ACC Phase 6I, 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 OF ND.
^ L
00 SURV
e i DATE �0 ZO rI - �e�pA0Uf1����i
G N
TITLE REFERENCE
BEING A PORTION OF THAT
TRACT DESCRIBED IN
DEED BOOK 1346 PAGE 98
PIN # 0505-86-8897.000
CI -0 /
Z I, JEFFREY L. GREEN, CERTIFY THAT THIS PLAT WAS - Z. Ir
p DRAWN UNDER MY SUPERVISION FROM A SURVEY MADE
UNDER MY SUPERVISION DEED DESCRIPTION REFERENCES
0 AS SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE �q SL'*'(3'P,-...... ��:
v CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND %, ..•� SO C°�:
Z (REFERENCES AS SHOWN; THAT THE RATIO OF PRECISION '', FFFREY ~•1�` / /
AS CALCULATED IS 1: 10.000+ ; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND / // EXISTING 8"
SEAL THIS-r'fH DAY OF'SEP[GMBEO-A.D., 2011. / / GRAVITY SEWER
INSTALLED AS PART
PRO ES LAND SURVEYOR / / / / OF "Anderson Creek
L-3972 / Club Charter
School" PROJECT
LICENSE NUMBER
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
Lt
N88'1 7'38-W
60.00'
L79
N55'1 1'07-E
76.86'
L2
S01'42'22"W
15.37'
L80
N49'50'47"W
60.09'
L3
NOV44'27"E
350,15'
L81
N51'00'47"W
37.83'
L4
SO4'31'25W
28.51'
L82
S42'13'57"W
75.63'
L5
N8752'44"W
25.40'
L83
N48'27'12"W
8.51'
L6
S02'07'16"W
30.00'
L84
S4TI3'57"W
63.15'
L7
S8752'44"E
24.14'
L85
N40'36'53"E
65.97'
18
N04'31'25"E
30.03'
L86
549'23'07"E
8.51'
L9
SO4'31'25W
47.16'
L87
N40'36'53"E
73.07'
L10
S8T33'56"E
60.00'
L88
N5333'48"W
48.58'
L11
N01'32'47"W
187.61'
L89
N45753'30"W
88.53'
L12
N80'1 5'23"E
4.76'
L90
S34'30'17"W
74.02'
L13
5071
N80'1 5'23"E
52.25'
L91
N55'29'43"W
8.51'
L14
1178
S62'12'17"W
54.91'
L92
S34'30'17"W
56.21'
L15
N04'28'06"W
133.17'
L93
N1335'20"E
52.00'
L16
S85'31'54"W
8.51'
L94
S7624'40'E
8.51'
L17
NOV28'06"W
49.00'
L95
N13'35'20"E
95.89'
L18
S10'1 1'01"E
49.00'
L96
N68'4256 W
63.56'
L19
N7948'59"E
8.51'
L97
S73'01'47"W
29.43'
L20
S1011'01"E
116.69'
L98
S73'01'47'W
20.32'
L21
S41'49'13"W
57.50'
L99
S4647'53"W
92.81'
L22
N53'14'13"E
52.21'
L100
SOT I1'05"E
99.69'
L23
N15'02 03"W
87.17'
L101
S82'48'55"W
8.51'
L24
S7457'57"W
8.51'
L102
S071 I'05"E
5'
L25
N15'02'03"W
49.00'
L103
N40'04'11"W15d5.73'
110.00'
L26
N21'55'12"W
49.00'
L104
N46'47'53"E
25.00'
L27
N68'04'48"E
8.51'
L105
S49'52'40"W
60.00'
L28
N21'55'12"W
76.00'
L106
S49'52'40"W
60.00'
L29
S59'34'04"W
50.74'
L107
N48'11'21"EL30
60.00°
34.63'
S74'54'04"W
41.80'
L108
560'12'45"EL31
60.00
43.53'
N29'31'07"W
76.48'
L109
S29'47'15"WL32
60.00'
32.36'
S60'28'53"W
8.51'
L110
S60'12'45"EL33
25.00'
10.74'
S29'31'07"E
49.00'
1111
N76'59'03"W
48.00
L34
S5749'57"W
21.28'
L112
N13'00'57"E
8.51'
L35
N5749'57"E
34.15'
L113
N76'59°03"W
98.52'
L36
N57*49'57"E
30.76'
L114
N04'44'27"E
25.81'
L37
S32'IO'03"E
49.00'
L115
NOV44'27"E
20.37'
L38
N57'49'57"E
8.51'
L116
N01'42'22E
15.37'
L39
N32'10'O3"W
89.01'
L117
SOV44'27"W
36.80'
L40
N78'08'15"E
37.75'
L118
SOV44'27'W
46.29°
L41
N74'27'42"E
46.20'
L119
S7738'41"E
87.82'
L42
N371 O'03"W
103.63'
L120
S1721'18"W
8.33'
L43
N5T49'57"E
9.76'
LI 21
S77*38'41 "E
47.97'
L44
N32'10'03"W
47.50'
L122
S01'38'28"W
12.26'
L45
S36'05'26"E
49.00°
L123
S01'38'28"W
31.72'
L46
N5354'34"E
8.51'
L124
N8751'47"W
48.96'
L47
536'05'26"E
119.01'
L125
NO7-0813"E
7.63'
L48
N63'28'51"E
47.21'
L126
NBT51'47"W
84.75'
L49
S24'49'34"W
58.79'
L127
SO4'44'27"W
43.61'
L50
N40'07'08"W
132.73'
L128
SO4'44'27"W
35.55'
L51
S49'52'52"W
8.51'
L729
S88'21'31"E
85.47'
L52
N40'07'08"W
49.00'
L730
S01'38'28"W
8.58'
L53
S46'59'41"E
49.00'
L131
588'21'31"E
49.25'
L54
N43'00'19'E
8.51'
L132
SD1'38'28"W
35.50'
L55
S4659'41"E
116.93°
L133
S01'38'28"W
35.18'
L56
N35'31'31 "E
54.41'
L134
N88'21'31 "W
49.75'
L57
N3631'31"E
38.27'
L135
N01°38'28"E
8.58'
L58
N54700'1 9"W
118.22'
L136
N88'21°31"W
86.89'
L59
S35'59'41"W
8.51'
L137
S0444'27"W
35.30'
L60
N54'0019"W
49.00'
L138
SO4'44'27"W
45.28'
L61
N32'28'28"E
25.89'
L139
588'21'31"E
88.30'
L62
N3728'28"E
24.99'
L140
SOi'38'28"W
8.51'
L63
555'25'59"E
49.00'
L141
S88'21'32"E
50.25'
L64
N34'34'01"E
8.51'
L142
S01'38'28"W
34.15'
L65
N55'25'59"W
118.89'
L143
N01'38'28E
20.80'
L66
N35'31'31"E
61.42'
L144
SST08'12"W
50.79'
L67
S3F31'31"W
73.07'
L145
N0751'48"W
8.51'
L68
N70'29'31"W
93.11'
1146
S8708'42"W
89.98'
L69
N19'30'29"E
8.51'
L147
S04744'27"W
51.60'
L70
N7T29'31"W
49.50'
L148
N83'32'09"E
141.34°
L71
584'23'39"E
49.00'
L149
N5749'57"E
7.10'
L72
N0536'21"E
8,51'
L750
N40'04'1 1"W
79.78'
L73
N8423'39"W
106.32'
L151
S43'18'05"W
19.58'
L74
N0238'50"W
85.96'
L152
S5722'53"W
15.56°
L75
N38'43'25"W
99.54'
L153
S4O'04'11"E
79,30'
L76
S81'06'37"W
150.91'
L754
N3728'28"E
90.78'
L77
N561 1'07-E
54.68'
L155
N01'38'28"E 1
95.97'
L78
53445'32"E 1
8.51'
STORMWATER CERTIFICATION
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
SCHOLAR DR,
PHASE 7
PHASE 7 �
8" WATER MAIN
03
,g
i y
1160 1161 0 $ 11 62\ y
LOT ARS
LOT
ACRES
SO FT
1151
0.14
6195
1152
0.13
5546
1153
0.11
4851
1154
0.11
4821
1155
0.11
5024
1156
0.12
5318
11571
0.12
1 5035
1158
0.19
8138
1159
0.17
7373
1160
0.26
11184
1161
0.22
9550
1162
0.18
7889
1163
0.13
5621
1164
0.11
5004
1165
0.13
5827
1166
0.21
9055
1167
0.22
9606
1168
0.17
7330
1169
0.16
7078
1170
0.14
6085
1171
0.17
7368
1172
0.18
7700
1173
0.16
7028
11741
0.14
6162
1175
0.12
5071
1176
0.11
4905
1177
0.12
5312
1178
0.13
5463
1179
0.14
6096
1180
0.17
7432
1181
0.19
8296
03
,g
i y
1160 1161 0 $ 11 62\ y
ca C7 32 11
1177 �
y
L)
L L 1178
1n 1 1179 w
z'1181 1180
o
U
2' SETBACK
LEGEND >• �y y
O COMPUTED POINT till0 NEW IRON ROD Lie y y
3wf 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 - 7.14 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.
B. 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 20R
11. MINIMUM LOT SIZE: LOT #1154 (4821 SF, 0.11 ACRES), TOTAL LINEAR FEET OF ROAD = 925LF + 487LF 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
STATE OF NORTH CAROLINA HAS BEEN GRANTED PRELIMINARY APPROVAL BY
COUNTY OF THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD
PURSUANT TO THE REGULATIONS SET FORTH BY
I, REVIEW E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE
OFFICER OF COUNTY, MARSHAL, PLANNING, AND PUBLIC UTILITIES OF
CERTIFY THAT THE MAP OR PIAT TO WHICH HARNETT COUNTY, N.C., SUBJECT TO RECORDATION
THIS CERTIFICATION IS AFFIXED MEETS ALL IN THE HARNETT COUNTY OFFICE OF REGISTER OF
STATUTORY REQUIREMENTS FOR RECORDING. DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.
1163
1164
. 1165
REVIEW OFFICE DATE
20' DRAINAGE
AND PUBLIC ACCESS EASEMENT
1166 � \"
043 C24
\
L785
OPEN } R50' o y
SPACE O\�. 1 L71 n1167
q L73 1 y
c7 _c18. L�0 1168 /
d�x-�s.
71 1169
�
Q4r�� 1170 �' y •
k ' �+ � WETLANDS
11
1172
Fy 1173
y 1174 `_� j
7s 1175 �?
L41
AREA INFORMATION
LOTS -4.76 AC
ROAD -1.89 AC
OPEN -0.49 AC
TOTAL -7.14 ACRES
IN NO CASE SHALL A FIXED OR
/ 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 UNE MUST BE AT
LEAST 1' FROM THAT PROPERTY
LINE.
NOTE:
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.
RTIFICATE 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.
DATE "OWNP
ANDERSON CREEK PARTNERS, L.P.
BY: ANDERSON CREEK, INC. G.P.
BY: DAVID N. LEVINSON - PRES.
125 WHISPERING PINES DRIVE
SPRING LAKE, N.C. 28390
SURVEYOR:
JEFFREY L. GREEN, PLS
LICENSE #3972
5322 BIG OAK CHURCH ROAD
EAGLE SPRINGS, N.C. 27242
(910) 975-2306
DEVELOPMENT REVIEW BOARD CHAIRMAN
CURVE
RADIUS
ARC LENGTH
<,o1159
CHORD BEARING
DELTA ANGLE
1158 L'
270.00'
14.30'
14.29'
/
W n Li I3
3'02'01"
C2
435.00'
J
L"
N07*50'11"W
20'32'30"
C3
435.00'
L+191167
11.90°
003'13'07"E
1'34'05"
5E m
v J
i L92a (f21 c 3
32.66'
30.39'
N41'25'51 "E
L12 1156 &
9
C5
25.00'
4.73'
W
J r
<,
I L125 L124
10'51'00"
C6
O
o
uze
N8629'1 1"E
6'26'44"
C7
LU iq
a u3t
I
34.15'
N79'29'53"E
7'31'52"
g1154
260.00'
34.17'
34.15'
N71'58'02"E
Z
LIM
L135 L134 i
J
1 34.17'
34AW
ju11153
7'31'52"
CIO
260.00'
12.88'
12.88'
J
L1 L141Li
2'50'17"
C11
260.00'
J
1152 s
N5T27'32"E
LANDSCAPE
a
146 Lt L144
34.17'
BUFFER
N53'19'12"E
3 g
1151'
260.00'
30' SEWER
34.15'
045'47'20"E
L140 i
C14
EASEMENT
34.17'
34.15'
OPEN c39
7'31'52"
C15
3
3
SPACE
033'29'00"E
ca C7 32 11
1177 �
y
L)
L L 1178
1n 1 1179 w
z'1181 1180
o
U
2' SETBACK
LEGEND >• �y y
O COMPUTED POINT till0 NEW IRON ROD Lie y y
3wf 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 - 7.14 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.
B. 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 20R
11. MINIMUM LOT SIZE: LOT #1154 (4821 SF, 0.11 ACRES), TOTAL LINEAR FEET OF ROAD = 925LF + 487LF 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
STATE OF NORTH CAROLINA HAS BEEN GRANTED PRELIMINARY APPROVAL BY
COUNTY OF THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD
PURSUANT TO THE REGULATIONS SET FORTH BY
I, REVIEW E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE
OFFICER OF COUNTY, MARSHAL, PLANNING, AND PUBLIC UTILITIES OF
CERTIFY THAT THE MAP OR PIAT TO WHICH HARNETT COUNTY, N.C., SUBJECT TO RECORDATION
THIS CERTIFICATION IS AFFIXED MEETS ALL IN THE HARNETT COUNTY OFFICE OF REGISTER OF
STATUTORY REQUIREMENTS FOR RECORDING. DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.
1163
1164
. 1165
REVIEW OFFICE DATE
20' DRAINAGE
AND PUBLIC ACCESS EASEMENT
1166 � \"
043 C24
\
L785
OPEN } R50' o y
SPACE O\�. 1 L71 n1167
q L73 1 y
c7 _c18. L�0 1168 /
d�x-�s.
71 1169
�
Q4r�� 1170 �' y •
k ' �+ � WETLANDS
11
1172
Fy 1173
y 1174 `_� j
7s 1175 �?
L41
AREA INFORMATION
LOTS -4.76 AC
ROAD -1.89 AC
OPEN -0.49 AC
TOTAL -7.14 ACRES
IN NO CASE SHALL A FIXED OR
/ 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 UNE MUST BE AT
LEAST 1' FROM THAT PROPERTY
LINE.
NOTE:
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.
RTIFICATE 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.
DATE "OWNP
ANDERSON CREEK PARTNERS, L.P.
BY: ANDERSON CREEK, INC. G.P.
BY: DAVID N. LEVINSON - PRES.
125 WHISPERING PINES DRIVE
SPRING LAKE, N.C. 28390
SURVEYOR:
JEFFREY L. GREEN, PLS
LICENSE #3972
5322 BIG OAK CHURCH ROAD
EAGLE SPRINGS, N.C. 27242
(910) 975-2306
DEVELOPMENT REVIEW BOARD CHAIRMAN
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
ci
270.00'
14.30'
14.29'
SO3'13'26"W
3'02'01"
C2
435.00'
155.96'
155.12'
N07*50'11"W
20'32'30"
C3
435.00'
11.90'
11.90°
003'13'07"E
1'34'05"
C4
25.00'
32.66'
30.39'
N41'25'51 "E
74'51'23"
C5
25.00'
4.73'
4.73'
N84'17'02"E
10'51'00"
C6
260.00'
29.25'
29.23'
N8629'1 1"E
6'26'44"
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
7'31 °52"
C9
260.00'
1 34.17'
34AW
N64'26'10"E
7'31'52"
CIO
260.00'
12.88'
12.88'
N59'15'06"E
2'50'17"
C11
260.00'
3.39'
3.39'
N5T27'32"E
0'44'49"
C12
260.00'
34.17'
34.15'
N53'19'12"E
7'31'52"
C13
260.00'
34.17'
34.15'
045'47'20"E
7'31'52"
C14
260.00'
34.17'
34.15'
N38'1 5'29E
7'31'52"
C15
260.00'
9.16'
9.16'
033'29'00"E
2'01'05-
C16
25.00'
8.33'
8.29'
N4701'05"E
19'05'15-
C17
25.00'
15.46'
15.21'
N69'i6°20"E
3525'15"
C18
60.00'
35.59'
35.07'
N69'59'21 "E
33'59'14"
C19
60.00'
34.63°
34.15'
N36'27'42"E
33'04'04"
C20
60.00'
39.63'
38.91'
N01'00'21 "E
37'50'38"
C21
60.00'
42.82'
41.92'
N38'21'45' W
40'53'34"
C22
60.00
28.19
27.93'
N72'16'07"W
-26-55'09-
C23
25.00'
6.27'
6.25'
N78'32'52"W
14'21'38"
C24
25.00'
12.25'
12.13'
S5T19'50"E
28'04'25"
C25
110.00'
21.93'
21.89'
N49'00'16"W
11'25'17"
C26
110.00'
9,05'
9.05'
N57*04'21"W
4'42'52"
C27
25.00'
16.17'
15.89'
N40'54'11"W
37'03'10"
C28
60.00'
10.64'
10.63'
S2727'27"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'
N82'08'25"W
33'04'04"
C31
60.00
43.53'
42.58'
060'32°35 E
-41-33'55-
C32
60.00'
32.36'
31.97'
S2C18'39"W
30'53'57"
C33
25.00'
10.74'
10.66'
S21'10'22"W
24'37'23"
C34
25.00'
5.42'
5.41'
N39'41 57"E
12'25'47"
C35
110.00'
28.69'
28.61'
S38'26'27"W
14'56'46"
G36
110.00'
35.23'
35.08'
S21'47'30"W
18'21'08"
C37
110.00'
21.07'
21.04'
N07*07'42"E
1958'29"
C38
25.00'
14.08'
13.89'
N17*46°27"E
32'15'59"
C39
25.00'
10.44'
10.36'
N45'52'12"E
23°55'31"
C40
210.00'
106.85'
105.70'
N72'24'33"E
29'09'12"
C41
25.00'
42.65'
37.67'
544'08'12"E
9T45'17"
C42
330.00'
17.47'
17.47'
NOY13'26"E
3'02'01"
C43
60.00'
168.90'
118.40'
SBT 17'02"W
161'17'09"
C44
25.00'
21.62'
20.95'
SOT42'O2
49'32'50"
C45
210.00'
41.36'
41.29'
S38'O6'58"W
11'17'00"
C46
1 25.00'
60.16'
46.66'
S6718'02"E
137'53'00"
FINAL SUBDIVISION PLAT FOR
ANDERSON CREEK Lr
_`
ANDERSON CREEK TOWNSHIP
HARNETT COUNTY NORTH CAROLINA
SCALE 1" = 100' JULY 2017
REV MAY 2016
REV NOV. 1, 2016
GRAPHIC SCALE REV JULY 9, 2017
REV SEPT 5, 2017
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.