ACC Carriage Circle mapI, JEFFREY L. GREEN PROFESSIONAL LAND SURVEYOR, NO. L-3861,
CERTIFY TO THE FOLLOWING AS REQUIRED IN G.S. 47-30(f)(11):
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE
AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT
REGULATES PARCELS OFND.
to ",
TITLE REFERENCE
BEING A PORTION OF THAT
TRACT DESCRIBED IN
DEED BOOK 1346 PAGE 98
PIN # 0505-86-8897.000
00 SU 'Eli tuunrrr
M DATE -
00
`.�` �OEtTH Cq
':eROFESS�ROC" /
�- Z 1, JEFFREY L. GREEN, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM A SURVEY MADE - L��.S
✓i
UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCES T
0 AS SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE T .
CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND :- rORVE40�•
z (REFERENCES AS SHOWN; THAT THE RATIO OF PRECISION Fl
AS CALCULATED IS 1: 10.000+ ; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MYINAL SIGN TUR LICENSE NUMQEB AND
SEAL THIS DAY OF t_ A.D., 20,1_(
ktt--
PROPES"W LAND SURVEYOR
L-3972
LICENSE NUMBER 1
LINE
BEARING
DISTANCE I
LINE
BEARING
DISTANCE
L1
S6733'56"E
60.00'
L78
N4923'07"W
8.51'
L2
S80'15'23"W
4.76'
L79
S40'36'53"W
45.00'
L3
N80'15'23"E
52.25'
L80
N34'30'17"E
45.00'
L4
N62'12'17"E
54.91'
1-81
555'29'43"E
8.51'
L5
S01'32'47"E
187.61'
L82
N3C30'17"E
85.23'
L6
SO4'28'06"E
45.00'
L83
N45°53'30"W
88.53'
L7
N85'31'54"E
8.51'
L84
N6842'56'V
63.56'
L8
N04'28'06"W
137.17'
L85
S13'35'20 W
102.89'
L9
S41'49'13"W
57.50'
L86
N7624'40"W
8.51'
L10
N1 O'i 1'01"W
120.69'
L87
S1335'20"W
45.00'
L11
579'48'59"W
8.51'
L88
S071 100.9"E
45.00'
L12
N70'11'01"W
45.00'
L89
N8T4-8'55"E
8.51'
L13
S15'02'03"E
45.00'
L90
NOT11'05-W
106.69'
L14
N7C57'57"E
8.51'
1-91
N73'01'47"E
20.31'
L15
515'02'03"E
91.17'
L91A
N73'01'47"E
29.43'
L16
I N53'14'13'E
52.21'
L92
S46'47'53"W
92.81'
L17
I S59'34'04"W
50.74'
L93
N49'31'30"E
84.66'
L18
N21'55'12"W
80.00'
L94
S40'04'11"E
116.72'
L19
S6&04'48"W
8.51'
L95
N67*51'01"W
45.00'
L20
N21'55'12"W
45.00'
L96
N22'08'59"E
8.51'
L21
N57'49'57"E
21.28'
L97
N6T51'01"W
103.07'
L22
N5749'57"E
34.15'
L98
S48'11'21"W
34.91'
L23
S29'31'07'E
45.00'
L99
N0444'27"E
20.37'
L24
N60'28'53"E
8.51'
L100
SOV44'27"W
25.81'
L25
S29'31'07"E
80.48'
L101
SO4'44'27"W
53.02'
L26
N74'54'04"E
41.80'
L102
S76 59'03"E
101.52'
L27
N78'08'15"E
36.41'
1-103
913'00'57"W
ESP
L28
N32'10'03'W
93.01'
1-104
S76'59'03"E
45.00'
L29
S57'49'57"W
8.51'
L105
N85'00'24"W
45.00'
L30
N3T10'03"W
45.00'
L706
NOV59'36"E
8.51'
L31
N5749'57"E
30.76'
L707
N85'00'24"W
88.66'
1-32
932'10'03"E
45.00'
L108
I SO4'44'27"W
41.94'
L33
N57'49'57"E
8.51'
L109
I SOC44'27"W
34.20'
1-34
S32'10'03"E
105.66'
L110
S88'21'32"E
88.00'
L35
N74'33'53"E
47.53'
L711
S01'38'28"W
8.51'
L36
N63'28'51"E
47.21'
L112
S88'21'32'E
45.00'
L37
N36'05'26W
123.01'
L713
S01'38'28"W
12.21'
L38
S5354'34W
8.51'
L114
S01'38'28'W
34.15'
L39
N36'05'26"W
45.00'
L115
SO1'38'28"W
34.15'
L40
S4(Y07'08"E
45.00'
Lt 16
N88'21'32"W
45.00'
L41
N49'52'52"E
8.51'
L717
NO 1'38'28"E
8.51'
L42
540'07'08"E
136.73'
L118
I N8&21'32"W
89.85'
L43
N24'49'34"E
58.79'
L119
1 S0444'27"W
N72-0'
L44
NOV42'14"E
63.67'
L120
1 SOV44'27"W
34.20'
L45
N46'59'41 *W
120.93'
L121
S88'21'31"E
91.70'
L46
S43'00'19"W
8.51'
L122
S01'38'28"W
8.51'
L47
N46'59'41"W
45.00'
L123
S88'21'32"E
45.00'
L48
N32'28'28"E
24,99'
L124
SOt'38'28"W
34.15'
L49
N3228'28"E
25.89'
L125
SOt'38'28"W
34.15'
L50
S54'00'1 9"E
45.00'
1-726
N88'21'32"W
45.00'
L51
N35'59'41"E
8.51'
L127
N01'38'28"E
8.51'
L52
S54'00'19"E
89.59'
1-128
N88'21'31"W
93.55'
L53
S22°43'08"W
35.02'
L129
SO4'44'27"W
45.28'
L54
N4527'00"E
57.37'
L130
SO4'44'27"W
51.60'
L55
N54!00'1 9"W
82.27'
L131
N8708'42"E
95.77'
L56
535'59'41"W
8,51'
L132
S02751'48"E
8.51'
L57
N54'00'19"W
45.00'
L733
N87 -08'12"E
45.00'
1-58
5700290310E
45.00'
1-734
N01'38028 "E
20.80'
L59
S19'30'29"W
8.51'
L135
S01'42'22"W
15.37'
L60
S70'29'31"E
65°88'
L136
N88'1 7'38"W
60.00'
L61
N55'57'59"E
87.33'
L737
S01'42'22"W
15.37'
L62
NO2'38'50"W
85.96'
1-138
SO4 31'25"W
28.51'
L63
N84'23'39"W
110.32'
L139
N83'32'09"E
141.34'
L64
N0536'21"E
8.51'
L140
S63'46'38"E
52.57'
L65
N84'23'39"W
45.00'
1-141
S01'38'28"W
95.97'
L66
S81'06'37"W
150.91'
L142
N3T28'28"E
90.78'
L67
N38'43'25"W
99.54'
L743
N57'49'57"E
7.10'
L68
549'50'47'E
60.09'
L144
SO4'31'25"W
30.03'
L69
S55'1 1'07'W
86.53'
L145
N8T52'44"W
25.40'
L70
534'48'53"E
8,51'
L146
S02'07'1 6"W
30.00'
L71
S55'1 1'07-W
45.000
L147
1 58752'44"E
30.00'
L72
N42'1 3'57"E
45.00'
L748
SO4'31'25"W
47.16'
L73
S47'46'03"E
8.51'
L149
N46'47'53"E
20.03'
L74
N42'13'57"E
93.88'
1-150
N40'04'1 VW
79.78'
L75
N51'00'47"W
37.83'
L151
N43'18'05"E
19.58'
1-7 6
N53'33'48'W
48.58'
L152
S5222'53"W
15.56'
1-77
540'36'53"W
1 94.04'
L753
N40'04'11"W
1 9.39'
_ L154
N49'31'30"E
1 15.00'
JIUKMWAILK 11rm11rll.A11U1N
I CERTIFY THAT THE EROSION CONTROL FACILITIES
ARE CONSTRUCTED AND INSTALLED IN CONFORMANCE
WITH THE ORDINANCES, RULES, REGULATIONS,
DRAINAGE DESIGN STANDARDS OF HARNETT COUNTY,
THE STATE OF NORTH CAROLINA AND THE APPROVED
EROSION CONTROL PLAN.
SIGNATURE
DATE
35' SEWER AND
DRAINAGE EASEMENT
PHASE 7
PHASE 7 LI
8" WATER MAIN
20'
LANDSCAPE
BUFFER
30' SEWER
EASEMENT
1-145"
_e
ll
I
O
w
3
z
O
U)
of
W
0
Q
K
Mto
L144
ca
J
1159
�c'- /
io 1158
L 102
II L103
LI 71157
L106
tt 1156
b L111
Lt 161155
n Li 17
L1211154
i L12
L1281153
L127
11311152
1 1151
EXISTING 8"
GRAVITY SEWER
INSTALLED AS PART
OF "Anderson Creek
Club Charter
School" PROJECT
h �
1161 �' \
L86 1162 yo' v
v �
C 0 m �111634\
L7 16
29 28^0, L73
I1 OPEN
11
LOT AREAS
w
LOT
ACRES
SQ FT
1151
0.14
6244
1152
0.13
5541
1153
0.11
4700
1154
0.11
4637
1155
0.10
4574
1156
0.12
5059
1157
0.14
6060
11581
0.16
6785
1159
0.20
8676
1160
0.26
11243
1161
0.22
9550
1162
0.18
7925
1163
0.13
5704
1164
0.11
4981
1165
0.13
1 5754
1166
0.27
1 8973
1167
0.22
9640
1168
0.14
6220
1169
0.12
5214
1170
0.10
4489
1171
0.15
6481
1172
0.18
7700
1173
0.16
7028
1174
0.14
6302
1175
0.11
4929
1176
0.11
4905
1177
0.12
5312
1178
0.13
5463
1179
0.14
6096
8.29'
N4TO1'05"E
7432
w0.17
0.19
8329
20'
LANDSCAPE
BUFFER
30' SEWER
EASEMENT
1-145"
_e
ll
I
O
w
3
z
O
U)
of
W
0
Q
K
Mto
L144
ca
J
1159
�c'- /
io 1158
L 102
II L103
LI 71157
L106
tt 1156
b L111
Lt 161155
n Li 17
L1211154
i L12
L1281153
L127
11311152
1 1151
EXISTING 8"
GRAVITY SEWER
INSTALLED AS PART
OF "Anderson Creek
Club Charter
School" PROJECT
h �
1161 �' \
L86 1162 yo' v
v �
C 0 m �111634\
L7 16
29 28^0, L73
I1 OPEN
11
SPACE
w
`
r a
J
,\P
Jam.
C
= D_
155.12'
e. -
�'tiGC1
C6 wri W
N 1-1 1177
L1 1-14 1178 `cam
L 1179 i
w X181 1180 r /� o
/ v
LEGEND - - '-k
0 COMPUTED POINT
O NEW IRON ROD '
PROPOSED FIRE HYDRANT/VALVES /
LOT LINES
PROPOSED ROAD R/W
UTILITY AND DRAINAGE EASEMENT
EXISTING WETLANDS
• 8" SEWER
W 6" WATER
BUILDING SETBACK LINE
PROPOSED SUBDIVISION ROAD MINIMUM CONSTRUCTION STANDARDS CERTIFICATION
THE ROADS INDICATED ON THIS PLAT ARE DESIGNED TO THE DEPARTMENT OF
TRANSPORTATION'S MINIMUM CONSTRUCTION STANDARDS, THE ROADS MUST BE
CONSTRUCTED TO THESE STANDARDS, PAVED, AND IN AN ACCEPTABLE STATE OF
MAINTENANCE.
APPROVED:
ENGINEER OF RECORD
DATE:
NOTES:
1. THERE ARE NO GRID MONUMENTS LOCATED WITHIN 2000' OF THIS PROPERTY.
2. SUBJECT TO ALL EASEMENTS, RIGHT-OF-WAY, STREETS, AND ASSESSMENTS, IF ANY, AS THE SAME MAY APPEAR OF RECORD IN THE
OFFICE OF THE REGISTER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY
PRESCRIPTIVE USE.
3. SANITARY SEWER AND WATER TO BE PROVIDED BY HARNETT COUNTY.
4. TOTAL LOTS - PHASE 6 = 31; TOTAL AREA - 7.27 ACRES
5. ALL DISTANCES ARE HORIZONTAL GROUND AND AREA BY COORDINATE COMPUTATION,
6. SURVEY FROM INFORMATION FOUND IN DEEDS AND PLATS OF RECORD IN HARNETT COUNTY REGISTRY AND CORNERS LOCATED IN FIELD.
7. ANDERSON CREEK CLUB PROPERTY OWNERS ASSOCIATION, INC. WILL MAINTAIN ALL STREETS WITHIN THE SUBDIVISION.
8. PARCEL IS IN FLOOD ZONE "X", PANEL NO. 3720050400J, EFFECTIVE DATE OCTOBER 3, 2006.
9. GRID COORDINATES ESTABLISHED USING GPS METHODS.
10. EXISTING ZONING CLASSIFICATION - RA 2OR
11. MINIMUM LOT SIZE: LOT # 1170 - 4489 SF, 0.10 ACRES, TOTAL LINEAR FEET IN ROAD -941 LF + 715 ANDERSON LAKE DR.,
R/W WIDTHS: 50' & 60'.
12. THIS DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE, AND MAY BE SUBJECT TO MILITARY TRAINING
ACTIVITIES.
13. LAND USE CLASS - MEDIUM DENSITY RESIDENTIAL
14. DEVELOPMENT COVENANTS AND HOMEOWNERS ASSOCIATION DOCUMENTS ARE RECORDED IN DEED BOOK 2920 PAGES 351-354.
15. NO LOT SHALL BE FURTHER THAN FIVE HUNDRED FEET (500') FROM A FIRE HYDRANT.
16. ALL UTILITY EASEMENTS, DRAINAGE EASEMENTS, LANDSCAPE BUFFERS AND OPEN SPACES ARE THE RESPONSIBILITY OF THE
PROPERTY OWNERS ASSOCIATION.
17. SETBACKS ARE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE.
18. ALL LOTS WILL BE SUBJECT TO FOUNDATION AND SETBACK VERIFICATION SURVEYS.
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON
HAS BEEN GRANTED PRELIMINARY APPROVAL BY
STATE OF NORTH CAROLINA THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD
COUNTY OF PURSUANT TO THE REGULATIONS SET FORTH BY
E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE
I REVIEW OFFICER OF MARSHAL, PLANNING, AND PUBLIC UTILITIES OF
COUNTY, CERTIFY THAT THE MAP OR HARNETT COUNTY, N.C., SUBJECT TO RECORDATION
IN THE HARNETT COUNTY OFFICE OF REGISTER OF
DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.
20' DRAINAGE DEVELOPMENT REVIEW BOARD CHAIRMAN
1 FND PUBLIC ACCESS EASEMENT DATE
I
165 ca
1166 0' /
1167 -1 I(
r'ti__ L6.4 I /
1168 � ���_
C6
169 ya
�"' � WETLANDS
AREA INFORMATION
LOTS -4.62 AC
ROAD -2.23 AC
OPEN -0.42 AC
TOTAL -7.27 ACRES
IN NO CASE SHALL A FIXED OR
O OPERATING WINDOW, DOOR, OR
OTHER OPENING BE LESS THAN 8'
FROM A SIDE PROPERTY LINE AS
MEASURED FROM THE PROPERTY
LINE TO BE FIXED OR OPERATING
WINDOW, DOOR, OR OTHER
OPENING. HOWEVER, THE
STRUCTURE ON THE LOT ADJOINING
THAT PROPERTY LINE MUST BE AT
LEAST 1' FROM THAT PROPERTY
LINE.
..
THE FOLLOWING MINIMUM SETBACKS SHALL
APPLY:
FRONT SETBACK - 25'
SIDE SETBACK - 8' ONE SIDE
2' OTHER SIDE
REAR SETBACK - 25'.
ALL SETBACKS ARE MEASURED FROM THE
PERIMETER OF THE PROJECT.
CERTIFICATE OF OWNERSHIP AND DEDICATION
WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE PROPERTY
SHOWN AND DESCRIBED HEREON, WHICH IS LOCATED IN THE
SUBDIVISION JURISDICTION OF HARNETT COUNTY, NORTH CAROLINA
AND THAT WE HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY
FREE CONSENT, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND
DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND OTHER SITES
AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. ALL
STREETS SHOWN HEREON ARE TO BE PRIVATELY MAINTAINED.
FURTHERMORE, I HEREBY DEDICATE ALL SANITARY SEWER AND WATER
LINES TO THE COUNTY OF HARNETT.
0
q,12-11 6 '
DATE
ANDERSON CREEK PARTNERS, L.P.
BY: ANDERSON CREEK, INC. G.P.
BY: DAVID N. LEVINSON - PRES.
125 WHISPERING PINES DRIVE
CDOW(_ 1 AW17 Mr 9R,40n
SURVEYOR:
JEFFREY L. GREEN, PLS
LICENSE #3972
5322 BIG OAK CHURCH ROAD
EAGLE SPRINGS, N.C. 27242
(910) 975-2306
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C2
435.00'
155.96'
155.12'
N07 -50'11"W
20'32'30"
C3
435.00'
11.90'
11.90'
NO3'1 3'07"E
01'34'05"
C4
25.00'
32.66'
30.39'
N41'25'51"E
74'51'23"
E5-
25.00'
4.73'
4.73'
N84'17'02"E
10'51'00"
C6
260.00'
29.25'
29.23'
-N86-29'1 1"E
626'44"
C7
260.00'
34.17'
34.15'
N79'29'53"E
7'31'52"
C8
260.00'
34.17'
34.15'
N71'58'02"E
T31'52"
C9
260.00'
34.17'
34.15'
N64'26'10"E
731'52"
CIO
260.00'
12.88'
12.88'
N59'15'06"E
2'50'17"
711
260.00'
3.39'
3.39'
N5727'32"E
0'44'49"
C12
260.00'
34.17'
34.15'
N53'19'12"E
731'52"
C73
260.00'
34.17'
34.15'
N45'47'20"E
7'31'52"
C14
260.00'
34.17'
34.15'
N38'1 5'29"E
731'52"
C15
260.00'
9.16'
9.16'
N33'29'00"E
2'01'05"
C16
25.00'
8.33'
8.29'
N4TO1'05"E
19'05'15"
C17
25.00'
15.46'
15.21'
N6716'20"E
35'25'15"
C18
60.00'
35.59'
35.07'
N69'59'21"E
33'59'14"
C79
60.00'
34.63'
34.15'
N36'27'42"E
33'04'04"
C20
60.00'
39.63'
38.91'
N01'00'21 "E
3750'38"
C21
60.00'
42.82'
41.92'
N38'21'45"W
40'53'34"
C22
60.00'
28.19'
27.93'
N77 6'07"W
26755'09"
C23
25.00'
627'
6.25'
N7832'52"W
14'21'38"
724
25.00'
12.25'
12.13'
Nsr19'50"W
2604'25"
C25
110.00'
21.93'
21.89'
N49'00't6"W
11'25'17"
C26
110.00'
9.05'
9.05'
N5704'21"W
4'42'52-
C27
25.00'
16.17'
15.89'
N40'54'11"W
3703'10"
C28
60.00'
10.64'
10.63'
527-27'27"E
10'09'42"
C29
60.00'
34.63'
34.15'
N49'04'20"W
33'04'04"
C30
60.00'
34.63'
34.15'
NST08'25"W
33'04'04"
731
60.00'
43.53'
42.58'
S60'32'35"W
41'33'55"
C32
60.00'
32.36'
31.97'
S24'18'39"W
30'53'57"
C33
25.00'
10.74'
10.66'
S21'1022'V
24'37'23"
C34
25.00'
5.42'
5.41'
N39'41'57"E
12'25'47"
C35
110.00'
28.69'
28.61'
S3826'27"W
14'56'46"
C36
110.00'
34.29'
34.15'
S22 -02 16"W
17-51'36"
C37
110.00'
22.01'
21.98'
NOT22'28"E
11'28'01"
738
25.00'
14.08'
13.89'
S1746'27"W
32'15'59"
C39
25.00'
10.44'
10.36'
94552'12"W
23'55'31"
C40
210.00'
106.85'
105.70'
S7T24'33"W
29'09'12"
C4
225.00'
42.65'
37.67'
N44'08'1 2"W
9745'17"
C42
330.00'
17.47'
17,47'
SOY13'26"W
3'02'01"
C43
270.00'
14.30'
14.29'
NO3'13'26"E
3'02'01"
C44
580.00'
245.61'
243.78'
N10*46'31"W
24'15'46"
C45
25.00'
60.16'
46.66'
S6718'02"E
13753'00"
C46
210.00'
41.36'
41.29'
N38'06'58"E
11'77'00"
C47
25.00'
21.62'
20,95'
N0742'02"E
49'32'50"
C48
60.00'
168.90'
118.40'
S82'1T02"W
161'1709"
FINAL SUBDIVISION PLAT FOR
ANDERSON CREEK CLUB
PHASE 6
ANDERSON CREEK TOWNSHIP
HARNETT COUNTY NORTH CAROLINA
SCALE 1" = 100' JULY 2017
GRAPHIC SCALE REV Nov MAY
2016
too a 50 too 200 REV JULY 9, 2017 400
( IN FEET )
1 inch = 100 ft.