Northern Regional Park - NCDEQ Stormwater Submittal - 202310243" CEDAR2"3" CEDAR2"3" CEDAR2" CEDAR3" CEDAR2" CEDAR2"5" MAPLE5" MAPLE4" MAPLE4"3"3"
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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
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
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AS SHOWN
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SCALE: 1" = 60'
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-4.3 DRY DETENTION POND PLAN AND PROFILE
L-4.4 DRY DETENTION POND NOTES AND DETAILS
L-4.5 STORM SEWER PROFILES
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
L-8.1 EROSION CONTROL 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 (2.29 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)
FUTURE PUMP TRACK (0.11 ac)
S.DAVIS
S.DAVIS
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AS SHOWN
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NOT FOR
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NAD 83
L-0.1
0
SCALE 1"=80'
160'80'
2
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2
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1
3
0
2
7
2
8
2
9
2
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2
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2
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24
26
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2
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2
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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
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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49720
AS SHOWN
SITE PLAN
NOT FOR
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S:
\
3
3
4
\
4
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160'80'
2
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R
U
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D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
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D
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U
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R
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D
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U
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R
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D
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UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
POST-DEVELOPMENT DRAINAGE AREA
(BYPASS TO POA 1)
A = 27.62 ac, C = 0.32, Tc = 264.80 min
IMPERVIOUS = 1.34 ac, C = 0.95
FOREST = 15.19 ac, C =0.25
GRASS = 11.09 ac, C = 0.35
POA 1
Q2, POST = 1.61 cfs
Q10, POST = 2.46 cfs
Q25, POST = 3.09 cfs
POST-DEVELOPMENT DRAINAGE AREA
TO UNDERGROUND STORAGE
A = 5.57 ac, C = 0.45, Tc = 5.00 min
IMPERVIOUS = 0.93 ac, C = 0.95
GRASS = 4.64 ac, C = 0.35
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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AS SHOWN
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NAD 83
L-0.3
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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
26.7727.59
27.52
28.06
28.67
27.93
28.55
28.92
26.94
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27.19
27.74
27.74
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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
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27.55
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25.99
28.16
28.18
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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
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F
5" MAPLE
5" MAPLE
4" MAPLE
4"
3
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3
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Pump House
W
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Pump House
Well
Transformer
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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
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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
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30
29
29
29
29
29
28
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27
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Existing 7' sheet
metal fence
28
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7
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2
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Existing 5' chain
link fence
No Tresspass
sign
Field sign
Field sign
3
0
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2
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2
8
2
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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
22
pinus taeda 8(4)
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)
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)
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)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)
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)
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)
x x
x x
x
xxxx x
xx
x
x
x
x
x
x
xx x
x
x xx
x
x
x
xx x
xx xx
x
x
x x
x x xx
x
x
x
x x x
x
x
x
x x
x
x
x
x
x
x
x
xx
x
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x x
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xx
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xx
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x x
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x x
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x xx
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x
x x x x
x
xxx
x xxxxx
xx
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x
x
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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
RE
V
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49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
OV
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NAD 83
L-1.0
0
SCALE 1"=80'
160'80'
L-1.1
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
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TP
TP
TP
TP
TP
TP
T
P
TP
TP
TP
TP
TP
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TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP TP
T
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T
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TP
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TP
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TP
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TP
TP
TP
TP
TP
T
P
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TP
TP
TP
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TP
T
P
TP
TP
TP
TP
TP
TP
TP
LO
D
LO
D
LO
D
LOD
L
O
D
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
L
O
D
LOD
LOD
LOD
LOD
LOD
L
O
D
LO
D
LO
D
L
O
D
LOD
LO
D
LOD
LOD LOD
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
L
O
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LOD
LOD
LOD
LOD
LOD
LO
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LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LO
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
O
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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
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49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
S:
\
3
3
4
\
4
9
7
2
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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
8
2
9
29
28
2
8
29
28
29
2
7
2
4
27
24
26
2625
2
6
2
5
27 27
2
7
2
7
2
7
27
25
25
26
2
6
26
25
27
2
8
2
8
28
28
29
2
8
27
28
29
3
0
3
0
3
1
2
7
2
8
2
7
2
8
27
26
26
25 26
2
6
25
27
25
27 28
2725
2
7
26 2
5
27
25
2
6
26
2
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
"
M
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TP
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TP
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TP
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6.55
6.05
6.05
6.05
6.05
6.62
6.62
6.62
6.05
6.41
TP
TP
TP
TP
TP
TP
TP
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TP
TP
TP
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6.62
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LO
D
LO
D
LO
D
LOD
L
O
D
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
L
O
D
LOD
LOD
LOD
LOD
LOD
L
O
D
LO
D
LO
D
L
O
D
LOD
LO
D
LOD
LOD LOD
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
L
O
D
LOD
LOD
LOD
LOD
LOD
LO
D
LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
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LO
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6.55
DOUBLE SILT
FENCE, TYP
DOUBLE SILT
FENCE, TYP
SILT FENCE
OUTLET, TYP
SILT FENCE
OUTLET, TYP
SILT FENCE
OUTLET, TYP
LOD = 11.00 AC
TREE PROTECTIONTP
EROSION CONTROL LEGEND
LIMIT OF DISTURBANCELOD
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY SEEDING
OUTLET STABILIZATION
BLOCK AND GRAVEL INLET
PROTECTION
ROCK PIPE INLET PROTECTION
SKIMMER SEDIMENT BASIN
SILT FENCE
SILT FENCE OUTLET
6.10
6.06
6.05
6.10
6.41
6.52
6.55
6.64
6.62
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE NEW HANOVER COUNTY AND
DESIGN TEAM. OBTAIN A LAND-DISTURBING PERMIT.
2.INSTALL GRAVEL CONSTRUCTION ENTRANCE, TREE PROTECTION, SILT FENCE, SKIMMER
BASIN, AND OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS
NECESSARY TO INSTALL THESE DEVICES.
3.CONTACT NEW HANOVER COUNTY EROSION CONTROL INSPECTOR FOR A CERTIFICATE OF
COMPLIANCE INSPECTION PRIOR TO ANY LAND DISTURBING ACTIVITY.
4.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. BEGIN ROUGH GRADING
OF SITE.
5.INSTALL CULVERTS AND STORM SEWER AS SHOWN ON DRAWINGS. SEED CULVERTS AS
INSTALLED. PLACE INLET PROTECTION ON STORM DRAINAGE STRUCTURES AS THEY ARE
INSTALLED.
6.UPON INSTALLATION OF STORM INFRASTRUCTURE AS SHOWN ON THIS DRAWING, BEGIN
CONSTRUCTION OF SKIMMER BASIN.
7.AT THE END OF EACH WORKING DAY AS GRADING PROGRESSES, ENSURE THAT ALL
INSTALLED EROSION CONTROL MEASURES ARE FUNCTIONING PROPERLY, AND THE SITE
HAS POSITIVE FLOW TO THE SEDIMENT BASIN.
8.PROCEED TO PHASE II AND MAINTAIN ALL INSTALLED EROSION CONTROL MEASURES AND
ADJUST AS NEEDED.
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
S:
\
3
3
4
\
4
9
7
2
0
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N
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SCALE 1"=50'
100'50'
ER
O
S
I
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A
N
D
S
E
D
I
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E
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T
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P
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A
S
E
I
NAD 83
L-3.0
K. LEMON
K. LEMON
B. MCLAMB
2
9
2
9
2
9
3
0
3
1
3
0
2
7
2
8
2
9
2
8
2
9
29
28
2
8
29
28
29
2
7
2
4
27
24
26
2625
2
6
2
5
27 27
2
7
2
7
2
7
27
25
25
26
2
6
26
25
27
28
2
8
28
28
29
2
8
27
28
29
3
0
3
0
3
1
2
7
2
8
2
7
2
8
27
26
26
25 26
2
6
25
27
25
27 28
2725
2
7
26 2
5
27
25
2
6
26
2
6
3" CEDAR
2"
3" CEDAR
2"
3" CEDAR
2" CEDAR
3" CEDAR
2" CEDAR
2"
5" MAPLE
5" MAPLE
4" MAPLE
4"
3
"
3
"
M
a
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i
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28
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PS
PS
PS
PS
PS
PS
RIP RAP ENERGY DISSIPATOR
W1 = 4', W2 = 9', L = 7.5'
RIP RAP ENERGY DISSIPATOR
W1 = 4', W2 = 9', L = 7.5'
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL MEASURES PREVIOUSLY CONSTRUCTED AND
INSTALL ANY ASSOCIATED WITH PHASE II EROSION CONTROL.
2.BEGIN UTILITY INSTALLATION INCLUDING WATER AND THE REMAINDER OF STORM SEWER
AS SHOWN ON DRAWINGS. INSTALL INLET PROTECTION ON STORM DRAINAGE
STRUCTURES AS THEY ARE INSTALLED.
3.BEGIN PARKING LOT CONSTRUCTION.
4.COMPLETE GRADING OPERATIONS, BUILDING CONSTRUCTION, UTILITY CONSTRUCTION,
AND ALL OTHER ASSOCIATED SITEWORK.
5.SEDIMENT BASIN 1 SHALL REMAIN IN PLACE UNTIL ALL ONSITE CONTRIBUTING AREAS ARE
STABILIZED.
6.GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
·FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY
GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF
FOURTEEN (14) DAYS. SLOPES GREATER THAN 3:1 REQUIRE GROUND COVER IN 7
DAYS.
·PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF
THE SITE UPON WHICH FURTHER LAND DISTURBING ACTIVITY IS NOT BEING
UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR
PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
·ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN
FOURTEEN (14) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
13.MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION
CONTROL INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION. CONTACT THE EROSION
CONTROL INSPECTOR TO OBTAIN SIGN-OFF ON THE PLANS.
14.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER.
SILT FENCE, INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT
BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE
REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS.
15.UPON FINAL STABILIZATION OF SITE AND APPROVAL OF NEW HANOVER COUNTY EROSION
CONTROL INSPECTOR, REMOVE ALL EROSION CONTROL MEASURES ONSITE.
SEDIMENT BASIN 1 CONVERSION NARRATIVE
1.AFTER THE SITE IS STABILIZED AND WITH THE APPROVAL OF THE NEW HANOVER COUNTY
EROSION CONTROL INSPECTOR, DEWATER AND REMOVE ACCUMULATED SEDIMENT FROM
EXISTING SEDIMENT BASIN BY MEANS OF A PUMP WITH THE EFFLUENT LINE CONNECTED
TO A DIRTBAG. THE DIRTBAG USED FOR DEWATERING IS TO BE OBSERVED AT ALL TIMES.
2.EXCAVATED ADDITIONAL AREA NEEDED AS NECESSARY TO ACHIEVE FINISHED
ELEVATIONS AS SHOWN ON GRADING AND DRAINAGE DRAWING.
3.SCM CERTIFICATION DOCUMENTATION MUST INCLUDE AS-BUILT SURVEY OF THE FACILITY
PERFORMED BY A LICENSED PROFESSIONAL.
EROSION CONTROL LEGEND
LIMIT OF DISTURBANCELOD
BLOCK AND GRAVEL INLET
PERMANENT SEEDINGPS 6.11
6.52
S.DAVIS
S.DAVIS
B.MCLAMB
JOB NO.
SHEET NO.
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NAD 83
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3" CEDAR
2"
3" CEDAR
2"3" CEDAR
2" CEDAR
3" CEDAR
2" CEDAR
2"
E
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W
5" MAPLE
5" MAPLE
4" MAPLE
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FIELD UNDERDRAIN SYSTEM
FIELD UNDERDRAIN SYSTEM
CULVERT
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25
27
2
7
26
2
5
27
25
2
6
26
3" CEDAR
2"
2"
E
4" MAPLE
4"
3
"
3
"
25
26
27
26
27
28
262627 27
25
25
26
26
27
27
25
25
26
26
27
27
27
27
27
26
26
27
X
X
X
X
X
X
X
X
X
STM
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
U
D
R
28
29
31
32
3
2
3
1
3
0
2
9
2
8
2
7
26
27
28
30
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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3
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3/1/2023
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T
Y
49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
S:
\
3
3
4
\
4
9
7
2
0
-
N
o
r
t
h
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n
R
e
g
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n
a
l
P
a
r
k
\
D
W
G
\
S
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e
e
t
\
C
D
\
4
9
7
2
0
-
3
3
4
L
-
N
R
P
-
4
.
0
-
G
R
A
D
.
d
w
g
|
P
l
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t
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d
o
n
10
/
1
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/
2
0
2
3
1
1
:
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L
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N
L
A
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G
E
M
E
N
T
NAD 83
L-4.2
0
SCALE 1"=20'
40'20'
FFE 29
2
9
2
9
3
0
3
1
2
7
2
8
2
7
2
7
2
8
2
8
3
0
3
0
2
7
2
7
2
8
2
8
2
9
3
1
3
1
3
2
3
2
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
UDR
ST
M
ST
M
STMSTM
C2
B4
B5
C3
C1
3
1
3
2
3
1
28
31
31
30
29
30 29
30
0+
0
0
0+5
0
1+00
1+50
1+93.27
0+
0
0
0+
5
0
1+
0
0
1+
1
1
.
1
7
DRY DETENTION POND CROSS SECTION
Horz: 1" = 20'
Vert: 1" = 2'
20
25
30
35
20
25
30
35
2
8
.
9
2
9
.
2
2
9
.
5
2
9
.
5
2
9
.
3
2
9
.
2
2
9
.
1
2
9
.
0
28
.
8
7
29
.
1
6
29
.
4
6
29
.
4
5
29
.
3
0
29
.
2
1
29
.
0
9
28
.
9
5
-0+25 0+00 0+50 1+00 1+50 2+00 2+15
FINISHED GRADE EXISTING GROUND
DRY DETENTION POND CROSS SECTION 2
Horz: 1" = 20'
Vert: 1" = 2'
20
25
30
35
20
25
30
35
2
9
.
5
2
9
.
5
2
9
.
5
2
9
.
5
2
9
.
5
29
.
4
5
29
.
5
4
29
.
4
8
29
.
4
8
29
.
5
5
-0+25 0+00 0+50 1+00 1+25
FINISHED GRADE
EXISTING GROUND
3
:
1
S
L
O
P
E
TRASH RACK, REFER
TO DETAIL BELOW
SOD GROWN IN
WELL-DRAINING SOIL WITH
MINIMUM CLAY CONTENT
MIN. 0.50%
S
L
O
P
E
6" TOPSOIL
5' DAM WIDTH
TOP OF DAM EL = 31.00
6" CLAY LINER
C1
TO
P
3
0
.
2
5
IN
V
O
U
T
2
7
.
1
7
(
C
2
)
C2
57.02' OF
15" RCP
@ 1.18%
C3
TO
P
2
7
.
9
4
IN
V
I
N
2
6
.
5
0
(
C
2
)
RIP RAP ENERGY
DISSIPATOR
W1 = 4', W2 = 9', L = 7.5',
MIN. THICKNESS = 24"
2YR STRM
WSEL 29.26
10YR STRM
WSEL 29.92
25YR STRM
WSEL 30.09
100YR STRM
WSEL 30.17
WSEL, TYP WSEL, TYP
0.83' FREEBOARD
RIP RAP ENERGY
DISSIPATOR
W1 = 4', W2 = 9', L = 7.5',
MIN. THICKNESS = 12"
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
E
S
C
R
I
P
T
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N
YO
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V
I
S
I
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N
A
C
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V
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D
T
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H
O
U
R
S
.
54
1
0
T
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S
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2
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6
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9
1
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8
6
6
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4
9
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8
3
3
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4
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3/1/2023
MU
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/
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W
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A
N
O
V
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R
C
O
U
N
T
Y
49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
S:
\
3
3
4
\
4
9
7
2
0
-
N
o
r
t
h
e
r
n
R
e
g
i
o
n
a
l
P
a
r
k
\
D
W
G
\
S
h
e
e
t
\
C
D
\
4
9
7
2
0
-
3
3
4
L
-
N
R
P
-
4
.
3
-
P
O
N
D
.
d
w
g
|
P
l
o
t
t
e
d
o
n
10
/
1
0
/
2
0
2
3
1
1
:
1
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A
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|
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P
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P
L
A
N
A
N
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P
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O
F
I
L
E
NAD 83
L-4.3
0
SCALE 1"=20'
40'20'
PROFILE SCALE
0
0
20
2
CROSS SECTION 1
CROSS SECTION 2
PLUNGE POOL
RIP RAP ENERGY
DISSIPATOR
W1 = 4', W2 = 9', L = 7.5',
MIN. THICKNESS = 24"
RIP RAP ENERGY
DISSIPATOR
W1 = 4', W2 = 9', L = 7.5',
MIN. THICKNESS = 12"
N.T.S.
TOP OF RISER EL. = 30.00
5.0'
4.0'
6" MIN. WALL
THICKNESS (TYP.
0-RING RCP
OUTLET PIPE 3.08'
4.58'15" Ø O-RING RCP
FLOW
CONTRACTOR SHALL PROVIDE
STEPS IN ACCORDANCE WITH
NCDOT STD. 840.66. STEPS
SHALL BE PLACED AT 16" O.C.
INV. SEE RISER PROFILE
OUTLET PIPE
FLOW
5.0'
CONTRACTOR TO
CONSTRUCT CONCRETE
COLLAR IN THE FIELD
5.0'
5.0' W X 5.0' L X 1.5' H
CONCRETE ANTI-FLOTATION BLOCK
3,000 PSI CONCRETE W/ #5 REBAR @16"
O.C. BOTH DIRECTIONS
BOTTOM ELEV. = 355.5
WRAP OUTSIDE OF PIPE JOINTS WITH
LAYER OF TYPE II GEOTEXTILE
FILTER, COVER 2 FT BY 3FT OF PIPE
CENTERED ON JOINT.
SIPHON OUTLET
(SEE SHEET C4.10
FOR DETAIL)
SIPHON OUTLET
(SEE SHEET C4.10
FOR DETAIL)
5' x 5' (O.D.) PERMANENT REINFORCED CONCRETE
OUTLET STRUCTURE DETAILS
#5 REBAR
@ 12" O.C.
100 YR WSEL = 30.17
25 YR WSEL = 30.09
10 YR WSEL = 29.92
2 YR WSEL = 29.26
DRY DETENTION BASIN CONSTRUCTION
SEQUENCE:
1.ALL EROSION SEDIMENT AND EROSION CONTROL PRACTICES SHALL
BE IN PLACE AND THE SLOPES DRAINING TO THE DRY DETENTION
BASIN SHALL BE STABILIZED BEFORE CONSTRUCTION OF THE BEGINS.
2.INSTALL TEMPORARY SILT FENCE AROUND THE DRY DETENTION BASIN
AREA AS NEEDED.
3.EXCAVATE DRY DETENTION BASIN AREA, PER THE GRADES AND
DETAILED ELEVATIONS SHOWN ON THE CONSTRUCTION PLANS.
4.CONTACT ENGINEER SO AN AS-BUILT SURVEY CAN BE PERFORMED OF
THE DRY DETENTION BASIN.
5.INSTALL ANY REMAINING STORM DRAINAGE PIPES AND INLETS.
6.FINE GRADE THE SIDE SLOPES OF THE DRY DETENTION BASIN AREA.
DRESS UP VELOCITY DISSIPATER AS NEEDED PER THE PLANS.
7.INSTALL SOD WITHIN DRY DETENTION BASIN.
8.FINE GRADE, SEED AND STABILIZE ANY REMAINING DISTURBED AREAS
AROUND THE OUTSIDE OF THE DRY DETENTION BASIN AREA. REMOVE
SILT FENCE.
9.UPON COMPLETION OF WORK, CONTACT THE PROJECT ENGINEER AND
LANDSCAPE ARCHITECT FOR AN INSPECTION AND TO BEGIN THE
AS-BUILT CERTIFICATION PROCESS. AN AS-BUILT SURVEY OF ALL
ASPECTS OF THIS FACILITY WILL BE PERFORMED BY THE ENGINEER.
CERTIFICATIONS WILL NOT BE ISSUED IF THE SCM DOES NOT MEET OR
EXCEED THE REQUIREMENTS CONTAINED IN THE CONSTRUCTION
DOCUMENTS. SHOULD REMEDIAL WORK BE REQUIRED, ALL COSTS
ASSOCIATED WITH THE REMEDIAL WORK INCLUDING RE-SURVEY AND
RE-INSPECTIONS WILL BE BORNE BY THE CONTRACTOR.
FILL BOTTOM OF
RISER WITH
CONCRETE TO
INVERT ELEVATION 12"
PLUNGE POOL:
4'L X 2'W X 12" DEEP
WITH 4" THICK
CONCRETE WALLS AND
FLOOR
2.0'PLUNGE
POOL
NOTES:
1.CONCRETE ANTI-FLOTATION BLOCK TO BE PROVIDED WITH MINIMUM
TEMPERATURE AND SHRINKAGE STEEL REINFORCEMENT.
2.TRASH RACKS FOR RISER NOT SHOWN FOR CLARITY.
3.TO PREVENT FLOTATION, CAST CONTROL STRUCTURE WITH
ANTI-FLOTATION BLOCK WITH #5 REBAR FROM FOOTING.
4.REINFORCED CONCRETE STRENGTH TO BE 3,000 PSI.
5.RISER STRUCTURE TO BE CAST IN PLACE, MONOLITHIC CONCRETE OR
PREFAB RISER STRUCTURE THAT ARE MULTIPLE SECTIONS REFER TO
RISER JOINT CONNECTION DETAIL.
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
E
S
C
R
I
P
T
I
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N
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S
I
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V
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H
O
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R
S
.
54
1
0
T
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2
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2
7
6
0
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L
9
1
9
.
8
6
6
.
4
9
5
1
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A
X
9
1
9
.
8
3
3
.
8
1
2
4
w
w
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E
3/1/2023
MU
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R
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P
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/
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W
H
A
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R
C
O
U
N
T
Y
49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
S:
\
3
3
4
\
4
9
7
2
0
-
N
o
r
t
h
e
r
n
R
e
g
i
o
n
a
l
P
a
r
k
\
D
W
G
\
S
h
e
e
t
\
C
D
\
4
9
7
2
0
-
3
3
4
L
-
N
R
P
-
4
.
3
-
P
O
N
D
.
d
w
g
|
P
l
o
t
t
e
d
o
n
10
/
1
0
/
2
0
2
3
1
1
:
1
5
A
M
|
b
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Kh
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l
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m
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N
T
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D
N
O
T
E
S
A
N
D
D
E
T
A
I
L
S
L-4.4
STORM A PROFILE
Horz: 1" = 50'
Vert: 1" = 5'
20
25
30
35
40
20
25
30
35
40
2
8
.
7
2
8
.
5
2
8
.
7
28
.
7
3
28
.
5
3
28
.
7
5
-0+25 0+00 0+50 1+00
STORM B PROFILE
Horz: 1" = 50'
Vert: 1" = 5'
20
25
30
35
40
20
25
30
35
40
2
8
.
7
2
8
.
8
2
8
.
9
2
8
.
9
2
8
.
8
2
8
.
7
2
8
.
7
2
8
.
7
2
8
.
5
2
8
.
6
2
8
.
8
2
8
.
9
2
9
.
1
2
9
.
2
28
.
7
1
28
.
8
2
28
.
9
1
28
.
8
5
28
.
7
8
28
.
7
4
28
.
7
1
28
.
7
4
28
.
4
5
28
.
5
9
28
.
8
4
28
.
8
6
29
.
1
1
29
.
2
4
-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
STORM C PROFILE
Horz: 1" = 50'
Vert: 1" = 5'
20
25
30
35
40
20
25
30
35
40
2
9
.
4
2
9
.
2
2
9
.
1
2
8
.
9
2
8
.
8
29
.
4
0
29
.
2
1
29
.
0
9
28
.
9
1
28
.
8
3
-0+25 0+00 0+50 1+001+15
FINISHED GRADE
FINISHED GRADE
FINISHED GRADE
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STORM D PROFILE
Horz: 1" = 50'
Vert: 1" = 5'
20
25
30
35
40
20
25
30
35
40
C3
TO
P
2
7
.
9
4
IN
V
I
N
2
6
.
5
0
(
C
2
)
C2
57.02' OF
15" RCP
@ 1.18%
C1
TO
P
3
0
.
2
5
IN
V
O
U
T
2
7
.
1
7
(
C
2
)
B1 TO
P
3
1
.
8
8
IN
V
I
N
2
9
.
0
4
(
A
2
)
IN
V
O
U
T
2
8
.
9
4
(
B
2
)
B3 TO
P
3
1
.
6
7
IN
V
I
N
2
8
.
2
1
(
B
2
)
IN
V
I
N
2
8
.
2
1
(
D
2
)
IN
V
O
U
T
2
8
.
1
1
(
B
4
)
B5 TO
P
2
8
.
9
4
IN
V
I
N
2
7
.
5
0
(
B
4
)
B4
121.52' OF
15" RCP
@ 0.50%
B2
146.99' OF
15" RCP
@ 0.50%
A1
TO
P
3
2
.
0
2
IN
V
O
U
T
2
9
.
3
4
(
A
2
)
B1 TO
P
3
1
.
8
8
IN
V
I
N
2
9
.
0
4
(
A
2
)
IN
V
O
U
T
2
8
.
9
4
(
B
2
)
A2
60.00' OF
15" RCP
@ 0.50%
2
8
.
6
2
8
.
4
2
8
.
6
2
8
.
7
28
.
5
9
28
.
4
1
28
.
5
6
28
.
7
1
-0+25 0+00 0+50 1+001+15
B3 TO
P
3
1
.
6
7
IN
V
I
N
2
8
.
2
1
(
B
2
)
IN
V
I
N
2
8
.
2
1
(
D
2
)
IN
V
O
U
T
2
8
.
1
1
(
B
4
)
D1
TO
P
3
1
.
2
8
IN
V
O
U
T
2
8
.
5
1
(
D
2
)
D2
60.00' OF
15" RCP
@ 0.50%
FINISHED GRADE
EXISTING GROUND
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
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54
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3/1/2023
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R
C
O
U
N
T
Y
49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
S:
\
3
3
4
\
4
9
7
2
0
-
N
o
r
t
h
e
r
n
R
e
g
i
o
n
a
l
P
a
r
k
\
D
W
G
\
S
h
e
e
t
\
C
D
\
4
9
7
2
0
-
3
3
4
L
-
N
R
P
-
4
.
5
-
P
F
S
T
.
d
w
g
|
P
l
o
t
t
e
d
o
n
10
/
1
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2
0
2
3
1
1
:
1
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W
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R
P
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F
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E
S
L-4.3
PROFILE SCALE
0
0
50
5
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
a
d
e
l
i
n
e
T
r
a
s
k
D
r
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6
0
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P
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-
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f
-
W
a
y
P.
B
.
4
9
,
P
g
.
7
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
D
i
r
t
r
o
a
d
X
X
X
X
X
X
X
O
H
P
O
H
P
X
X
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
C
R
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54
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3/1/2023
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/
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W
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A
N
O
V
E
R
C
O
U
N
T
Y
49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
S:
\
3
3
4
\
4
9
7
2
0
-
N
o
r
t
h
e
r
n
R
e
g
i
o
n
a
l
P
a
r
k
\
D
W
G
\
S
h
e
e
t
\
C
D
\
4
9
7
2
0
-
3
3
4
L
-
N
R
P
-
5
.
0
-
L
A
Y
O
U
T
.
d
w
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|
P
l
o
t
t
e
d
o
n
10
/
1
0
/
2
0
2
3
1
1
:
1
5
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M
|
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L
S
I
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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
e
l
i
n
e
T
r
a
s
k
D
r
i
v
e
6
0
'
P
u
b
l
i
c
R
i
g
h
t
-
o
f
-
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
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
E
S
C
R
I
P
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54
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8
6
6
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8
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8
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4
w
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3/1/2023
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NO
R
T
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E
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N
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G
I
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A
L
P
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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
S:
\
3
3
4
\
4
9
7
2
0
-
N
o
r
t
h
e
r
n
R
e
g
i
o
n
a
l
P
a
r
k
\
D
W
G
\
S
h
e
e
t
\
C
D
\
4
9
7
2
0
-
3
3
4
L
-
N
R
P
-
5
.
0
-
L
A
Y
O
U
T
.
d
w
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|
P
l
o
t
t
e
d
o
n
10
/
1
0
/
2
0
2
3
1
1
:
1
5
A
M
|
b
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L
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m
o
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S
I
T
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P
L
A
N
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
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
E
S
C
R
I
P
T
I
O
N
YO
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S
I
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A
C
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I
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V
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D
T
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H
O
U
R
S
.
54
1
0
T
r
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1
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2
|
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2
7
6
0
7
TE
L
9
1
9
.
8
6
6
.
4
9
5
1
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A
X
9
1
9
.
8
3
3
.
8
1
2
4
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3/1/2023
MU
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R
C
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N
T
Y
49720
AS SHOWN
SITE PLAN
NOT FOR
CONSTRUCTION
S:
\
3
3
4
\
4
9
7
2
0
-
N
o
r
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R
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g
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a
l
P
a
r
k
\
D
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\
S
h
e
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t
\
C
D
\
4
9
7
2
0
-
3
3
4
L
-
N
R
P
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7
.
0
-
D
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T
A
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S
.
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d
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10
/
1
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2
0
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3
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1
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ER
O
S
I
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N
C
O
N
T
R
O
L
D
E
T
A
I
L
S
L-8.1
S:
\
3
3
4
\
4
9
7
2
0
-
N
o
r
t
h
e
r
n
R
e
g
i
o
n
a
l
P
a
r
k
\
D
W
G
\
S
h
e
e
t
\
C
D
\
4
9
7
2
0
-
3
3
4
L
-
N
R
P
-
7
.
0
-
D
E
T
A
I
L
S
.
d
w
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|
P
l
o
t
t
e
d
o
n
10
/
1
0
/
2
0
2
3
2
:
0
1
P
M
|
b
y
Kh
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l
s
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L
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m
o
n
CONSTRUCTION ENTRANCE / EXIT INLET PROTECTION
SILT FENCE OUTLET
SILT FENCE
PERMANENT SEEDING GROUND COVER INFORMATION4
1 2 3
5 6