HomeMy WebLinkAboutStancil Farms_PrelimJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165209/22/2021
STANCIL FARMSBENSON ROAD, HARNETT COUNTY, NORTH CAROLINA48971
C.PUGH
E.ANGE
K.ROBERTSFOR
RE
VIE
W
ONLYN/A
C0.0 COVERRESIDENTIALPROPOSED USE:
EXISTING ZONING:
PIN:
RA-30
STANCIL FARMSPROJECT:
SITE DATA
ENGINEER:
KEITH ROBERTS, PE
PHONE: 919-866-4940
RALEIGH, NC 27607
5410 TRINITY ROAD, SUITE 102
TIMMONS GROUP
FAX: 919-859-5663
EMAIL: KEITH.ROBERTS@TIMMONS.COM
TOTAL DEVELOPED TRACT AREA:206.49 AC
PROPERTY LOCATION:
DEVELOPER/OWNER:
TOWNSHIP:BLACK RIVER
STANCIL FARMS
PRELIMINARY SUBDIVISION PLAN
HARNETT COUNTY, NORTH CAROLINA
506 SPIDERLILY LANE
SITE
LAND USE CLASSIFICATION:AGRICULTURAL
BENSO
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)NAD83STANCIL BUILDERS, INC.
FREDDIE STANCIL
466 STANCIL ROAD
ANGIER, NC 27501
EMAIL: FREDDIESTANCIL@STANCILBUILDERS.COM
PHONE: 919-639-2073
VICINITY MAP
SCALE: 1" = 2000'OLD STAGE ROAD (SR-1006)PI
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NC 210 N
0693-17-8677, 0693-16-3766, 0693-16-4023, 0693-15-9477,
0693-24-7759, 0693-24-3054, 0693-25-9588, 0693-26-1997,
0693-26-2449 & 0693-36-9238
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER
C1.0 EXISTING CONDITIONS PLAN
C2.0 SITE PLAN
C3.0 PRELIMINARY UTILITY PLAN
C4.0 LANDSCAPE & LIGHTING PLAN
APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY
CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT
MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER AND
WASTEWATER SYSTEM TO MEET FUTURE WATER DEMANDS PRIOR TO A
PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL
N 08°55'27"E599.06'N 86°35'17"W
1254.00'S 00°00'19"W854.08'N 69°02
'
5
8
"
E
389.93
'S 24°29'19"W1130.68'S 87°57'57"W
329.98'
S 88°17'58"W
308.52'N 13°41'35"E683.46'S 24°22'49"W313.85'S 24°37'04"W198.04'N 09°14'00"E847.44'N 02°39'35"W366.51'N 09°25'18"E276.04'N 09°56'40"E467.71'N 77°08'
0
5
"
W
446.00'
N 84°30'01"E
439.72'N 02°30'49"E522.87'N 02°30'49"E554.91'N 02°21'40"E320.12'S 89°02'23"E
600.93'
S 78°06'
3
8
"
E
392.42'S 30°15'22"W1196.20'S 03°20'22"W196.40'N 88°18'19"E 731.32'N 21°48'02"E1051.90'L-69
L-56
L-
7
L-92L-24L-48L-41L-16
L-70
L-8L-93L-25L-49
L-62
L-42
L-17
L-71
L-1L-9
L-26
L-50L-63
L-43L-18L-8
7
L-72
L-
1
0
L-35
L-64
L-27L-51L-44L-19L-73
L-2
L-
1
1
L-36
L-65
L-28L-52
L-20 L-88
L-74
L-3L-12
L-37
L-66
L
-
2
9
L-53L-21L-4
5 L-89
L-4
L-38L-13L-67
L-54 L-30
L-22
L-46L-90L-5L-39
L-14
L-68
L-55L-23L-91
L-47
L-
6
L-40L-15N/F
HUGHIE & JAMES GARDNER
PIN: 0683-84-4632
DB 10E PG 385
DB 449 PG 74
ZONING: RA-30
EX CEMETERY
N/F
TRENT WILSON
PIN: 0693-14-3242
DB 2722 PG 660
ZONING: RA-30
N/F
TRENT WILSON
PIN: 0693-14-3242
DB 3007 PG 228
ZONING: RA-30
N/F
TRENT WILSON
PIN: 0693-14-5876
DB 689 PG 243
ZONING: RA-30
N/F
TRENT WILSON
PIN: 0693-14-5876
DB 993 PG 494
ZONING: RA-30
N/F
CHARLES MOORE
PIN: 0693-04-1154
DB 751 PG 952
ZONING: RA-30
KEVIN & SANDRA OWENS
PIN: 0693-06-5630
DB 3295 PG 928
ZONING: RA-30
KEVIN & SANDRA
OWENS
PIN: 0693-06-8855
DB 3360 PG 90
ZONING: RA-30
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PG
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VICKI & WILLIAM
STEPHENSON
PIN: 0693-17-5695
DB 2050 PG 620
ZONING: RA-30
LINDA GRESHAM
PIN: 0693-27-1629
DB 790 PG 682
ZONING: RA-30
HAMP KEVIN RALPH &
HAMP MARSHA ANNETTE
PIN: 0693-28-2141
DB 3777 PG 170
ZONING: RA-30
CORY SHIRK
PIN: 0693-27-2606
DB 3538 PG 588
ZONING: RA-30
SOCORRO ROJAS MARIA BEDOLLA
PIN: 0693-27-3617
DB 2059 PG 526
ZONING: RA-30
MARY PARTINPIN: 0693-27-7646 DB 1838 PG 720ZONING: RA-30HAROLD PARTIN
PIN: 0693-27-6525
DB 892 PG 984
ZONING: RA-30
LINDA STEPHENSON
PIN: 0693-26-9423
DB 1540 PG 142
ZONING: RA-30
CAROL B. HOFFMAN
PIN: 0693-36-4332
DB 3431 PG 884
ZONING: RA-30
GREGORY WILLIS H &
GREGORY RITA B
PIN: 0693-45-3911
DB 3958 PG 567
ZONING: RA-30
JUNE & PATRICK EASON
PIN: 0693-44-1496
DB 6460 PG 909
ZONING: RA-30
JUNE & PATRICK EASON
PIN: 0693-34-4160
DB 6460 PG 909
ZONING: RA-30
SUSAN ADAMS
PIN: 0693-22-6258
DB 744 PG 112
ZONING: RA-30
JUNE & PATRICK EASON
PIN: 0693-22-0622
DB 3460 PG 909
ZONING: RA-30
N/F
ARLEY DUGGER
PIN: 0693-13-9391
DB 797 PG 938
ZONING: RA-30
N/F
JONES RANDY C &
JONES JUDY
PIN: 0693-13-2380
DB 699 PG 244
ZONING: RA-30
JUNE & PATRICK EASON
PIN: 0693-22-0622
DB 3460 PG 909FRED STANCILPIN 0693-17-8677DB 986 PG 117ZONING: RA-30FRED & KATHY STANCIL
PIN 0693-16-3766
DB 2333 PG 853
ZONING: RA-30
FRED & KATHY STANCIL
PIN 0693-26-1997
DB 1129 PG 85
ZONING: RA-30
FRED & KATHY STANCIL
PIN 0693-26-2449
DB 1129 PG 85
ZONING: RA-30
FRED & KATHY STANCIL
PIN 0693-16-4023
DB 1129 PG 85
ZONING: RA-30
FRED & KATHY STANCIL
PIN: 0693-15-9477
DB 1129 PG 85
ZONING: RA-30
FRED & KATHY STANCIL
PIN: 0693-25-9588
DB 1129 PG 85
ZONING: RA-30
FRED & KATHY STANCIL
PIN: 0693-24-7759
DB 1268 PG 924
ZONING: RA-30
FRED & KATHY STANCIL
PIN: 0693-24-3054
DB 1129 PG 85
ZONING: RA-30
FRED & KATHY STANCIL
PIN: 0693-36-9238
DB 1129 PG 85
ZONING: RA-30
PARTIN MARY ALICE
PIN: 0693-27-7646
DB 1838 PG 720
ZONING: RA-30
WWWW
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
W
W
W
W
W
W
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W
W
W
W
W
W
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SR 10
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PINEY
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SR 150
5
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'
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EX. POND
EX. POND
EX. POND
260
26026026027027027
0
270270 2
7
0
270
270
270280
28
0 280280 280280280290290290290
290
290
290
290
290300300300300
300
3
0
0
300
300
300
30
0
3
0
0
310
310310
310
31031
0310310
310
310310310
320
320
320320320320320 320330330
3
3
0 330
EXISTING PROPERTY
LINE TO BE REMOVED
SPIDERLILY LANE TO BE RELOCATED
EXISTING PROPERTY
LINE TO BE REMOVED
EXISTING PROPERTY
LINE TO BE REMOVED
EXISTING PROPERTY
LINE TO BE REMOVED
EXISTING PROPERTY
LINE TO BE REMOVED
EXISTING PROPERTY
LINE TO BE REMOVED
EXISTING NEUSE
RIPARIAN BUFFER
EXISTING PROPERTY
LINE TO BE REMOVED
EXISTING PROPERTY
LINE TO BE REMOVED
L-15
79.14'
S 79°31'22"E
S 07°54'41"E
N 10°04'37"E
97.16'
36.83'
137.78'
31.97'
399.79'
L-69
L-56
69.69'
L-32
S 79°24'52"E
90.04'
N 06°28'09"E
70.57'
S 34°51'26"E
L-85
134.62'
L-7
L-92
L-24
L-48
S 54°21'59"E
N 55°40'22"W
L-61
N 85°06'44"W
N 12°02'40"W
L-78
N 24°11'00"W
115.39'
L-41
30.00'
N 76°35'25"E
129.37'
L-16
N 13°23'42"E
S 25°25'07"W
320.67'
47.74'
N 59°47'38"E
74.21'
120.89'
412.50'
L-70
53.31'
L-33
100.23'
S 02°30'49"W
117.71'
L-8
S 12°58'39"E
L-86
88.85'
L-93
N 52°20'54"W
L-25
L-49
L-62
S 24°29'19"W
N 83°17'29"W
N 20°42'08"E
L-79
S 45°45'38"W
N 76°35'25"E
30.30'
L-42
L-17
205.70'
S 76°12'31"E
48.52'
S 54°53'33"W
N 79°32'32"E
30.56'
27.15'
COURSE BEARING DISTANCE
112.20'
L-71
201.30'
118.81'
197.10'
L-34
L-9
N 79°25'06"W
59.76'
90.05'
N 50°09'11"W
86.85'
N 86°56'05"E
30.51'
L-26
L-50
L-63
L-80
S 88°11'36"E
85.72'
L-43
S 00°22'51"W
N 76°35'25"E
L-18
39.03'
16.40'
N 76°36'32"W
S 35°57'20"W
N 45°22'03"E
L-72
160.14'
264.00'
6.83'
L-1
L-10
L-35
S 80°21'45"W
299.98'
N 06°28'09"E
148.79'
N 48°40'09"W
191.99'
S 20°54'54"W
L-64
L-27
L-51
S 74°52'20"E
30.06'
L-81
S 13°44'09"W
352.25'
S 14°26'56"W
40.88'
L-19
86.77'
S 13°24'58"W
COURSE BEARING DISTANCE
L-87
N 17°30'44"E
L-73
105.93'
S 61°33'50"E
L-2
285.67'
L-11
L-36
S 80°21'45"W
N 83°34'21"W
108.09'
N 48°58'30"W
S 65°33'18"W
266.55'
L-65
20.26'
L-28
L-52
76.31'
125.52'
S 89°49'13"E
S 11°30'04"E
S 14°26'56"W
28.89'
30.46'
L-20
L-44
L-88
N 57°55'27"E
S 21°01'31"W
L-57
L-74
L-3
S 56°16'17"E
116.61'
107.55'
L-12
L-37
N 02°30'49"E
S 12°20'50"W
S 58°26'51"W
N 86°35'17"W
S 14°33'50"E
161.51'
562.31'
95.58'
L-66
L-29
L-53
25.78'
121.01'
52.32'
N 02°30'49"E
S 40°01'39"E
N 86°02'50"W
153.57'
88.35'
L-82
L-21
L-45
L-89
N 13°41'35"E
N 17°44'38"E
L-58
L-4
S 62°47'27"E
L-75
S 54°22'09"E
36.22'
S 58°44'20"W
138.60'
L-38
32.21'
S 78°11'56"E
L-13
S 79°01'40"E
S 17°39'41"E
N 26°12'56"E
31.62'
216.78'
148.50'
326.07'
L-67
L-5483.66'
L-30
86.49'
114.12'
N 58°26'54"E
N 85°06'44"W
S 25°54'49"E
16.16'
255.29'
L-83
L-22
L-46
L-90
L-5
S 60°24'50"E
L-59
N 73°22'03"E
S 27°11'33"W
L-76
S 04°28'01"W
N 86°06'08"W
98.40'
L-39
74.93'
N 67°10'25"E
121.19'
L-14
S 79°29'28"E
S 77°29'07"E
N 78°52'19"E
30.00'
114.54'
604.56'
152.35'
L-68
5.56'
L-55
36.06'
L-31
119.45'
S 79°24'52"E
N 83°16'57"W
20.36'
S 26°39'12"E
L-84
64.02'
L-23
L-91
L-6
L-47
S 56°16'17"E
L-60
N 59°26'42"W
N 18°26'15"E
N 86°02'50"W
S 59°06'01"W
L-77
36.80'
L-40
27.50'
N 67°10'25"E
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165209/22/2021
STANCIL FARMSBENSON ROAD, HARNETT COUNTY, NORTH CAROLINA48971
C.PUGH
E.ANGE
K.ROBERTSFOR
RE
VIE
W
ONLY1" = 250'
C1.0 EXISTING CONDITIONS PLANNAD 830
SCALE 1"=250'
500'250'
PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
SUITABLE SOILS
LEGEND
NOTES:
1.BOUNDARY INFORMATION TAKEN FROM SURVEY BY BENTON W. DEWAR AND
ASSOCATES DATED JULY 8, 2021.
2.TOPOGRAPHIC INFORMATION TAKEN FROM HARNETT COUNTY GIS.
3.THE SUBJECT PROPERTY IS NOT LOCATED IN FEMA FLOOD HAZARD ZONE IN
ACCORDANCE WITH FIRM MAP #3720068200J, WITH AN EFFECTIVE DATE OF
OCTOBER 3, 2006.
4.PRELIMINARY SOIL INFORMATION TAKEN FROM ADAMS SOIL CONSULTING DATED
09/08/2021.
OLD S
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PINEY
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'
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EX CEMETERY
EX. POND
EX. POND
EX. POND
123
25,531 SF0.59 AC
94
29,890 SF
0.69 AC
93
25,487 SF
0.59 AC
148
35,786 SF
0.82 AC
147
31,388 SF
0.72 AC
39
27,569 SF
0.63 AC
47
36,209 SF
0.83 AC
55
40,219 SF
0.92 AC
40
25,380 SF
0.58 AC
48
32,261 SF
0.74 AC
56
42,246 SF0.97 AC
41
27,732 SF
0.64 AC
49
37,825 SF
0.87 AC
57
48,655 SF
1.12 AC
42
25,309 SF
0.58 AC
50
32,584 SF
0.75 AC
58
43,920 SF
1.01 AC
43
25,119 SF
0.58 AC
51
38,825 SF
0.89 AC
9
30,974 SF
0.71 AC
44
25,413 SF
0.58 AC
52
37,190 SF0.85 AC
37
27,793 SF
0.64 AC
45
26,274 SF
0.60 AC
53
37,322 SF
0.86 AC
38
32,183 SF
0.74 AC
46
25,410 SF
0.58 AC
54
36,729 SF
0.84 AC
5
62,345 SF
1.43 AC
634,365 SF
0.79 AC
60
77,379 SF
1.78 AC
6170,422 SF
1.62 AC
62
86,448 SF
1.98 AC
59
38,469 SF
0.88 AC
20
29,522 SF
0.68 AC
151
35,280 SF
0.81 AC
84
29,858 SF
0.69 AC
21
25,382 SF
0.58 AC
152
33,161 SF
0.76 AC
83
31,238 SF
0.72 AC
22
25,101 SF
0.58 AC
99
63,628 SF
1.46 AC
82
32,487 SF
0.75 AC
13
27,343 SF
0.63 AC
23
25,226 SF0.58 AC
135
54,069 SF
1.24 AC
98
25,807 SF
0.59 AC
89
58,908 SF
1.35 AC
81
45,653 SF
1.05 AC
74
25,792 SF0.59 AC
14
25,402 SF
0.58 AC
24
25,174 SF
0.58 AC
136
137,124 SF
3.15 AC
97
25,809 SF
0.59 AC
88
42,835 SF
0.98 AC
80
44,692 SF
1.03 AC
73
50,397 SF
1.16 AC
16
38,985 SF0.89 AC
25
25,952 SF
0.60 AC
96
25,811 SF
0.59 AC
87
31,590 SF
0.73 AC
15
30,690 SF0.70 AC
68
25,093 SF
0.58 AC
17
25,339 SF
0.58 AC
26
25,582 SF
0.59 AC
149
47,767 SF
1.10 AC
95
25,968 SF0.60 AC
86
34,368 SF
0.79 AC
79
33,739 SF
0.77 AC
67
25,202 SF
0.58 AC
18
25,166 SF
0.58 AC
27
53,491 SF
1.23 AC
150
36,276 SF
0.83 AC
92
26,088 SF
0.60 AC
85
28,477 SF
0.65 AC
78
30,730 SF
0.71 AC
66
83,405 SF
1.91 AC
171,381 SF
1.64 AC
28
45,333 SF
1.04 AC
91
43,802 SF
1.01 AC
77
26,377 SF
0.61 AC
10
36,727 SF
0.84 AC
90
67,146 SF
1.54 AC
76
25,326 SF
0.58 AC
11
56,936 SF
1.31 AC
134
52,892 SF
1.21 AC
75
25,272 SF
0.58 AC
3
47,991 SF
1.10 AC
241,473 SF
0.95 AC
4
53,169 SF1.22 AC
72
37,621 SF
0.86 AC
105
25,200 SF
0.58 AC
106
29,600 SF
0.68 AC
108
27,118 SF0.62 AC
100
31,934 SF
0.73 AC
101
25,200 SF
0.58 AC
102
25,200 SF
0.58 AC
103
25,200 SF0.58 AC
104
25,200 SF
0.58 AC
107
31,179 SF
0.72 AC
109
26,445 SF
0.61 AC
110
29,886 SF
0.69 AC
36
31,476 SF
0.72 AC
71
51,555 SF
1.18 AC
70
37,149 SF
0.85 AC
69
40,110 SF
0.92 AC
34
44,890 SF
1.03 AC
35
35,517 SF
0.82 AC
65
39,000 SF
0.90 AC
64
30,000 SF
0.69 AC
63
54,282 SF
1.25 AC
33
41,848 SF
0.96 AC
32
26,042 SF
0.60 AC
31
26,555 SF
0.61 AC
19
41,939 SF
0.96 AC
7
34,015 SF
0.78 AC
829,277 SF
0.67 AC
30
25,271 SF
0.58 AC29
31,422 SF0.72 AC
115
31,133 SF
0.71 AC
116
25,951 SF0.60 AC
117
25,706 SF
0.59 AC
118
30,642 SF
0.70 AC
111
30,797 SF
0.71 AC
112
25,570 SF
0.59 AC
113
25,570 SF
0.59 AC
114
30,367 SF
0.70 AC
121
25,529 SF
0.59 AC
120
25,012 SF
0.57 AC
119
28,016 SF
0.64 AC
142
33,287 SF
0.76 AC
143
32,367 SF
0.74 AC
144
33,847 SF
0.78 AC
137
25,944 SF
0.60 AC
145
56,974 SF
1.31 AC
138
25,480 SF
0.58 AC
146
33,804 SF
0.78 AC
139
28,865 SF
0.66 AC
140
39,764 SF
0.91 AC
141
29,575 SF
0.68 AC
130
25,073 SF
0.58 AC
122
29,772 SF
0.68 AC
129
25,187 SF
0.58 AC
128
25,054 SF
0.58 AC
127
25,291 SF
0.58 AC
126
26,231 SF
0.60 AC
133
27,415 SF
0.63 AC
125
25,231 SF
0.58 AC
132
25,203 SF
0.58 AC
124
25,818 SF
0.59 AC
131
25,462 SF0.58 AC
12
42,320 SF
0.97 AC
185
52,548 SF
1.21 AC
153
44,947 SF
1.03 AC
178
25,997 SF
0.60 AC
154
33,084 SF0.76 AC
155
55,881 SF
1.28 AC
156
54,011 SF1.24 AC
157
37,127 SF
0.85 AC
161
44,810 SF
1.03 AC
184
29,891 SF
0.69 AC
183
25,126 SF0.58 AC
159
41,688 SF
0.96 AC
160
35,058 SF0.80 AC
182
25,243 SF
0.58 AC
181
29,037 SF0.67 AC
164
31,369 SF
0.72 AC
180
25,505 SF
0.59 AC
162
37,910 SF
0.87 AC
179
25,825 SF
0.59 AC
163
30,583 SF
0.70 AC
176
25,094 SF
0.58 AC
169
27,267 SF
0.63 AC
177
25,638 SF
0.59 AC
173
25,063 SF
0.58 AC
165
25,135 SF
0.58 AC
166
25,165 SF
0.58 AC
175
25,047 SF0.57 AC
174
25,032 SF
0.57 AC
167
25,204 SF
0.58 AC
168
25,097 SF
0.58 AC
171
25,238 SF
0.58 AC
172
25,115 SF
0.58 AC
170
25,032 SF0.57 AC
158
38,399 SF0.88 AC
OS 1
292,776 SF
6.72 AC
OS 2
427,644 SF
9.82 AC
OS 3
59,942 SF
1.38 AC RESERVED BY OWNER
388,617 SF
8.92 AC
OS 5
228,878 SF
5.25 AC
OS 4
197,818 SF
4.54 AC
OS 6
106,645 SF
2.45 AC
ROAD A50' PUBLIC R/W & PUBLIC UTILITYROAD B50' PUBLIC R/W & PUBLIC UTILITYROAD C
50' PUBLIC R/W & PUBLIC
U
T
I
L
I
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Y
R
O
A
D
D
50'
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YROAD E50' PUBLIC R/W & PUBLIC UTILITYROAD F50' PUBLIC R/W & PUBLIC UTILITY
ROAD G50' PUBLIC R/W & PUBLIC UTILITYROAD H50' PUBLIC R/W & PUBLIC UTILITY
ROA
D I
50' P
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B
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&
P
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P
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ROA
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U
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ROAD K50' PUBLIC R/W &
P
U
B
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PHA
S
E 2PHASE 182'136'111'124'212'147'106'53'25'90'
122'
153'177'172'178'157'1'
82'
90'
8'
88'
83'116'130'182'195'186'136'146'39'86'75'75'75'100'75'75'294'284'25'235'72'
126'121'84'136'135'199'50'62'100'114'10'164'109'111'24'101'
127'
163'
54'64'134'23'217'74'334'90'149'316'
247'103'
74'93'101'94'261'229'100'100'72'28'72'76'244'9'527'508'119'7'41'65'55'62'66'101'101'101'71'30'
190'
80'
92'358'107'143'114'120'105'105'95'98'98'149'103'161'177'65'
42'41'41
'
89'
116
'
40
'
50'
10
0
'
13
0
'
25
7
'
11
6
'
1
5
2
'
10'
1
0
1
'49'35'148'22'135'112'105'88'100'52'48'68'7'39'145'100'
48'280'5'13
0
'
1
0
0
'
16
0
'
1
92
'
2
9
2
'305'34'111'79'84'171'40'136'89'84'107'54'46'
46'
54'
88'
13'102'98'2'122'109'103'123'39'12'
136'
270'
21'
65'39'180'5'147'14'100'100'100'135'120'133'153'115'73'27'161'28'100'98'40'
3
0
3
'
10
0
'
12'
47'
68'
100
'
70'
55'
9
6
'55'44'146'218'2'101'101'48'18'
189'
157'21'73'41'4
1
'
41'44'
21'
29'
47'
48'
16
'35'23'133'139'124'33'253'58'
193'
84'
71'
220'39'85'95'49'110'17'83'100'99'3
9
'
221'6'158'11'198'
46'155'121'112'70'30'55'85'3
8
'272'111'109'138'39'219'21'28'41'41'
52'79'21'19'95'
36'47'11
9
'
28
'
13
0
'
14
2
'38'199'31'152'36'82'4'97'2'93'
290'
67'
156'90'68'106'39'178'100'122'142'50'115'143'128'19'67'
46'
105'
103'
100'
100'
64'
36'101'76'21'60'52'51'41'36'21'14'120'110'138'60'40'37'63'
100'100'
133'
123'34'136'6'311'4
0
'76'100'100'100'100'15'265'100'100'100'101'197'39'110'112'48'81'166'
21'39'68'57'7
8
'21'48'
52'
72'28'100'100'100'100'127'118'85'32
'168'
35'116'54'114'145'36'163'85'72'131'42'89'10'100'41'104'77'80'100'100'56'46'61'39'16'31
'
85
'41'48'
4
4
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9
'12'
120'150'105'105'105'105'105'83'18'40'214'282'39'7'93'51'100'125'313'25'267'
42
'231'238'40
'94'100'100'97'39'228'231'39
'96'100'100'94'39'251'234'
3
0
1
'
158'
424'
441'
401'
394
'
241'
219'
431'
413'
195'
20
0
'
25
7
'
21
1
'
2
4
5
'
33
8
'
26
3
'
20
5
'
170'
197'
149'
149'
17
3
'
130
'
130'
142
'
158'
100'20'513'53'
24'
5'258'117'135'258'258'258'347'
359'
328'42'
481'
398'
5
2
'
57'
397'
3
7
8
'
3
0
0
'
3
3
9
'
2
6
7
'11'2
6
'98'7'28
5
'7'28'98'28
1
'7'10'49'53'22
3
'16'27'
16
'53'28'
20
8
'25'43'
20'83'228'13'36'31'32'20'29'16'103'66'110'74'30'15'359'300'115'40'30
4
'127'9'121'23
8
'
20
1
'133'16'16
2
'131'
13'
22
7
'
2
3
6
'
2
4
2
'
2
5
2
'
2
7
3
'
102'
87'
78'85'
21'39'105'29'1
7
2
'50'29'53'113'22'261'22'97'228'233'101'
31'181'109'
8
0
'219'15'62'85'125'271'
14
9
'
248'
17
8
'272'349'308'125'224'71'
8
0
'15'
49'
121'
46'
1
2
0
'
156'
183
'
30'
71'
22
3
'
39'199'246'6'182'95'319'208'
172'
159'137'188'227'259'303'107'117'
85'27'73'
60'
245'
222'
222'121'100'100'119'256'
256'
256'261'
258'
256'
240'29'92'23'82'61'44'240'
240'
240'105'105'105'279'267'278'292'305'319'324'315'271'
252'
247'
242'
239
'
236'
12
0
'161'158'
114'178'282'300'300'300'
252'
256'
261'
308'
6
8
'349'
1
2
4
'115'323'
327'
63'279'265'136'264'264'190'
229
'
243'112'43'
16
7
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34
'260'185'342'
297'
257'
251'
35
'79'101'100'15'30'69'56'88'23'30'
78
'37'143'15'
113'
100'95'
7
3
'33'126'22'60'107'86'44'78'96'77'133'32
'407'
63
'
19
0
'107'419'27'89'
39'100'109'
344
'
415'
463
'
25'55'
33'
20'
377'
390'
394'416'420'294'8'
23'98'35'46'2'90'62'25'16'54'125'230'
1
8
'
4
2
9
'298'
32
1
'
32
4
'
315'
263'
185'
156'
224'
197'67'14'12'179'6'3'240'
240'18'147'137'295'
29
2
'
29'49'56'21'58'89'19'48'6'118'8'37'62'38'18'34'68'38'68'
87
'PHASE 2PHASE 1PHASE 2PHASE 1TEMPORARY TURNAROUND
AND EASEMENT
TEMPORARY TURNAROUND
AND EASEMENT
TEMPORARY TURNAROUND
AND EASEMENT
30' X 30' SIGN EASEMENT
30' X 30' SIGN EASEMENT
30' STREETSCAPE BUFFER
30' STREETSCAPE BUFFER
30' STREETSCAPE BUFFER
MAIL KIOSK
AREA TO BE
IMPROVED
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165209/22/2021
STANCIL FARMSBENSON ROAD, HARNETT COUNTY, NORTH CAROLINA48971
C.PUGH
E.ANGE
K.ROBERTSFOR
RE
VIE
W
ONLY1" = 250'
C2.0 SITE PLANNAD 830
SCALE 1"=250'
500'250'
TEMPORARY HAMMERHEAD
TURNAROUND
50' RIGHT-OF-WAY
PAVEMENT
WIDTH ROW28' R
A
D.
PROPERTY/PHASE LINE
5' TEMPORARY CONSTRUCTION EASEMENT
(FOR MAINTENANCE AND FUTURE CONSTRUCTION)
GRAVEL
5'20'
70'
PROPERTY/PHASE LINE
ROW5'20'ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL HARNETT COUNRY AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
A HOMEOWNER'S ASSOCATION (HOA) WILL OWN AND
MAINTAIN ALL OPEN SPACE PARCELS AND WILL BE
RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING
REQUIRED BY THE HARNETT COUNTY UNIFIED
DEVELOPMENT ORDINANCE (UDO).
ENGINEER:
TIMMONS GROUP
KEITH ROBERTS, PE
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PHONE: 919-866-4940
SITE DATA
PROPOSED NUMBER OF LOTS = 185
PHASE 1 LOTS = 99
PHASE 2 LOTS = 86
PROPOSED DENSITY = 0.90 DU/A
MINIMUM LOT WIDTH = 100'
MINIMUM LOT SIZE REQUIRED = 25,000 SF
MINIMUM LOT SIZE PROVIDED = 25,012 SF
AVERAGE LOT SIZE PROVIDED = 34,917 SF
SETBACKS:FRONT: 35'
SIDE: 10'
REAR: 25'
CORNER: 20'
OPEN SPACE PROVIDED = 30.16 acres (14.61%)
10% IMPROVED OPEN SPACE REQUIRED = 3.02 acres
EMAIL: KEITH.ROBERTS@TIMMONS.COM
DEVELOPER/OWNER:
STANCIL BUILDERS, INC.
FREDDIE STANCIL
466 STANCIL ROAD
ANGIER, NC 27501
EMAIL: FREDDIESTANCIL@STANCILBUILDERS.COM
PHONE: 919-639-2073
OPEN SPACE TABLE STREET TABLE
PIN #s = 0693-17-8677, 0693-16-3766, 0693-16-4023,
0693-15-9477, 0693-24-7759, 0693-24-3054,
0693-25-9588, 0693-26-1997, 0693-26-2449 &
0693-36-9238
FIRM MAP = #3720068200J PANEL, 10/03/06
TOTAL TRACT ACREAGE = 206.49 acres
ZONING = RA-30
PROPERTY LINE
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
OPEN SPACE
LEGEND
1,017,500 SF
MAIL KIOSK AND PARKING IMPERVIOUS AREA
ROADWAY IMPERVIOUS AREA
IMPERVIOUS DATA
IMPERVIOUS WITHIN LOTS (5,500 SF PER 185 LOTS)
TOTAL SITE IMPERVIOUS AREA
4,000 SF
344,400 SF
1,365,900 SF
31.36 AC (15.2%)
1" PER FT.
SLOPE AS REQUIRED
SECTION A-A
50' R/W
25'
R
A50' R
15'
35'R
15'20'35' R
C/L
A
35'
SLOPE
6'
3:1
CUL-DE-SAC DETAIL
6'3'
8" CABC
2" SF9.5A
TYPICAL STREET SECTION
6' DITCH
4:1 SLOP
E
1/4" PER FOOT
SLOPE
50'
20'
PAVEMENT
RIGHT OF WAY
C/L
V-DITCH
1" PER FT.1" PER FT.
8'
SHOULDER
6'
SHOULDER
8" CABC
2" SF9.5A
VAR.
PAVEMENT
WIDTH
6'-0"
SHOULDER
WIDTH
DRIVEWAY TURNOUT GRADES 5'-0"
-.18
0.02 -0.02
-0.08
8'-0"
+.08
-.25
5'-0"
+.16 +.25
AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED
DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL REGULATIONS AND
REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES.
____________________________________________ _____________
OWNER SIGNATURE DATE
OWNER CONSENT FORM
1.BOUNDARY TAKEN FROM SURVEY BY BENTON W. DEWAR DATED JULY 8, 2021.
2.EXISTING STRUCTURES TO BE REMOVED PRIOR TO CONSTRUCTION.
3.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL
BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY
LOCATOR SERVICE BEFORE DIGGING.
4.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT
COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS.
5.SITE IS WITHIN 1 MILES OF THE VOLUNTARY AGRICULTURE DISTRICT.
6.ALL STREETS SHALL BE PUBLIC.
7.ALL UTILITIES SHALL BE UNDERGROUND.
8.EACH LOT WILL BE SERVED BY HARNETT COUNTY PUBLIC WATER.
9.EACH LOT WILL BE SERVED BY INDIVIDUAL SEPTIC.
10.NCDEQ EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL
REGULATIONS WILL BE COMPLIED WITH.
11.CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION.
12.SIGNAGE SHALL BE PLACED AT LEAST 20' FROM THE INTERSECTION RIGHT-OF-WAY.
SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE.
13.STREET NAMES MUST BE APPROVED BY HARNETT COUNTY GIS PRIOR TO FINAL PLAT.
14.DEDICATED OPEN SPACE AREAS AND DRAINAGE EASEMENTS WILL BE OWNED AND
MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
15.HOMEOWNERS ASSOCIATION (HOA) IS RESPONSIBLE FOR MAINTENANCE OF THE MAIL
KIOSKS, ASSOCIATED PARKING AREAS AND ALL LANDSCAPE BUFFERING.
16.ALL REQUIRED LANDSCAPING CANNOT BE REMOVED AND COVENANTS SHALL
REFLECT THIS REQUIREMENT.
17.ALL OPEN SPACE WILL BE RECORDED WITH PHASE 1 PLAT.
GENERAL NOTES
WWWW
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WOLD S
T
A
G
E
R
O
A
D
N
SR 10
0
6
-
6
0'
R
O
W
B
E
N
S
O
N
R
O
A
D
S
R
1
5
0
0
-
6
0
'
R
O
W
PINEY
G
R
O
V
E
R
O
A
D
SR 150
5
-
6
0
'
R
O
W
EX CEMETERY
EX. POND
EX. POND
EX. POND
OS 1
292,776 SF
6.72 AC
OS 2
427,644 SF
9.82 AC
OS 3
59,942 SF
1.38 AC RESERVED BY OWNER
388,617 SF
8.92 AC
OS 5
228,878 SF
5.25 AC
OS 4
197,818 SF
4.54 AC
185
153
178
154 155
156
157
161
184
183
159
160
182
181
164180
162
179
163
176
169
177
173
165
166
175
174
167
168
171
172 170
75
146
139
140
141
130
122
129
128
127
126
133
125
132
124
131
123
94
93
148
147
39
47
55
40
48
56
41
49
5742
50
58
43
51
9
44
52
37
45 53
38
46
54
5
6
60
61
62
59
20
151
84
158
21
152
83
22
99
82
13
23
135
98
89
81
74
14
24
136
97
88
80
73
16
25
96
87
15
68
17
26
149
95
86
79
67
18
27
150
92
85
78
66
1
28
91
77
10
90
76
11
134
36
71
70
69
34 35
65
64
6333
32
31
19
7
8
30
29
115
116
117
118 111
112
113
114
121 120 119
142
143
144
137
145
138
3
2
4
72
105
106
108
100
101
102
103
104
107
109
110
12
OS 6
106,645 SF
2.45 AC
PHA
S
E 2PHASE 1PHASE 2PHASE 1PHASE 2PHASE 18''W8''W8''W
8''W
8''W 8''W8''W
8''W
8''W8'
'W
8''W
8''W
8''W 8''W 8''W8''W8''W 8''W8''WBLOWOFF ASSEMBLY,
TYP.
CONNECT TO
EXISTING
WATER MAIN
CONNECT TO EXISTING
WATER MAIN
TEMPORARY BLOWOFF
ASSEMBLY, TYP.
8" X 8" TEE
(3) 8" GATE VALVE, TYP.
PROPOSED 8"
WATER MAIN, TYP.ROAD AROAD BROAD C
R
O
A
D
DROAD EROAD F
ROAD GROAD H
ROA
D I
ROAD
J
ROAD K
ROAD K
(2) SERVICE LINES
INSIDE (1) PVC SLEEVE,
TYP.
PROPOSED 6" WATER MAIN
8" X 8" TEE
(3) 8" GATE VALVE
PROPOSED 6"
WATER MAIN
PROPOSED 8" X 6"
REDUCER, TYP.
PROPOSED 8" X 6"
REDUCER, TYP.
PROPOSED 6"
WATER MAIN
PROPOSED 8" X 6"
REDUCER, TYP.
PROPOSED 6"
WATER MAIN
8" X 8" TEE
(3) 8" GATE VALVE
8" X 8" TEE
(3) 8" GATE VALVE
PROPOSED 6"
WATER MAIN
PROPOSED FIRE
HYDRANT, TYP.
PROPOSED FIRE
HYDRANT, TYP.
PROPOSED FIRE
HYDRANT, TYP.
PROPOSED 8" X 6"
REDUCER, TYP.
PROPOSED 8" X 6"
REDUCER, TYP.
PROPOSED 6"
WATER MAIN
PROPOSED 8" X 6" REDUCER, TYP.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165209/22/2021
STANCIL FARMSBENSON ROAD, HARNETT COUNTY, NORTH CAROLINA48971
C.PUGH
E.ANGE
K.ROBERTSFOR
RE
VIE
W
ONLY1" = 250'
C3.0 PRELIMINARY UTILITY PLANNAD 830
SCALE 1"=250'
500'250'
PROPERTY LINE
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
SUITABLE SOILS
OPEN SPACE
LEGEND
EXISTING WATER LINE
PROPOSED WATER LINE
WATER VALVE
FIRE HYDRANT
BLOWOFF ASSEMBLY
UTILITY LEGEND
W
W
LC R/W
25.0'
3.0' MIN.
3.0' MIN.
TYPICAL WATERLINE SECTION
ROADWAY
REDUCER
WATERMAINPROPERTYLINE5'
SINGLE 3/4" WATER SERVICE PER
HRW STD. DETAILS W-12 9 (TYP.)
2'
PUBLIC UTILITY EASEMENT
R/W
SERVICE LOCATION
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS AND
SPECIFICATIONS.
2.THE DESIGN OF THE WATER MAINS SHALL BE IN ACCORDANCE WITH THE LATEST HARNETT
COUNTY DEPARTMENT OF PUBLIC UTILITIES WATER ORDINANCE AND THE UTILITY MASTER
PLAN.
3.APPROVAL OF THIS PLAT / PLAN DOES NOT GUARANTEE WATER CAPACITY. CURRENT /
FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY REQUIRE
ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET FUTURE WATER
DEMAND PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND / OR FINAL PLAT
APPROVAL.
4.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES: WATER AND STORM SEWER
MAINS - 5 FT.
5.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES WATER AND STORM SEWER MAINS -
24 IN.
UTILITY NOTES
OLD S
T
A
G
E
R
O
A
D
N
SR 10
0
6
-
6
0'
R
O
W
B
E
N
S
O
N
R
O
A
D
S
R
1
5
0
0
-
6
0
'
R
O
W
PINEY
G
R
O
V
E
R
O
A
D
SR 150
5
-
6
0
'
R
O
W
EX CEMETERY
EX. POND
EX. POND
EX. POND
OS 1
292,776 SF
6.72 AC
OS 2
427,644 SF
9.82 AC
OS 3
59,942 SF
1.38 AC RESERVED BY OWNER
388,617 SF
8.92 AC
OS 5
228,878 SF
5.25 AC
OS 4
197,818 SF
4.54 AC
185
153
178
154 155
156
157
161
184
183
159
160
182
181
164180
162
179
163
176
169
177
173
165
166
175
174
167
168
171
172 170
75
146
139
140
141
130
122
129
128
127
126
133
125
132
124
131
123
94
93
148
147
39
47
55
40
48
56
41
49
5742
50
58
43
51
9
44
52
37
45 53
38
46
54
5
6
60
61
62
59
20
151
84
158
21
152
83
22
99
82
13
23
135
98
89
81
74
14
24
136
97
88
80
73
16
25
96
87
15
68
17
26
149
95
86
79
67
18
27
150
92
85
78
66
1
28
91
77
10
90
76
11
134
36
71
70
69
34 35
65
64
6333
32
31
19
7
8
30
29
115
116
117
118 111
112
113
114
121 120 119
142
143
144
137
145
138
3
2
4
72
105
106
108
100
101
102
103
104
107
109
110
12
OS 6
106,645 SF
2.45 AC
PHA
S
E 2PHASE 1PHASE 2PHASE 1PHASE 2PHASE 1ROAD AROAD BROAD C
R
O
A
D
DROAD EROAD F
ROAD GROAD H
ROA
D I
ROAD
J ROAD
K
ROAD K
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165209/22/2021
STANCIL FARMSBENSON ROAD, HARNETT COUNTY, NORTH CAROLINA48971
C.PUGH
E.ANGE
K.ROBERTSFOR
RE
VIE
W
ONLY1" = 250'
C4.0 LANDSCAPE & LIGHTING PLANNAD 830
SCALE 1"=250'
500'250'
PROPERTY LINE
Cont24" Ht.Otto LaurelPrunus laurocerasus 'Otto Luyken'
QUAN.
1010
SIZE
Cont24" Ht.
ROOTKEY
PLANT LIST (100' SECTION)
AGOL
BOTANICAL NAME
Abelia grandiflora x 'Rose Creek'
COMMON NAME
Rose Creek Abelia
QP 6' Ht.B&B or Cont 3Willow OakQuercus phellos
5-AG
5-OL
5-AG
5-OL
3-QP
(MIN. 30' O.C.)
TYPICAL TREE PLANTING
WIDTH OF THE TOP OF THE
HOLE TO BE 3 TIMES THE
ROOT BALL WIDTH IN CLAY
SOILS
TAPERED SIDES.
IF PLANTING HOLES ARE DUG WITH
A LARGER AUGER, BREAKING DOWN
THE SIDE WITH A SHOVEL CAN
ELIMINATE GLAZING AND CREATE
THE PREFERRED SLOPING SIDE.
CUT BURLAP, ROPE, WIRE BASKET
SET BALL ON UNDISTURBED SOIL
MOUND TO PREVENT SETTLING.
AWAY FROM TOP AND SIDES OF
ROOT BALL.
NO SCALE
INCHES (10 CM) ABOVE GRADE
SOIL, 2 TIMES MINIMUM IN
IN POORLY DRAINED SOILS.
WIDTH OF PLANTING HOLE IS 3
TIMES ROOT BALL DIAMETER IN
HIGHLY COMPACTED OR CLAY
DIG WIDE PLANTING HOLE WITH
ALL OTHERS.
DO NOT WRAP TRUNK.
MARK THE NORTH SIDE OF
THE TREE IN THE NURSERY
AND LOCATE TO THE NORTH
TRUNK FLARE AND TOP OF ROOT
BALL SHOULD BE AT GRADE IN
WELL DRAINED SOIL, UP TO 4
IN THE FIELD.
YARD WASTE OR OTHER COMPOST AND TILL
INTO TOP 6" (15 CM) OF PREPARED
SOIL. ADD COMPOST AT 20-35% BY VOLUME
TO BACKFILL.
EXTEND STAKES INTO UNDISTURBED SOIL.
4-6" (10-15 CM) DEEPER THAN ROOT BALL
FOR LOWERED PLANTING HOLE AS NEEDED
WITH POOR DRAINAGE.
PACK BACKFILL SOIL AROUND BASE OF ROOT
BALL TO STABILIZE. ALLOW REST OF BACKFILL
TO SETTLE NATURALLY OR TAMP LIGHTLY.
AVOID PURCHASING TREES WITH TWO LEADERS
OR REMOVE ONE AT PLANTING. OTHERWISE, DO
NOT PRUNE TREE AT PLANTING EXCEPT FOR
SPECIFIC STRUCTURAL CORRECTIONS.
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 END OF FIRST GROWING SEASON.
3" (5 CM) PINE STRAW MULCH. DO NOT
PLACE MULCH IN CONTACT WITH TRUNK.
4" (10 CM) RAISED RING OF SOIL TO
DIRECT WATER INTO ROOT BALL.
ESPECIALLY IMPORTANT IF TOP OF ROOT
BALL IS RAISED ABOVE GRADE.
BEFORE PLANTING, ADD 3-4" (7-10 CM)
OF WELL-COMPOSTED LEAVES, RECYCLED
PROPERTY LINE
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
OPEN SPACE
LEGEND
30' STREETSCAPE BUFFER
30' STREETSCAPE BUFFER
30' STREETSCAPE BUFFER
STREET LIGHT, TYP.
STREET LIGHT, TYP.
STREET LIGHT, TYP.
LED STREET LIGHTS
(7,000 LUMENS LED 75
ROADWAY LIGHT)
ALUMINUM POLE - HEIGHT 30'
30' X 30' SIGN EASEMENT
30' X 30' SIGN EASEMENT
1.TREES SHALL BE MULCHED WITH 3" CLEAN PINE STRAW.
2.TREES SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE TIME OF
ACCEPTANCE.
3.HOMEOWNERS ASSOCIATION WILL OWN AND MAINTAIN STREETSCAPE BUFFER.
4.ALL LANDSCAPING RESPONSIBILITY IS LOCATED WITHIN THE HOMEOWNERS
ASSOCIATION COVENANTS.
5.EXISTING TREES WILL BE PRESERVED IN BUFFERS WHERE POSSIBLE. PLANTINGS
WILL BE ADDED AS NEEDED TO MEET BUFFER REQUIREMENTS.
6.THERE SHALL BE 30' MAXIMUM SPACING BETWEEN TREES WITHIN 30' STREETSCAPE
BUFFER.
LANDSCAPE NOTES
