635
WWW.NHCGOV.COM
TIMMONS GROUP
5410 TRINITY ROAD.
STE. 102
RALEIGH, NC 27607
(919) 532-3243
DRAWING INDEX:
PROJECT TEAM:
NA
D
8
3 CASTLE HAYNE, NC
I
-
4
0
SITE AREA
MULTI-PURPOSE FIELD EXPANSION
NORTHERN REGIONAL PARK
4701 OLD AVE. CASTLE HAYNE, NORTH CAROLINA
S.DAVIS
S.DAVIS
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JOB NO.
SHEET NO.
SCALE
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NAD 83
SITE
L-0.0 COVER SHEET
L-0.1 STORMWATER COMPLIANCE PLAN
L-0.2 PRE-DEVELOPMENT HYDROLOGY MAP
L-0.3 POST-DEVELOPMENT HYDROLOGY MAP
L-1.0 OVERALL EXISTING CONDITIONS
L-1.1 SURVEY
L-1.2 TREE INVENTORY PLAN
L-1.3 TREE INVENTORY DATA
L-2.0 DEMOLITION PLAN
L-3.0 EROSION CONTROL PLANS - PHASE 1
L-3.1 EROSION CONTROL PLANS - PHASE 2
L-4.0 OVERALL GRADING & DRAINAGE PLANS
L-4.1 GRADING & DRAINAGE PLANS
L-4.2 GRADING & DRAINAGE PLANS ENLARGEMENT
L-5.0 OVERALL SITE PLAN
L-5.1 SITE PLAN
L-5.2 GATHERING SPACE ENLARGEMENT
L-6.0 PLANTING PLAN
L-6.1 PLANTING DETAILS
L-7.0 SITE DETAILS
L-7.1 SITE DETAILS
M-001 MECHANICAL PLANS
E-001 ELECTRICAL PLANS
MUSCO LIGHTING PLANS
SITE DATA TABLE
PID: R01800-007-051-000
ZONE: I-1 INDUSTRIAL DISTRICT
ACREAGE: 33.15 ACRES
PROPOSED IMPERVIOUS: 1.5 ACRES
LIMITS OF DISTURBANCE: 11 ACRES
PROPERTY BOUNDARY
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HATCH LEGEND
SITE IMPERVIOUS (2.27 ac)
ADDED IMPERVIOUS TO
EXISTING RIGHT-OF-WAY (0.57 ac)
EXISTING SITE PARCEL AREA = 33.15 ac
MAXIMUM IMPERVIOUS THRESHOLD FOR LOW IMPACT
DEVELOPMENT = 12% (33.15 ac x 0.12 = 3.98 ac)
S.DAVIS
S.DAVIS
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JOB NO.
SHEET NO.
SCALE
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NAD 83
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SCALE 1"=80'
160'80'
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PRE-DEVELOPMENT DRAINAGE AREA
A = 33.15 ac, C = 0.30, Tc = 264.80 min
IMPERVIOUS = 1.13 ac
FOREST = 23.25 ac
GRASS = 8.77 ac
100' SHEET FLOW
594' SHALLOW
CONCENTRATED
FLOW (UNPAVED)
1,909' CHANNEL FLOW
POA 1
Q 2, PRE = 2.03 cfs
Q10, PRE = 3.37 cfs
Q 25, PRE = 4.41 cfs
Q100, PRE = 6.45 cfs
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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06
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NAD 83
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SCALE 1"=80'
160'80'
2
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POST-DEVELOPMENT DRAINAGE AREA
(BYPASS TO POA 1)
A = 27.62 ac, C = 0.32, Tc = 264.80 min
IMPERVIOUS = 1.34 ac
FOREST = 15.19 ac
GRASS = 11.09 ac
POA 1
Q2, POST = 2.65 cfs
Q10, POST = 2.89 cfs
Q25, POST = 3.17 cfs
Q100, POST = 3.75 cfs
POST-DEVELOPMENT DRAINAGE AREA
TO UNDERGROUND STORAGE
A = 5.57 ac, C = 0.32, Tc = 5.00 min
IMPERVIOUS = 0.93 ac
GRASS = 4.64 ac
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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DRAWN BY
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S
I
O
N
NO
R
T
H
E
R
N
R
E
G
I
O
N
A
L
P
A
R
K
/
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
06
/
2
3
/
2
0
2
3
RE
V
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S
I
O
N
S
P
E
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3
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N
T
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Y
D
R
O
L
O
G
Y
M
A
P
NAD 83
L-0.3
0
SCALE 1"=80'
160'80'
26.62
3" CEDAR
2"
3" CEDAR
2"
3" CEDAR
2" CEDAR
3" CEDAR
2" CEDAR
2"
25.7126.37
26.8326.75
26.83
26.82
26.29
27.07
27.0827.00
27.08
27.21
27.14
27.14
27.4126.97
26.91
27.37
27.43
27.38
27.68
25.87
25.38
26.00
25.25
26.57
26.52
26.99
26.49
25.32
27.27
E
27.50
27.52
26.20
W
25.00
25.33
25.92
27.43
26.04
26.31
W
26.65
25.95
25.43
25.71
25.34
25.42
26.40
26.9527.3927.30
27.4027.7127.77
27.20
26.81
26.77
27.59
27.52
28.06
28.67
27.93
28.55
28.92
26.94
26.99
27.19
27.74
27.74
27.83
28.18 28.00
28.0628.2028.22
26.54 26.99 27.57
26.93
26.73 27.34
27.90
27.90
27.21
28.58
28.38
28.34
28.01
28.58
28.57 28.68
28.44
28.76
29.30
28.86
28.64
28.79
27.20 28.40
27.55
27.63 28.03
25.99
28.16
28.18
26.21
27.73 28.75 28.00 28.20
28.65
28.81 29.25
29.37 29.89
27.48
29.47 29.52
29.67
27.47
28.15
28.23
I
P
F
5" MAPLE
5" MAPLE
4" MAPLE
4"
3
"
3
"
Pump House
W
e
l
l
Pump House
Well
Transformer
27 272828 29
28
2
8
28
29
29
29
29
29
29
29
28
29
28
2
8
2727
28
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2
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26
27
28
28
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29
3031
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25
25
26
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27
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25
26
26
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26
26
26
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27
2
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28
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262627 27
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26
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Stop bar
(Typ.)
Existing 10'
Utility Easement
P.B. 49, Pg 7
Existing 10'
Utility Easement
P.B. 49, Pg.7
Existing 10' x 10'
Electric Easement
D.B. 5837, Pg 1530
New Hanover County
PID:R01800-007-051-000
MAPID: 323117.12.3156.000
D.B. 5572, Pg 2058-2061
Parcel 4 - P.B. 49, Pg 7
S6°15'30"W
1
7
6
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.
7
2
'Madeline Trask DrCheste
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26.92
26.97
27.58
26.60
27.09
26.87
26.90
26.81
26.77
27.03
27.55
27.48
27.32
27.77
27.87
27.95
27.85
27.82
27.66
28.25
27.75
28.44
28.46
29
28
28
28 29
30
29
29
29
29
29
28
2929
27
27
2
7
2627
27
Existing 7' sheet
metal fence
28
26272627
27
27
28
303
0
30
3
0
2
7
2
7
2
8
2
8
2929
2
9
3
1
3
1
28
29
2
9
Existing 5' chain
link fence
No Tresspass
sign
Field sign
Field sign
3
0
3
0
2
7
2
7
2
8
2
8
2
9
3
1
3
1
3
2
3
2
2
5
2
5
26
26
27
2627
28
29
2728
27
28
29
2
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S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
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3/1/2023
MU
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F
I
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L
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P
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N
NO
R
T
H
E
R
N
R
E
G
I
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N
A
L
P
A
R
K
/
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
06
/
2
3
/
2
0
2
3
RE
V
I
S
I
O
N
S
P
E
R
C
O
U
N
T
Y
C
O
M
M
E
N
T
S
OV
E
R
A
L
L
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
NAD 83
L-1.0
0
SCALE 1"=80'
160'80'
L-1.1
3" CEDAR
2"
3" CEDAR
2"
3" CEDAR
2" CEDAR
3" CEDAR
2" CEDAR
2"
E
W
W
I
P
F
5" MAPLE
5" MAPLE
4" MAPLE
4"
3
"
3
"
27 272828 29
28
2
8
28
29
29
29
29
29
29
29
28
29
28
2
8
2727
28
28
2
6
26
27
28
28
2
8
29
3031
30
28
28
29
25
25
26
26
27
27
25
25
26
26
27
26
2
6
26
26
26
27
2
7
27
2
7
28
2
8
28
2
8
262627 27
25
25
26
2
6
27 27
25
25
26
26
2
6
26
27
27
2
7
27
M
a
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e
l
i
n
e
T
r
a
s
k
D
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i
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e
6
0
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P
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b
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i
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t
-
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f
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W
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P.
B
.
4
9
,
P
g
.
7
Existing 10'
Utility Easement
P.B. 49, Pg 7
Existing 10'
Utility Easement
P.B. 49, Pg.7
Existing 10' x 10'
Electric Easement
D.B. 5837, Pg 1530
S6°15'30"W
1
7
6
5
.
7
2
'Madeline Trask DrCheste
r
f
i
e
l
d
R
d
29
28
28
28 29
30
29
29
29
29
29
28
29
29
27
272627
27
28
26272627
27
27
28
303
0
30
3
0
2
7
2
7
2
8
2
8
2929
2
9
3
1
3
1
28
29
2
9
3
0
3
0
2
7
2
7
2
8
2
8
2
9
3
1
3
1
3
2
3
2
26
26
27
2627
28
29
2728
27
28
29
2
9
2828
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O
H
P
O
H
P
X
188
liquidambar styraciflua 10(3)
49
pinus taeda 9(5)
132
liquidambar styraciflua 19
128
pinus taeda 8(20)
1
pinus taeda 16
2
pinus taeda 24
3
pinus taeda 194
liquidambar styraciflua 12
5
pinus taeda 8
6
pinus taeda 8(1)
7
pinus taeda 17
8
pinus taeda 8(2)
9
pinus taeda 8(3)
10
pinus taeda 9
11
pinus taeda 18
12
pinus taeda 18(1)
13
pinus taeda 9(1)
14
pinus taeda 21
15
pinus taeda 27
16
pinus taeda 28
17
pinus taeda 24(1)
18
pinus taeda 28(1)
19
pinus taeda 26
20
DEAD
pinus taeda 19(1)
21
DEAD
pinus taeda 26(1)
22
pinus taeda 8(4)
23
DEAD
pinus taeda 14
24
quercus nigra 10
25
quercus nigra 11
26
liquidambar styraciflua 8
27
quercus nigra 8
28
quercus nigra 18
29
pinus taeda 9(2)
30
pinus taeda 8(5)
31
pinus taeda 8(6)
32
pinus taeda 9(3)
33
pinus taeda 18(2)
34
pinus taeda 18(3)
35
pinus taeda 15
36
pinus taeda 19(2)
37
pinus taeda 8(7)
38
pinus taeda 19(3)
39
pinus taeda 15(1)
40
pinus taeda 16(1)
41
pinus taeda 8(8)
42
pinus taeda 21(1)
43
liquidambar styraciflua 13
44
pinus taeda 8(9)
45
pinus taeda 10
46
liquidambar styraciflua 17
47
pinus taeda 18(4)
51
quercus nigra 14
52
pinus taeda 15(2)
53
liquidambar styraciflua 16
54
quercus nigra 9
55
pinus taeda 8(10)
56
pinus taeda 8(11)
57
pinus taeda 8(12)
58
pinus taeda 24(2)
59
pinus taeda 11
60
acer rubrum 10
61
pinus taeda 24(3)
62
pinus taeda 8(13)
63
pinus taeda 27(1)
64
liquidambar styraciflua 10
65
pinus taeda 21(2)
66
pinus taeda 23
67
pinus taeda 26(2)
68
pinus taeda 8(14)
69
pinus taeda 22
70
pinus taeda 8(15)
71
pinus taeda 22(1)
72
DEAD
pinus taeda 23(1)
73
pinus taeda 25
74
pinus taeda 19(4)
75
pinus taeda 26(3)
76
pinus taeda 20
77
pinus taeda 22(2)
78
pinus taeda 22(3)
79
pinus taeda 12
80
DEAD
pinus taeda 21(3)
81
liquidambar styraciflua 10(1)
82
pinus taeda 15(3)
83
DEAD
pinus taeda 16(2)
84
pinus taeda 22(4)
85
pinus taeda 24(4)
86
pinus taeda 24(5)
87
pinus taeda 23(2)
88
pinus taeda 8(16)
89
pinus taeda 24(6)
90
pinus taeda 26(4)
91
pinus taeda 8(17)92
pinus taeda 21(4)
93
pinus taeda 23(3)
94
pinus taeda 24(7)
95
pinus taeda 19(5)
96
DEAD
pinus taeda 18(5)
97
pinus taeda 23(4)
98
pinus taeda 26(5)
99
liquidambar styraciflua 17(1)
100
DEAD
pinus taeda 22(5)
101
pinus taeda 18(6)
102
pinus taeda 21(5)
103
DEAD
pinus taeda 21(6)
104
pinus taeda 30
105
pinus taeda 29
106
pinus taeda 27(2)
107
pinus taeda 22(6)
108
pinus taeda 25(1)
109
acer rubrum 20
110
pinus taeda 26(6)
111
pinus taeda 22(7)
112
pinus taeda 23(5)
113
pinus taeda 32
114
pinus taeda 20(1)
115
DEAD
pinus taeda 20(2)
116
pinus taeda 25(2)
117
pinus taeda 24(8)
118
pinus taeda 8(18)
119
quercus nigra 15
120
liquidambar styraciflua 10(2)
121
quercus nigra 25
122
pinus taeda 8(19)
123
pinus taeda 22(8)
124
pinus taeda 18(7)
125
pinus taeda 25(3)
126
pinus taeda 23(6)
127
pinus taeda 18(8)
129
prunus serotina 8
130
quercus nigra 12(1)
131
ulmus rubra 20
133
liquidambar styraciflua 18
134
pinus taeda 8(21)
135
pinus taeda 21(7)
136
prunus serotina 13
137
pinus taeda 8(22)
138
pinus taeda 21(8)
139
pinus taeda 23(7)
140
DEAD
pinus taeda 16(3)141
pinus taeda 8(23)142
pinus taeda 9(6)
143
pinus taeda 9(7)
144
pinus taeda 11(1)
145
pinus taeda 12(1)
146
liquidambar styraciflua 11
147
pinus taeda 17(1)
148
pinus taeda 16(4)
149
pinus taeda 20(3)
150
pinus taeda 13
151
pinus taeda 13(1)
152
quercus nigra 10(1)
153
prunus serotina 9
154
quercus nigra 9(1)
155
liquidambar styraciflua 9
156
liquidambar styraciflua 9(1)157
quercus nigra 9(2)
158
pinus taeda 27(3)
159
quercus nigra 8(1)
160
quercus nigra 8(2)
161
quercus nigra 25(1)
162
pinus taeda 8(24)
163
pinus taeda 8(25)
164
DEAD
pinus taeda 25(4)
165
pinus taeda 23(8)
166
pinus taeda 8(26)
167
pinus taeda 28(2)
168
pinus taeda 26(7)
169
pinus taeda 8(27)
170
pinus taeda 8(28)
171
liquidambar styraciflua 16(1)
172
pinus taeda 29(1)
173
pinus taeda 28(3)
174
pinus taeda 22(9)
175
acer rubrum 20(1)
176
liquidambar styraciflua 20
177
pinus taeda 8(29)
178
liquidambar styraciflua 12(1)
179
liquidambar styraciflua 20(1)
180
pinus taeda 19(6)
181
pinus taeda 22(10)
182
pinus taeda 8(30)
183
pinus taeda 9(8)
184
pinus taeda 8(31)
185
pinus taeda 8(32)
186
pinus taeda 19(7)
187
pinus taeda 19(8)
189
liquidambar styraciflua 10(4)
190
pinus taeda 8(33)
191
pinus taeda 13(2)192
liquidambar styraciflua 13(1)
193
pinus taeda 20(4)
194
quercus nigra 12(2)
195
pinus taeda 16(5)
196
prunus serotina 10
197
pinus taeda 9(9)
198
pinus taeda 8(34)
199
pinus taeda 8(35)
201
pinus taeda 17(2)
204
pinus taeda 11(2)
206
pinus taeda 22(11)
207
pinus taeda 18(9)
208
pinus taeda 26(8)
209
pinus taeda 21(9)
210
pinus taeda 23(9)
211
pinus taeda 0
212
pinus taeda 20(5)
213
pinus taeda 25(5)
214
pinus taeda 25
215
pinus taeda 0(2)
216
liquidambar styraciflua 14
217
pinus taeda 18(10)
218
pinus taeda 23(10)
219
pinus taeda 19(10)
220
pinus taeda 23(11)
221
pinus taeda 0(3)
222
pinus taeda 21(10)
223
pinus taeda 18(11)
224
DEAD
pinus taeda 19(11)
225
pinus taeda 22(12)
226
pinus taeda 15(4)
227
liquidambar styraciflua 22
228
liquidambar styraciflua 8(1)
229
pinus taeda 11(3)
230
liquidambar styraciflua 12(2)
231
liquidambar styraciflua 15
232
liquidambar styraciflua 9(2)
233
pinus taeda 24(9)
234
pinus taeda 8(36)
235
pinus taeda 22(13)
236
pinus taeda 19(12)
237
pinus taeda 8(37)
238
quercus nigra 11(1)
239
pinus taeda 8(38)
240
pinus taeda 8(39)
241
quercus nigra 12(3)
242
pinus taeda 18(12)
243
liquidambar styraciflua 12(3)
244
quercus nigra 10(2)
263
acer rubrum 27
264
pinus taeda 13(3)
265
pinus taeda 16(7)
266
pinus taeda 14(1)
267
pinus taeda 8(41)
268
pinus taeda 15(6)
269
pinus taeda 31
270
acer rubrum 11
284
pinus taeda 21(11)
285
pinus taeda 26(10)
286
pinus taeda 21(12)
287
pinus taeda 17(5)
288
pinus taeda 19(13)289
pinus taeda 9(12)
290
pinus taeda 17(6)
291
pinus taeda 13(5)
292
pinus taeda 20(7)
293
pinus taeda 18(14)
294
pinus taeda 17(7)
295
pinus taeda 20(8)
297
pinus taeda 9(13)
298
pinus taeda
17
320
pinus taeda 11(8)
343
pinus taeda 19(16)
375
pinus taeda 20(9)
376
pinus taeda 18(20)
377
pinus taeda 23(15)
378
pinus taeda 18(21)
379
pinus taeda 16(16)
380
pinus taeda 20(10)
381
pinus taeda 14(4)
382
pinus taeda 22(20)
383
pinus taeda 20(11)
384
pinus taeda 23(16)
385
pinus taeda 20(12)
386
pinus taeda 20(13)
387
pinus taeda 21(16)
388
pinus taeda 17(13)
389
pinus taeda 31(1)
390
pinus taeda 18(22)
391
pinus taeda 21(17)
392
pinus taeda 21(18)
393
pinus taeda 16(17)
394
pinus taeda 19(18)
395
pinus taeda 24(10)
396
pinus taeda 15(13)
397
pinus taeda 23(17)
398
pinus taeda 11(13)
399
liquidambar styraciflua 17(2)
400
pinus taeda 11(14)
401
pinus taeda 16(18)
402
pinus taeda 14(5)
403
liquidambar styraciflua 14(1)
404
pinus taeda 17(14)
405
pinus taeda 16(19)
406
liquidambar styraciflua 26
407
pinus taeda 21(19)
408
pinus taeda 20(14)
409
pinus taeda 17(15)
410
pinus taeda 17(16)
411
pinus taeda 18(23)
412
pinus taeda 18(24)
413
pinus taeda 21(20)
414
pinus taeda 23(18)
415
pinus taeda 21(21)
416
pinus taeda 16(20)
417
pinus taeda 23(19)
418
pinus taeda 22(21)
419
pinus taeda 15(14)
420
pinus taeda 24(11)
421
pinus taeda 23(20)
422
pinus taeda 17(17)
423
pinus taeda 16(21)
424
pinus taeda 25(6)
425
pinus taeda 23(21)
426
pinus taeda 22(22)
427
pinus taeda 25(7)
428
pinus taeda 26(11)
429
pinus taeda 25(8)
430
pinus taeda 19(19)
431
pinus taeda 20(15)
432
pinus taeda 25(9)
433
pinus taeda 23(22)
48
pinus taeda 9(4)
50
quercus nigra 12
200
pinus taeda 19(9)
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
RE
V
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N
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3/1/2023
MU
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N
T
Y
49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
06
/
2
3
/
2
0
2
3
RE
V
I
S
I
O
N
S
P
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C
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U
N
T
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C
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M
M
E
N
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TR
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V
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N
T
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P
L
A
N
NAD 83
L-1.2
SCALE 1"=50'
100'50'0
TP
TP
TP
TP
TP
TP
TP
TP
TPTP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
T
P
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
T
P
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP TP
T
P
T
P
T
P
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
T
P
T
P
T
P
TP
TP
TP
TP
TP
TP
TP
T
P
TP
TP
TP
TP
TP
TP
T
P
LO
D LOD
LOD
LO
D
LO
D
LO
D
L
O
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
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L
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LOD
LOD
LOD
LOD
LOD
LOD
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LOD
LOD
LOD
LOD
LODLOD
LO
D
LO
D
LO
D
LO
D
L
O
D
E
W
W
Existing 10'
Utility Easement
P.B. 49, Pg 7
Existing 10' x 10'
Electric Easement
D.B. 5837, Pg 1530
X
X
X
X
X
X
X
X
X
X
X
O
H
P
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P
X
X
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
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S
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3/1/2023
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T
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49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
06
/
2
3
/
2
0
2
3
RE
V
I
S
I
O
N
S
P
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S:
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L-2.0
NAD 83
SCALE 1"=50'
100'50'0
1.ALL MATERIALS NOTED FOR REMOVAL TO BE DISPOSED OF OFF SITE AND IN A LEGAL MANNER.
2.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY NECESSARY TRAFFIC CONTROL AND TRAFFIC CONTROL
IS TO MEET REQUIREMENTS OF NEW HANOVER COUNTY AND MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES.
3.ALL WORK IS TO BE DONE TO THE NEW HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
4.PRIOR TO BEGINNING DEMOLITION CONTRACTOR SHOULD INSTALL REQUIRED EROSION CONTROL DEVICES
AND CONDUCT ANY NECESSARY PRE-CONSTRUCTION MEETINGS WITH NEW HANOVER COUNTY.
5.ITEMS NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. THIS INCLUDES
TREES NOT NOTED FOR REMOVAL. DAMAGE TO THESE ITEMS SHALL BE CORRECTED IN KIND AT NO
ADDITIONAL COST TO THE OWNER.
6.REFERENCE GRADING PLANS FOR LIMITS OF GRADING .
7.BEFORE YOU DIG, STOP, CALL THE NC ONE-CALL CENTER AT 1-800-632-4949.
8.ALL UTILITIES NOT NOTED FOR REMOVAL TO BE PROTECTED THROUGHOUT CONSTRUCTION.
9.CONTRACTOR IS RESPONSIBLE FOR CALLING A UTILITY LOCATING SERVICE AND HAVING ALL EXISTING
UTILITIES LOCATED PRIOR TO BEGINNING CONSTRUCTION.
10.THE LOCATION OF EXISTING UNDERGROUND UTILITY AS SHOWN IS APPROXIMATE ONLY; UTILITIES MAY EXIST
WHICH ARE NOT SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES
WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE WITHIN THE LIMITS OF ANY GRADING OR
EXCAVATION.
11.CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND INITIATE CLEAN-UP OF LITTER AND REFUSE
GENERATED BY HIMSELF AND ANY SUBCONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING,
PLACING, AND MAINTAINING SUITABLE REFUSE CONTAINERS ONSITE. THE CLEANUP SHALL BE DONE ON A
REGULAR BASIS AND AT NO ADDITIONAL COST TO THE OWNER.
12.PRIOR TO BEGINNING DEMOLITION WORK, CONTRACTOR TO INSTALL TREE PROTECTION FENCE AND HAVE IT
INSPECTED BY NEW HANOVER COUNTY.
13.NEW HANOVER COUNTY RESERVES THE RIGHT TO REQUIRE ADDITIONAL TREES TO BE REMOVED AND/OR
PROTECTED UPON INSPECTION OF THE TREE PROTECTION FENCE.
14.TREE PROTECTION FENCING SHALL BE INSTALLED AR A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE (CRZ)
OF TREES. CRZ IS DEFINED AS A RADIUS OF 1' FEET PER CALIPER INCH AT DBH FROM TRUNK OF TREE.
GENERAL DEMOLITION NOTES:
TREE AREA TO BE DEMOLISHED
SELECTIVE VEGETATION REMOVAL AREA
LEGEND:
FENCE
EDGE OF TREELINE
GUYCABLE TV PEDESTAL
IRF - IRON ROD FOUND
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
X X
OHP
SIGN
STORM PIPE
OVERHEAD POWER LINE
BOLLARD
WATER VALVE
WATER METER
ELECTRIC METER
E
C
T
ELECTRIC MANHOLE
PROPERTY LINE
WELLW
TREESTORM INLET
RIGHT OF WAY LINE
TREE PROTECTION FENCETP
EXISTING EASEMENT LINE
DITCH LINE
PROPOSED TREELINE RIP RAP
LIMITS OF DISTURBANCELOD
EDGE OF PAVEMENT
SILT FENCE
SAFETY FENCESAFSAF
D-101
D-102
D-106
D-109
D-104
D-103
D-107D-105
D-103
D-107
DEMOLITION
SYMBOL DESCRIPTION QTY DETAIL
CLEAR AND GRUB TREES WITHIN LIMITS SHOWN. REMOVE ALL
VEGETATION.
SELECTIVE UNDERSTORY VEGETATION REMOVAL. REMOVE ALL
VEGETATION 5" IN CALIPER OR LESS WITHIN LIMITS SHOWN. LIMB
BRANCHES UP TO 8` HEIGHT.
TREE PROTECTION FENCE
SILT FENCE
SAFETY FENCE
CONSTRUCTION ENTRANCE
PROTECT EXISTING UTILITIES
PROTECT EXISTING UNDERGROUND UTILITIES TO REMAIN.
LOCATE PRIOR TO CONSTRUCTION.
LIMITS OF DISTURBANCE
D-101
D-102
D-103
D-104
D-105
D-106
D-107
D-108
D-109
REFERENCE NOTES SCHEDULE
D-103
D-104
D-108
2
9
2
9
2
9
3
0
3
1
3
0
2
7
2
8
2
9
2
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2
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29
28
2
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29
28
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27
24
26
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26
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25 26
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252728
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2
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26 2
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27
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2
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26
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6
3" CEDAR
2"
3" CEDAR
2"3" CEDAR
2" CEDAR
3" CEDAR
2" CEDAR
2"
E
W
W
5" MAPLE
5" MAPLE
4" MAPLE
4"
3
"
3
"
27 272828 29
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2
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29
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UDR
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UDR
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UDR
UDR
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UDR
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UDR
UDR
UDR
UDR
UDR
UDR
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UDR
UDR
UDR
UDR
UDR
UDR
33
33
28
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FIELD UNDERDRAIN SYSTEM
FIELD UNDERDRAIN SYSTEM
CULVERT
CULVERT CULVERT
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FOR QUANTITY
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M
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N
T
NAD 83
L-4.2
0
SCALE 1"=20'
40'20'
FFE 29
3" CEDAR
2"
3" CEDAR
2"3" CEDAR
2" CEDAR
3" CEDAR
2" CEDAR
2"
E
W
W
I
P
F
5" MAPLE
5" MAPLE
4" MAPLE
4"
3
"
3
"
M
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T
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X
X
X
X
X
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FUTURE PUMP
TRACK BY
OTHERS
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
RE
V
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AS SHOWN
SITE PLAN
NOT FOR
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06
/
2
3
/
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0
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3
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V
I
S
I
O
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A
L
L
S
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P
L
A
N
L-5.0
NAD 83
0
SCALE 1"=80'
160'80'
3" CEDAR
2"
3" CEDAR
2"
3" CEDAR
2" CEDAR
3" CEDAR
2" CEDAR
2"
E
W
W
5" MAPLE
5" MAPLE
4" MAPLE
4"
3
"
3
"
M
a
d
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l
i
n
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T
r
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k
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0
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P
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R
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S6°15'30"W
1
7
6
5
.
7
2
'Madeline Trask DrCheste
r
f
i
e
l
d
R
d
Existing 7' sheet
metal fenceExisting 5' chain
link fence
Field sign
Field sign
X
X
X
X
X
X
X
X
X
X
X
O
H
P
O
H
P
X
X
OPEN LAWN-
FLEX SPACE
FU
T
U
R
E
G
R
E
E
N
W
A
Y
FU
T
U
R
E
G
R
E
E
N
W
A
Y
OPEN SPACE
FU
T
U
R
E
G
R
E
E
N
W
A
Y
FUTURE PUMP
TRACK BY
OTHERS
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
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S
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49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
06
/
2
3
/
2
0
2
3
RE
V
I
S
I
O
N
S
P
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C
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N
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C
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M
E
N
T
S
S:
\
3
3
4
\
4
9
7
2
0
-
N
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P
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L-5.1
NAD 83
SCALE 1"=50'
100'50'0
L-103
L-104
L-105
L-105
L-106
L-106
L-106
L-106
L-109
L-110
L-115
L-102
L-102
L-102
L-102
L-102
63'
225'
360'
20'
15'
8'
15'
20'
20'
20'
18'
9'
8'
9.53'
44'
1.ANY DISCREPANCIES IN LAYOUT SHOULD BE BROUGHT TO THE
LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO CONSTRUCTION.
2.WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSION. DO NOT SCALE
DRAWINGS. ALL DIMENSIONS TO BACK OF CURB UNLESS OTHERWISE
NOTED.
3.ALL STAKING WORK TO BE DONE BY A LICENSED SURVEYOR REGISTERED
IN THE STATE OF NORTH CAROLINA.
4.DIMENSIONS ARE REFERENCED TO BACK OF CURB UNLESS OTHERWISE
NOTED.
5.PROVIDE EXPANSION JOINT WHERE PROPOSED CONCRETE PAVING
MEETINGS EXISTING.
6.ALL BENCHES AND TRASH RECEPTACLES TO BE PROVIDED BY NEW
HANOVER COUNTY AND FIELD LOCATED BY LANDSCAPE ARCHITECT.
7.LANDSCAPE ARCHITECT TO APPROVE LAYOUT IN FIELD PRIOR TO
CONSTRUCTION.
8.ALL NEW PAVEMENT TO MEET EXISTING PAVEMENT FLUSH.
GENERAL LAYOUT NOTES:
IRRIGATION NOTES:
1.CONTRACTOR TO PROVIDE IRRIGATION ON MULTI-PURPOSE FIELDS.
2.SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION.
3.ENSURE COMPLETE COVERAGE INSIDE FENCE LINE.
4.UTILIZE AUTOMATIC CONTROLLERS.
5.CONNECT WATER SUPPLY TO EXISTING IRRIGATION WELLS.
L-102
24'
24.11'
24'
21'
CONCRETE
GATHERING
SPACE
EXISTING
UTILITIES
L-111
L-104
L-105
32'
36'
L-116
L-113
L-113
L-114
L-117
L-118
L-101
L-107
L-108
L-112
18'
18'
18'
9'
9'
9'
8
7
8
20
6
6
6
6
20
6
9
289 SF
OPEN ISLAND
289
SF
289
SF
289 SF OPEN
ISLAND
341 SF
OPEN ISLAND
351
SF
525
SF
525
SF
525
SF
525
SF
24'
R20'
R30'
R30'
24.34'
8.33'
32.33'
L-113
SYMBOL DESCRIPTION DETAIL
ASPHALT ROAD
MUSCO LIGHTPOLE, BY OTHERS
MULTI-PURPOSE FIELD (360` X 225`, 120 YDS X 75 YDS)
8` TALL BLACK VINYL COATED CHAINLINK FENCE
8` TALL BLACK VINYL COATED CHAINLINK FENCE DOUBLE SWING
GATE - 10` WIDE
8` TALL BLACK VINYL COATED CHAINLINK FENCE PEDESTRIAN
ACCESS GATE - 4` WIDE
4` TALL BLACK VINYL COATED CHAINLINK FENCE
4` TALL BLACK VINYL COATED CHAINLINK FENCE ACCESS GATE -
10` WIDE
6` WIDE MULCH PATH
FUTURE 10` WIDE ASPHALT GREENWAY PATH - NOT IN
CONTRACT
GRAVEL PAVING
HEAVY DUTY CONCRETE PAVING
STANDARD DUTY ASPHALT PAVING
6" CONCRETE CURB
9" WIDE CONCRETE BAND
CONCRETE WHEEL STOP (TYP.)
ADA PARKING SYMBOLS
PARKING SPACE STRIPING (TYP.)
RESTROOM TRAILER
L-101
L-102
L-103
L-104
L-105
L-106
L-107
L-108
L-109
L-110
L-111
L-112
L-113
L-114
L-115
L-116
L-117
L-118
L-119
LAYOUT SCHEDULE
L-119
3" CEDAR
2"
E
4"
3
"
3
"Madeline Trask DrField sign
X
X
X
X
X
X
X
X
X
FU
T
U
R
E
G
R
E
E
N
W
A
Y
(
B
Y
O
T
H
E
R
S
)
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
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S
I
O
N
D
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AS SHOWN
SITE PLAN
NOT FOR
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06
/
2
3
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2
0
2
3
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V
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S:
\
3
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4
\
4
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2
0
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NAD 83
G
A
T
H
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P
A
C
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E
N
L
A
R
G
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M
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N
T
L-5.2
0
SCALE 1"=20'
40'20'
L-111
L-104
L-105
8'
NOTES:
1.ALL PROPOSED PAVEMENT TO MEET EXISTING PAVEMENT IN A FLUSH CONDITION.
2.CONTRACTOR TO VERIFY ALL UTILITIES BEFORE BEGINNING CONSTRUCTION.
3.COORDINATE WITH UTILITY DRAWINGS FOR ALL UTILITY CONNECTIONS.
EXISTING IRRIGATION WELL
32'
36'
R10'
L-112
8.33'
32.33'
L-113
L-113
L-119
SYMBOL DESCRIPTION DETAIL
8` TALL BLACK VINYL COATED CHAINLINK FENCE
8` TALL BLACK VINYL COATED CHAINLINK FENCE DOUBLE SWING
GATE - 10` WIDE
GRAVEL PAVING
HEAVY DUTY CONCRETE PAVING
STANDARD DUTY ASPHALT PAVING
RESTROOM TRAILER
L-104
L-105
L-111
L-112
L-113
L-119
LAYOUT SCHEDULE ENLARGEMENT
3" CEDAR
2"
3" CEDAR
2"
3" CEDAR
2" CEDAR
3" CEDAR
2" CEDAR
2"
E
W
W
5" MAPLE
5" MAPLE
4" MAPLE
4"
3
"
3
"
M
a
d
e
l
i
n
e
T
r
a
s
k
D
r
i
v
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6
0
'
P
u
b
l
i
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R
i
g
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t
-
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-
W
a
y
S6°15'30"W
1
7
6
5
.
7
2
'Madeline Trask DrCheste
r
f
i
e
l
d
R
d
Existing 7' sheet
metal fenceExisting 5' chain
link fence
Field sign
Field sign
X
X
X
X
X
X
X
X
X
X
X
O
H
P
O
H
P
X
X
BERMUDA SPRIGS
(217,183 sf)SEEDED AND
STRAWED WITH
BERMUDA
TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS
CA 3 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2.5" CAL.B&B OR CONTAINER SINGLE STRAIGHT
LEADER
MG 7 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 8` HT, MIN B&B OR CONTAINER
QC 4 QUERCUS COCCINEA SCARLET OAK 2.5" CAL.B&B OR CONTAINER SINGLE STRAIGHT
LEADER
PLANT SCHEDULE
SEEDED AND
STRAWED WITH
BERMUDA
(7) MG
(2) QC
(3) CA
(1) QC
(1) QC
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
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AS SHOWN
SITE PLAN
NOT FOR
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LAWN
MULCHED PATH
PL
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L-6.0
NAD 83
SCALE 1"=50'
100'50'0
LAWN
LAWN
1.ALL PLANT MATERIALS TO COMPLY WITH AMERICAN STANDARD FOR NURSERY STOCK
ANSI.Z60.
2.CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE
CONTRACTOR LICENSED IN THE STATE OF NORTH CAROLINA.
3.LANDSCAPE ARCHITECT TO APPROVE BED LAYOUT IN FIELD.
4.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR
APPROVAL BY LANDSCAPE ARCHITECT.
5.PREPARE PLANT BEDS PER SPECIFICATIONS.
6.INSTALL PLANTS AND MULCH BEDS WITH 3" OF TRIPLE-SHREDDED HARDWOOD MULCH.
7.ALL DISTURBED AREAS NOT NOTED FOR PLANT BEDS OR PAVING TO BE STABILIZED AT
THE DIRECTION OF THE LANDSCAPE ARCHITECT AND/OR ENGINEER AND SHALL BE
PERMANENTLY SEEDED WITH BERMUDA SEED TURF GRASS.
8.LANDSCAPE CONTRACTOR TO GUARANTEE PLANT MATERIALS FOR A ONE YEAR PERIOD
FOLLOWING SUBSTANTIAL COMPLETION PER SPECIFICATIONS.
9.CONTRACTOR TO MAINTAIN PLANT MATERIAL PER SPECIFICATIONS.
10.AREAS DAMAGED BY LANDSCAPE CONTRACTOR TO BE REPAIRED AT NO ADDITIONAL
COST TO OWNER.
11.ANY EXISTING VEGETATION, NOT INVOLVED IN NEW CONSTRUCTION, SHALL BE ISOLATED
AND PROTECTED BY TREE PROTECTION FENCING.
12.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR
TO INSTALLATION.
13.GENERAL CONTRACTOR RESPONSIBLE FOR ALL CODE-COMPLIANT PLANTINGS ALONG
RIGHT-OF-WAY AND IN PARKING LOT.
14.OWNER TO PURCHASE AND INSTALL ALL OTHER PLANTS.
15.OWNER TO SPRIG MULTI-PURPOSE FIELD WITH BERMUDA.
GENERAL PLANTING NOTES:
6' MULCH RING
TYP.
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
06
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PL
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&
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S
L-6.1
NOTES:
1.WHERE SEVERAL TREES WILL BE PLANTED CLOSE
TOGETHER SUCH THAT THEY WILL LIKELY SHARE ROOT
SPACE, TILL IN SOIL AMENDMENTS TO A DEPTH OF 4-6"
(10-15CM) OVER THE ENTIRE AREA.
2.FOR CONTAINER-GROWN TREES, USE FINGERS OR
SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE
OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL
APART ANY ROOTS CIRCLING THE PERIMETER OF THE
CONTAINER.
3.DURING THE DESIGN PHASE, CONFIRM THAT WATER
DRAINS OUT OF THE SOIL; USE LOWERED PLANTING
HOLE DEPTH AND DESIGN ALTERNATE DRAINAGE
SYSTEM AS REQUIRED.
4.THOROUGHLY SOAK ROOT BALL AND ADJACENT
PREPARED SOIL SEVERAL TIMES DURING FIRST MONTH
AFTER PLANTING AND REGULARLY THROUGHOUT THE
FOLLOWING TWO SUMMERS.
5.THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS
AND EVERGREEN TREES.
6.DO NOT WRAP TRUNK; MARK THE NORTH SIDE OF THE
TREE IN THE NURSERY AND LOCATE TO THE NORTH IN
THE FIELD.
7.AVOID PURCHASING TREES WITH TWO LEADERS OR
REMOVE ONE AT PLANTING. OTHERWISE, DO NOT PRUNE
TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL
CORRECTIONS
8.BEFORE PLANTING, ADD 3-4" OF WELL-COMPOSTED
LEAVES, RECYCLED YARD WASTE OR OTHER COMPOST
AND TILL INTO TOP 6" OF PREPARED SOIL. ADD COMPOST
AT 20-35% BY VOLUME TO BACKFILL SOIL.
DO NOT STAKE TREES EXCEPT WHERE
SPECIFIED BY LANDSCAPE ARCHITECT. IF
STAKING IS NECESSARY, USE TWO
OPPOSING STAKES WITH SEPARATE
FLEXIBLE TIES. REMOVE STAKING AT THE
END OF THE FIRST GROWING SEASON.
4" RAISED RING OF SOIL TO DIRECT WATER
INTO ROOT BALL. (ESPECIALLY IMPORTANT
IF ROOT BALL IS RAISED ABOVE GROUND)
TRIPLE SHREDDED HARDWOOD MULCH. DO
NOT PLACE MULCH IN CONTACT WITH TREE.
DIG WIDTH OF PLANTING HOLE 3 TIMES THE
DIAMETER OF THE ROOT BALL.
CUT BURLAP, ROPE, AND WIRE BASKET
AWAY FROM TOP AND SIDES OF ROOT BALL.
EXTEND STAKES INTO
UNDISTURBED SUBGRADE.
PACK BACKFILL SOIL AROUND BASE
OF ROOT BALL TO STABILIZE; ALLOW
REST OF BACKFILL TO SETTLE
NATURALLY OR TAMP LIGHTLY.
SET ROOT BALL ON UNDISTURBED
SOIL TO PREVENT SETTLING.
.4"-6" DEEPER THAN ROOT BALL.
TREE PLANTING
NTS1
NOTES:
1.Tree shall have same relation to grade
as it had in nursery
NEVER CUT LEADER
RUBBER HOSES 2/3 UP TREE
GUY WIRES W/ TURNBUCKLES;
(2) PER TREE
(2) STAKES PER TREE
3" MULCH
ROTOTILLED NATIVE SOIL;
AMEND PER SPECS
SAUCER AROUND PIT
CUT AND REMOVE BURLAP
FROM TOP 1/3 OF ROOT BALL
SCARIFY SUBGRADE
EVERGREEN PLANTING2
PRUNE AND THIN DECIDUOUS SHRUBS
APPROX. 1/2 OF INITIAL BRANCHES
TO COMPENSATE FOR LOSS OF ROOTS
WHILE DIGGING. FOLLOWING PRUNING
PLANT SHALL MEET SPECIFIED SIZE.
3" MULCH MIN. PER SPECS
4" EARTH BERM TO FORM SAUCER
REMOVE ALL METAL/PLASTIC CONT.
PRIOR TO PLANTING. SLICE FIBER
ROOTS IN THREE PLACES TO ALLOW
ROOT GROWTH. LOOSEN BURLAP
AT STEM/ALLOW IT TO REMAIN ON BALL.
TAMPS OR WATER TOPSOIL MIXTURE
AT 6" INTERVALS
NOTES:
1.SOIL MIX: 1/3 ORGANIC MATTER, 2/3 EXIST SOIL.
2.WIDTH OF PLANT PIT: SANDY SOIL, 24" WIDER THAN PLANT BALL; CLAY SOIL, 12"
WIDER THAN PLANT BALL
3.FOR PLANTING AREAS WHERE SOIL HAS BEEN COM-PACTED BY EQUIP. CONTACT
LA PRIOR TO PLANTING.
4.FOR CAMELLIAS, RHODOS, AZALEAS, AND LAURELS: SOIL MIX, 2/3 ORGANIC AND
1/3 EXISTING SOIL
5.SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID PRIOR TO DIGGING.
SHRUB PLANTING3
TURN SUBBASE TO
BREAK UP COMPACTION
AT DEPTH OF 4"-6"
SUBBASE; SCARIFY
SURFACE
PLANTING SOIL PROFILE
NTS
8" PLANTING SOIL
65-70% NATIVE TOPSOIL
30-35% ORGANIC COMPOST
MIXED THOROUGHLY TO MEDIUM TEXTURE
NOTES:
1.All material to be free of toxic substances, weed seed, stones, sticks or other material
harmful to plant growth. Topsoil: ph range of 6.0 to 7.0, min. 6% organic matter.
2.Compost: well-composted, stable, weed-free organic matter, ph range of 5.5 to 8.
3.Submit soil sample for analysis ... provide amendments per recommendations.
4.Remove any debris, rocks, or clumps 2" or larger.
5.Do not spread if planting soil, topsoil or subgrade is frozen, muddy, or excessively wet.
4
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
RE
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49720
AS SHOWN
SITE PLAN
NOT FOR
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06
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L-7.0
6" CONCRETE
3,500 PSI @ 28 DAYS
6" ABC
(98% COMPACTED)
COMPACTED SUBGRADE
(95% COMPACTED)
NOTES:
1) Cross slope as shown on grading plan.
2) Expansion joints every 30' or as shown on the plans.
3) Control joints every 10' or as shown on the layout plans
4) Broom Finish
WELDED WIRE MESH
CONCRETE PAVING (HEAVY DUTY)
1 1/2" = 1'-0"1 ASPHALT PAVING (STANDARD DUTY)
2.5" INTERMEDIATE
COURSE (I19.0B)
6" COMPACTED ABC
(95% COMPACTION)
COMPACTED SUBGRADE
(95% COMPACTION)
1.5" SURFACE
COURSE (S9.5B)
3
PAVEMENT
PRECAST CONCRETE WHEEL STOP
6' LENGTH BY ADAMS PRODUCTS
OR APPROVED EQUAL
#3 REBAR. 18" LENGTH
6"
8"
CONCRETE WHEEL STOP
1 1/2" = 1'-0"
6
R11
2"
R11
2"
3
8"
3
8"
1'
9"
9"
1'
R11
2"
3
8"1'-6"
1'
9" x 1'-0" x .080 STD. ALUM. SIGN TO
READ "VAN ACCESSIBLE" BOLT TO
POST W/ 3/8" CANDIUM PLATED
NUTS, BOLTS & WASHERS
1'6" x 1'-0" x .080 STD. ALUM.
ACCESSIBLE PARKING SIGN TO
READ "RESERVED PARKING" WITH
IDENTIFICATION SYMBOL. BOLT TO
POST W/ 3/8" CANDIUM PLATED
NUTS, BOLTS & WASHERS
9" x1'-0" x.080 STD. ALUM. SIGN
TO READ "MAXIMUM PENALTY
$100, GS 20-37.6". BOLT TO
POST W/ 3/8" CANDIUM PLATED
NUTS, BOLTS & WASHERS
GALVANIZED METAL
CHANNEL POST
COLORS:
LEGEND AND BORDER:
GREEN
SYMBOL: WHITE ON BLUE
BACKGROUND
BACKGROUND: WHITE
LEGEND AND BORDER: GREEN
BACKGROUND: WHITE
LEGEND AND BORDER:
GREEN BACKGROUND:
WHITE
FINISHED GRADE
ACCESSIBLE PARKING SIGN - GALVANIZED POST
3/8" = 1'-0"
1'-6"
6'-1"
3'
7
9
L-7.0
ACCESSIBLE PATH
8' MINIMUM 5' MINIMUM
(8' FOR VAN ACCESSIBLE)
21' MINIMUM
4' MIN.
CONCRETE
WHEEL STOP
2'
9
L-7.0
ACCESSIBLE PARKING SPACE STRIPING
3/16" = 1'-0"
8
NOTES:
1.Transverse markings are - 4 inches wide / 3ft spacing / 45 deg. angle.
2.A) All markings on asphalt pavement are to be pre-formed thermoplastic (installed per
manufacturer's recommendations); unless otherwise noted
B) All markings on concrete pavement are to be painted (min 2 coats), unless otherwise noted
3.All markings to conform to mutcd guidelines and/or ncdot standards
4" WIDE WHITE LINES PER SPECS
ON PROPOSED PAVEMENT,
UNLESS OTHERWISE NOTED
PAVEMENT MARKINGS
1/2" = 1'-0"
5'
3'
45°
4
8" COMPACTED ABC
COMPACTED SUBGRADE
GEOTEXTILE FABRIC
GRAVEL PAVING
1 1/2" = 1'-0"
5
6"
6"
4"
FINISHED GRADE
CIP CONCRETE CURB
3,000 PSI @ 28 DAYS
COMPACTED
SUBGRADE
CRUSHED STONE BASE
PLANTING SOIL
PER SPECS
1/2" RADIUS (TYP.)
12"
FINISHED GRADE
CONCRETE CURB
1" = 1'-0"2
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
RE
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49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
06
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2
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0
2
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L-7.1
NOTES:
1.Fence fabric shall be secured to gate frames with knuckled selvage along all edges for all types
chain link fence installations.
2.Refer to specifications for all pipe sizing
3.All concrete footings around posts at ground line shall be mounded & sloped for positive drainage.
4.All posts & hardware to be hot dipped galvanized sch. 40.
5.All gates to be secured with padlock furnished by owner.
5.Options: Vinyl-coated fabric, Privacy slats, Barbed wire/tape; Refer to specifications
COMPACTED
SUBGRADE
12-18" DIA.
CONCRETE
FOOTINGS
3" CLEAR
BOTTOM HINGE
180 DEG. SWING
36" MIN
HEIGHT PER PLANS
TOP HINGE
180 DEG. SWINGPER PLANS
LOCKABLE FORK OR
PLUNGER BAR LATCH
PEDESTRIAN FENCE GATE - SINGLE
1/4" = 1'-0"
1
8' HEIGHT
FOOTER DEPTH:
30" (4' HIGH)
36" (6-8' HIGH)
42" (10' HIGH)
8' CHAINLINK FENCE
1/4" = 1'-0"
KNUCKELD SELVAGE @
TOP & BOTTOM (TYP.)
TOP RAIL PER SPECS
INLINE POST CAP
TERMINAL POST CORNER OR
END MIN. 3-7/8" O.D. (OR PER
MANUFACTUER), SCH. 40 GALV
2" MESH CHAIN LINK FABRIC, 9 GA
CORE (BLACK VINYL COATED)
TENSION BAR (TYP.)
TENSION BAR BANDS / CLIPS, 12" OC
12"-18" DIA
CONCRETE
FOOTINGS
WIRE TIES @ 12" OC (TYP.)
2-7/8" OD LINE POSTS (TYP.)
NOTES:
1.Fence fabric shall be secured to gate frames with knuckled selvage along all edges for all types chain link fence installations.
2.All concrete footings around posts at ground line shall be mounded & sloped for positive drainage.
3.All posts & hardware to be hot dipped galvanized sch. 40.
4.Gates to be secured with padlock furnished by owner.
5.Options: Vinyl-coated fabric, Privacy slats, Barbed wire/tape; Refer to Specifications
3" CLEAR MIN.
BOTTOM TENSION WIRE;
1-1/2" (MAX.) FROM
FINISHED GRADE
3
TREE GRATE
NTS4
NOTES:
1.Fence fabric shall be secured to gate frames with knuckled selvage along all edges for all types
chain link fence installations.
2.Refer to Specifications for all pipe sizing
3.All concrete footings around posts at ground line shall be mounded & sloped for positive drainage.
4.All posts & hardware to be hot dipped galvanized sch. 40.
5.Gates to be secured with padlock furnished by owner.
6.Options: Vinyl-coated fabric, Privacy slats, Barbed wire/tape; Refer to Specifications
COMPACTED
SUBGRADE 12-18" DIA.
CONCRETE
FOOTINGS3" CLEAR
BOTTOM HINGE
180 DEG. SWING (TYP.)36" MIN
HEIGHT VARIES,
PER PLANS
TOP HINGE
180 DEG. SWINGPER PLANS'
PEDESTRAIN FENCE GATE-DOUBLE
1/4" = 1'-0"
LOCKABLE FORK OR
PLUNGER BAR LATCH
2" MESH CHAIN LINK FABRIC, 9GA CORE;
2