pg 2TITLE REFERENCE
BEING A PORTION OF THAT
TRACT DESCRIBED IN
DEED BOOK 1346 PAGE 98
TAX PARCEL # 0505-86-8897.000
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON
HAS BEEN GRANTED PRELIMINARY APPROVAL BY
THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD
PURSUANT TO THE REGULATIONS SET FORTH BY
E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE
MARSHAL, PLANNING, AND PUBLIC UTILITIES OF
HARNETT COUNTY, N.C., SUBJECT TO RECORDATION
IN THE HARNETT COUNTY OFFICE OF REGISTER OF
DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.
DEVELOPMENT REVIEW BOARD CHAIRMAN
I INF I RFARINr fi-TANCF
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 HARNE17 COUNTY.
4. TOTAL LOTS: 50 - PHASE 7 (SECTION 1) = TOTAL AREA = 13.08 ACRES
5. AREA BY COORDINATE COMPUTATION.
6. SETBACKS ARE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE.
7. ANDERSON CREEK CLUB PROPERTY OWNERS ASSOCIATION WILL MAINTAIN ALL STREETS WITHIN THE SUBDIVISION.
8. PARCEL IS NOT IN FLOOD ZONE "X", FIRM PANEL NO. 3720050400J, EFFECTIVE DATE OCTOBER 3, 2006.
9. EXISTING ZONING CLASSIFICATION - RA 20R
10. STREET RIGHT-OF-WAY WIDTH: 50' (2,562 LF) 60' (564 LF); TOTAL LINEAR FEET - 3,126 LF
11. SETBACKS ARE TO BE DETERMINED USING THE HARNL77 COUNTY ZONING ORDINANCE FOR PLANNED UNIT DEVELOPMENT AND MAY VARY
ACCORDINGLY. SETBACKS MAY INCREASE BASED UPON ARCHITECTURAL REVIEW.
12. COMBINED GRID FACTOR = 0.999868142
13. LAND USE PLAN CLASSIFICATION IS LOW DENSITY RESIDENTIAL.
14. A CERTIFIED SETBACK VERIFICATION SURVEY IS REQUIRED TO BE SUBMITTED PRIOR TO SLAB CONSTRUCTION.
15. THIS DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE AND MAY BE SUBJECT TO MILITARY TRAINING ACTIVITIES.
16. THERE WILL BE NO DISTURBANCE IN THE WETLANDS.
17. DEVELOPMENT COVENANTS AND HOMEOWNERS ASSOCIATION DOCUMENTS ARE RECORDED IN DEED BOOK 2920 PAGES 351-354.
18. FIRE HYDRANTS ARE INSTALLED NO FURTHER THAN 500' FROM THE CENTER OF ANY LOT FOR PHASE 7 (SECTION 1).
19. ALL UTILITY / DRAINAGE EASEMENTS AND OPEN SPACE ARE THE RESPONSIBILITY OF THE PROPERTY OWNERS ASSOCIATION
20. MINIMUM LOT SIZE: LOT 1063 (8,725 SF, 0.20 AC)
. of ffn►5�Iii�L'Zii�l
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
Lt
N88'17'38"W
15.19'
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L2
N88'17'38"W
85.00'
L61
S51'49'34"E
133.64'
L122
S39'17'37"E
129.71'
L3
N01'42'22"E
109.68'
L62
N33'32'22W
53.38'
L123
N15'00'49"W
73.50'
L3A
501'42'22"W
109.70'
L63
N56'30'45"W
130.00'
L124
S74'59'1 1"W
5.55'
L4
S4644'27"W
35.38'
L64
S48'22'21"W
17.82'
L125
N15'00'49"W
100.00'
15
S88'1 3'28"E
15.19'
L65
N44'37'04"W
130.00'
L126
N75'12'34"E
4.66'
76
N88'13'28"W
59.97'
L66
S48'22'21"W
17.82'
L127
S15'00'49"E
80.02'
L7
N88'13'28'W
65.00'
L67
S14'11'28'E
130.00'
L128
N74'59'11"E
148.47'
L8
N01'42'22"E
134.62' 1
L68
N56'36'47"W
27.37'
L129
I N27'50'48"W
125.96'
L9
N88'1 7'38"W
65.00'
L69
S2647'00"W
130.00'
L130
S2T50'48"E
76.92'
L10
S88'17'38"E
75.00'
L70
N56'36'47"W
27.37'
L131
S74!59'1 1"W
92.21'
1-11
N01'42'22"E
134.54'
L71
N51'26'52"E
130.00'
L132
N12'41'14"E
19.63'
L12
N88'1 3'28"W
75.00'
L72
S2532'42"E
42.44'
L133
N12'41'14"E
36.82'
713
N88'13'28"W
65.00'
L73
N25'32'42"W
70.00'
L134
N36'33'15"W
224.64'
L14
N01'42'22"E
134.45'
L74
N64!27'1 8"E
130.00'
L135
S50'42'23"W
57.86'
L15
N88'1 7'38W
65.00'
L75
N25'32'42"W
42.44'
L136
N50'42'23"E
70.00'
L16
N88'17'38"W
75.00'
L76
S25'32'42"E
70.00'
L137
N50'42'23"E
70.00'
L17
S01'42'22"W
134.37'
L77
N25'32'42"W
82.94'
L138
S39 -17.37"E
225.04'
L18
N88'1 3'28"W
75.00'
L78
S64'27'18"W
130.00'
L139
N74'59'11"E
56.75'
1-19
N88'13'28W
65.00'
L79
S25'32'42"E
18.31'
L140
S74'59'11"W
4.65'
L20
N01'42'22"E
134.27'
L80
S35'23'04"E
121.58'
L141
S28'09'12"W
70.99'
L21
N88'17'38"W
65.00'
L81
N42'58'58"E
46.81'
L142
N28'09'12"E
76.01'
L22
S88'17'38'E
20.00'
L82
S4TO1'02"E
50.00'
L143
S39'1 7'37"E
199.64'
L23
N01'42'22"E
134.20'
L83
N4T58'58"E
6.81'
L144
N50'42'23"E
70.00'
L24
N88'13'28"W
55.46'
L84
N42'58'58"E
40.00'
L145
N50'42'23"E
70.00'
L25
SO1'42'22"W
114.38'
L85
N88'13'28"W
136.10'
L146
539'17'37"E
170.57'
L26
N39'57'53"E
17.61'
L86
S88'13'28"E
98.44'
L147
S28'09'12"W
75.80'
07
N64'27'18"E
9.93'
L87
S32'17'32"W
55.26'
L148
N28'09'12"E
3.91'
L28
S64'27'18"W
30.44'
L88
S5742'28"E
130.00'
L149
S39'17'37"E
141.50'
L29
N32 54'32W
14.46'
L89
S3T17'32"W
32.28'
L150
N50'42'23"E
66.39'
L30
N52 25'25"W
14.13'
L90
N32'17'32"E
70.00'
L151
N50'42'23"E
70.00'
L31
N39'57'53"E
30.40'
L91
S3T17'32"W
10.70'
L152
N39'17'37"W
140.00'
L32
N64'27'18"E
137.81'
L92
S5742'28"E
130.00'
L153
S5942'23W
70.00'
L32A
N25'32'42"W
64.34'
L93
N3T17'32"E
70.00'
L154
N50'42'23"E
70.00'
L33
S25'32'42"E
70.00'
L94
S32'17'32"W
22.86'
L155
N50'42'23"E
70.00'
L34
525'32'42"E
57.66'
L95
S50'42'23"W
39.90'
L156
539'17'37"E
140.00'
L35
S64'27'18"W
193.25'
L96
S50'42'23"W
70.00'
L157
N50'42'23"E
70.00'
L36
N32'54'32"W
70.58'
L97
S39'1 7'37"E
130.00'
L158
N50'42'23"E
86.36'
L37
N32'54'32"W
76.62'
L98
N50'42'23'E
27.74'
L159
N39'17'37"W
140.00'
L38
N56'36'47"W
111.95'
L99
S50'42'23W
70.00'
L160
N50'42'23"E
28.93'
L39
N61'01'46"E
183.87'
L100
N50'42'23"E
70.00'
L161
S4734'02"E
144.15'
L40
S4T45'08'W
142.43'
L101
539'17'37"E
130.00'
L162
N50'42'23"E
6.59'
L41
N56'36'47"W
90.07'
L102
N50'42'23"E
70.00'
L163
N32'17'32"E
83.71'
L42
N56'36'47"W
78.44'
L103
S5942'23"W
70.00'
L164
N32'17'32"E
70.00'
L43
S34'39'23"W
130.09'
L104
S39'1 7'37"E
130.00'
L165
N57*42'28"W
140.00'
L44
N5636'47"W
27.37'
L105
S50'42'23W
70.00'
L166
S32'17'32'W
19.68'
L45
S2704'56"W
132.34'
L106
S50'42'23W
70.00'
L167
S32'1 7'32"W
70.00'
L46
556'36'47"E
100.74'
L107
N39'17'37"W
130.00'
L168
N32'17'32"E
23.30'
L47
S5636'47"E
109.45'
L108
N50'42'23"E
70.00'
L169
N5T42'28"W
140.00'
L48
N12'58'26"E
155.80'
L109
S50'42'23"W
70.00'
L170
S32'17'32"W
46.60'
L49
S00'06'17W
205.54'
L110
539'17'37"E
130.00'
L171
S54'20'06'W
48.76'
L50
S5636'47"E
42.77'
L111
N50'42'23"E
70.00'
L172
S54'20'06'W
37.78'
L51
S48'22'21'W
100.41'
L112
S50'42'23"W
70.00'
L173
N67'07'03"W
163.94'
L52
N48'22'21"E
99.07'
L113
N39'17'37"W
130.00'
L174
N88'13'28"W
119.09'
L53
S14'45'17"E
176.61'
L114
S50'42'23"W
70.00'
L175
S43'15'33"E
35.33'
L54
S2T37'26"E
141.79'
L115
S50 -42-23-W
70.00'
L176
S01'42'22"W
84.64'
L55
S4822'21"W
100.34'
L116
S39'17'37"E
130.00'
L177
N54'20'06"E
22.15'
L56
S48'22'21 "W°
4.73'
L117
S50'42'23W
70.00'
L178
NO V44'27"E
41.57'
L57
N46'31'35"E
77.61'
L118
S5942'23"W
59.05'
L179
N88'17'38"W
60.00'
L58
S41'37'39"E
130.00'
L119
S39'17'37"E
130.00'
L180
N01'42'22"E
15.37'
L59
N48'22'21"E
4.33'
L120
S50'42'23"W
70.00'
L181
S88'13'28"E
20.19'
L60 I
S48'22'21"W
13.49'
L121
N83'23'39"E
45.19'
L182
S88'17'38"E
60.00'
SURVEYOR.
JEFFREY L. GREEN
LICENCE NO. L-3972
5322 BIG OAK CHURCH ROAD
EAGLE SPRINGS, N.C. 27242
(910) 975-2306
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:
STATE OF NORTH CAROLINA
COUNTY OF
1, JEFFREY L. GREEN, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM A SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCES
AS SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND
(REFERENCES AS SHOWN; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1: 10.000+ ; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY OR NAL SIGNATURE, LICENSE NUMB R AND
SEAL THIS DAY OF ."!D LY , A.D., 20.
PROfESPIPOL LAND SURVEYOR
3972
LICENSE NUMBER
I, JEFFREY L GREEN, PROFESSIONAL LAND SURVEYOR, NO. L-3972,
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 LAND.
n- ,> ug,� �L. :4
SURVEYo
DATE "1C Lko 11,0 16,
I, REVIEW OFFICER OF
COUNTY, CERTIFY THAT THE MAP OR
PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDING.
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
25.00'
39.30'
35.38'
S46'44'27"W
90'04'10"
C2
275.00'
19.56'
19.56'
S89'44'16"W
VO4'31"
C3
275.00'
74.79'
74.56'
S79'54'31 "W
15'34'59"
C4
25.00'
35.93'
32.91'
N66'42'50"W
82'20'16"
C5
255.00'
7.34'
7.34'
N2622'13"W
1'39'01"
C6
255.00'
66.99'
66.80'
53443'17"E
15'03'09"
C7
255.00'
58.28'
58.16'
N48'47'45W
13'05'45"
C8
255.00'
5.65'
5.65'
555'58'420E
1'16'09"
C9
255.00'
28.06'
28.05'
N59'45'56W
6'18'17"
C10
255.00'
62.79'
62.63'
N69'58'19"W
14'06'30"
Cil
255.00'
57.28'
57.16'
N83'27'39"W
12'52'09"
C12
255.00'
66.13'
65.95'
S82'40'30"W
14'51'34"
C13
255.00'
57.28'
57.16'
S68'48'38"W
12'52'09"
C14
255.00'
62.32'
62.17'
S55'22'27W
14'00'13"
C15
255.00'
1 45.39'
45.33'
S43'16'24"W
1011'55"
C16
205.00'
1 42.56'
42.48'
N39'26'06"E
11'53'41"
C16A
205.00'
1 10.70'
10.70'
N46'52'25"E
259'25"
C17
75.00'
1 15.57'
15.54'
N39'26'06"E
11'53'41"
C18
75.00'
1 3.91'
3.91'
N46'52'39"E
2-59'25-
C19
75.00'
35.91'
35.57'
N62'05'26"E
2T26'11"
C20
205.00'
98.17'
97.23'
N62'05'26"E
2726'11"
C21
205.00'
146.60'
143.50'
58342'14"E
40'58'29"
C22
75.00'
53.64'
52.50'
S8342'1 4'E
40'58'29"
C23
75.00'
8.64'
8.64'
S5954'53"E
636'13"
C24
205.00'
23.63'
23.61'
S59'54'53"E
6'36'13"
C25
205.00'
64.62'
64.35'
S4T34'57"E
18'03'39"
C26
205.00'
46.54'
46.44'
S32'02'55"E
13'00'26"
C27
75.00'
1 23.64'
23.54'
S47'34'57"E
18'03'39"
C28
75.00'
1 17.03'
16.99'
532'02'55"E
13'00'26"
C29
25.00'
34.24'
31.62'
S1341'11"W
78'27'47"
C30
275.00'
47.69'
47.63'
S4757'01 "W
9'56'07"
C31
225.00'
191.61'
185.87'
N6722'45"E
48'47'34"
C32
25.00'
45.34'
39.38'
S36'1 6'05"E
103'54'47"
C33
205.00'
59.41'
59.20'
S23'59'25"W
16'36'14"
C34
205.00'
10.95'
10.95'
S52'14'14"W
3'03'42"
C35
205.00'
72.17'
71.80'
S63'51'14"W
20'10'19"
C36
25.00'
39.27'
35.36'
N60'00'49"W
9900'00"
C37
275.00'
40.35'
40.32'
S1948'35"E
8'24'28"
C38
25.00'
39.27'
35.36'
N29'59'11"E
90100'00"
C39
255.00'
93.07'
92.56'
N63'53'15"E
20'54'46"
C40
255.00'
12.13'
12.13'
N52'04'08"E
2'43'29"
C41
255.00'
36.82'
36.79'
N46'34'11"E
8'16'24"
C42
255.00'
45.13'
45.07'
N37*21'45"E
10'08'26"
C43
255.00'
41.88'
41.83'
N2T35'15"E
9'2435"
C44
255.00'
54.36'
54.26'
Nt6'46'30"E
12'12'54"
C45
25.00'
35.39'
32.51'
N57'13'18"E
81'06'29"
C46
25.00'
39.24
35.33'
S43'15'33"E
89'55'50"
C47
270.00'
14.30'
1 14.29'
S03'13'26"W
3'02'01"
REVIEW OFFICER
DATE
NORTH CAROLINA
HARNETT COUNTY
PRESENTED FOR REGISTRATION AND
RECORDED IN THIS OFFICE IN
BOOK OF MAPS--, PAGE
THIS THE DAY OF
20.
REGISTER OF DEEDS
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 HARNE17
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 OWNER
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
FINAL SUBDIVISION PLAT FOR
ANDERSON CREEK CLUB
(SOUTH)
THE ACADEMY - PHASE 7 (SECTION 1)
ANDERSON CREEK TOWNSHIP
HARNETT COUNTY NORTH CAROLINA
MAY, 2014
Revised 5/20/14
Revised 6/13/14
Revised 7/25/16
SHEET 2 OF 2