ACC Ph7 Sect 2_final map (2)SR. 1126
1117
T'ICIAITT MAP M.S.
TITLE REFERENCE
BEING A PORTION OF THAT
TRACT DESCRIBED IN
DEED BOOK 1346 PAGE 98
TAX PARCEL # 0505-86-8897.000
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.
SUR1IEY06t7 l4 I2otPP
DATE 1e
1. THERE ARE NO GRID MONUMENTS LOCATED WITHIN 2000' OF THIS PROPERTY.
Table
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,
Length
TOWN OR COUNTY TAX OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE.
Direction
3. SANITARY SEWER AND WATER TO BE PROVIDED BY HARNETT COUNTY.
121.58
4. TOTAL LOTS: 33 - PHASE 7 SECTION 2B and 2C = TOTAL AREA = 12.44 ACRES
1, JEFFREY L. GREEN, CERTIFY THAT THIS PLAT WAS
5. AREA BY COORDINATE COMPUTATION.
DRAWN UNDER MY SUPERVISION FROM A SURVEY MADE
6. SETBACKS ARE DETERMINED USING THE HARNE17 COUNTY ZONING ORDINANCE.
UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCES
7. ANDERSON CREEK CLUB PROPERTY OWNERS ASSOCIATION WILL MAINTAIN ALL STREETS WITHIN
AS SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE
THE SUBDIVISION.
CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND
8• PARCEL IS NOT IN FLOOD ZONE "X", FIRM PANEL NO. 3720050400J, EFFECTIVE DATE OCTOBER
(REFERENCES AS SHOWN; THAT THE RATIO OF PRECISION
3, 2006.
AS CALCULATED IS 1: 10.000+ ; THAT THIS PLAT WAS
9. EXISTING ZONING CLASSIFICATION - RA 20R
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
10. STREET RIGHT-OF-WAY WIDTH: 50'; TOTAL LINEAR FEET - 1,844 LF
WITNESS MY GINAL SIGNATURE, LICENSE NUMBER AND
11. SETBACKS ARE TO BE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE FOR
SEAL THIS DAY OFfjf914 A.D., 20Jf1.
PLANNED UNIT DEVELOPMENT AND MAY VARY ACCORDINGLY. SETBACKS MAY INCREASE BASED UPON
A.
ARCHITECTURAL REVIEW.
-
12. COMBINED GRID FACTOR = 0.999868142
PRO SS L)LAND SURVEYOR
13. LAND USE PLAN CLASSIFICATION IS MEDIUM DENSITY RESIDENTIAL.
L-3972
14. A CERTIFIED SETBACK VERIFICATION SURVEY IS REQUIRED TO BE SUBMITTED PRIOR TO SLAB
52.06
CONSTRUCTION.
LICENSE NUMBER "CA"O
15. THIS DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE AND MAY BE
�V . '^
\0�'4ESS�oq
SUBJECT TO MILITARY TRAINING ACTIVITIES.
S41'
16. THERE WILL BE NO DISTURBANCE IN THE WETLANDS.
s
17. DEVELOPMENT COVENANTS AND HOMEOWNERS ASSOCIATION DOCUMENTS ARE RECORDED IN
S i =
DEED BOOK 2920 PAGES 351-354.
_
72
18. FIRE HYDRANTS ARE INSTALLED NO FURTHER THAN 500' FROM THE CENTER OF ANY LOT FOR
0
!�✓, o _
sUR�,. '�4
PHASE 7 (SECTION 2B AND 2C).
ec.,
o.
19. ALL UTILITY EASEMENTS DRAINAGE EASEMENTS AND OPEN SPACE ARE THE RESPONSIBILITY OF
'�. "Rt .......
�, G\0
THE PROPERTY OWNERS ASSOCIATION.
130.00
20. MINIMUM LOT SIZE: LOT #1119, 1120, 1121, 1128 (8450 SF, 0.19 AC)
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.
SUR1IEY06t7 l4 I2otPP
DATE 1e
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.
DATE:
Line
Table
Line #
Length
Direction
L1
121.58
S35'
23'
04"E
L2
224.28
N427
58'
58"E
L3
35.00
N42'
58'
58"E
L4
27.89
S48'
50'
17"E
L5
130.00
S41'
09'
43"W
L6
91.50
S48'
50'
170E
L7
52.06
S48'
50'
17"E
L8
130.72
S41'
09'
43"W
L9
52.06
S48'
50
17"E
L10
3.35
N05'
23'
46"W
1-11
130.00
S84'
36'
14"W
L12
3.35
N05'
23'
46"W
L13
65.00
N05°
23'
46"W
L14
130.00
S84'
36'
14"W
L15
65.00
N05'
23'
46"W
L16
65.00
N05'
23'
46"W
L17
130.00
S84'
36'
14"W
L18
65.00
N05'
23'
46"W
L19
65.00
N05'
23'
46"W
L20
130.00
S84'
36'
14"W
L21
65.00
N05'
23'
46"W
L22
130.00
N56'
30'
45"W
L23
3.63
N05'
23'
46"W
L24
17.82
N48'
22'
21 "E
L25
27.37
N56'
36'
47"W
L26
42.44
N25'
32'
42"W
L27
70.00
N25'
32'
42"W
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.
DATE:
Line
Table
Line #
Length
Direction
L28
18.31
N25'
32'
42"W
L29
50.00
S47'
01'
02"E
L30
6.81
S42'
58'
58"W
L31
40.00
S42'
58'
58"W
L32
144.96
N47'
01'
02"W
L33
72.03
N56'
36'
26"E
L34
130.00
N47'
01'
02"W
L35
140.489
N47'
01'
02"W
L36
72.03
N56'
36'
26"E
L37
136.10
N88'
13'
28"W
L38
55.26
S32'
17'
32"W
L39
70.00
S32'
17'
32"W
L40
22.86
S32'
17'
32V
L41
13.51
N50'
42'
23"E
L42
40.90
N47'
01'
02"W
L43
26.39
N50'
42'
23"E
L44
70.00
N50'
42'
23"E
L45
70.00
N50'
42'
23"E
L46
63.19
S42'
58'
58"W
L47
70.00
S42'
58'
58"W
L48
130.00
N47'
01'
02"W
L49
70.00
N50'
42'
23"E
L50
70.00
S42'
58'
58" W
L51
130.00
N47'
01'
02"W
L52
70.00
S42'
58'
58"W
L53
70.00
N59
42'
23"E
L54
70.00
S42°
58'
58"W
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.
DATE:
Line
Table
Line #
Length
Direction
L55
130.00
N47'
01'
02"W
L56
70.00
S42'
58'
58"W
L57
70.000
N50'
42'
23"E
L58
70.000
S42'
58'
58"W
L59
129.648
N47'
01'
02"W
L60
56.092
S42'
58'
58"W
L61
70.00
N50'
42'
23"E
L62
90.74
S42'
58'
58"W
L63
113.53
N42'
05'
21"W
L64
70.00
N50'
42'
23"E
L65
70.00
N50'
42'
23"E
L66
45,19
S83'
23'
39"W
L67
73.50
S15'
00'
49"E
L68
100.00
N157
00'
49"W
L69
80.02
S15'
00'
49"E
L70
53.86
N53'
09'
38"E
L71
100.00
N15'
00'
49"W
L72
90.00
S74
59'
11 "W
L73
125.00
N15'
00'
49"W
L74
65.00
S74'
59'
11"W
L75
70.00
N74'
59'
11 "E
L76
125.00
N15'
00'
49"W
L77
70.00
N74'
59'
11 "E
L78
19.07
N74°
59'
11"E
L79
125.00
SO4'
55'
38"E
LBO
19.07
N74'
59'
11 "E
L81
125.00
S08'
56'
12"W
L81
54.30
N29'
23'
00"E
L82
54.07
N74'
59'
11 "E
L83
93.63
N15'
00'
49"W
L84
125.00
S74'
59'
11 "W
L85
68.63
N15'
00'
49"W
L86
100.00
S74'
59'
11 "W
L87
87.29
N 15°
00'
49"W
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.
DATE:
Line
Table
Line #
Length
Direction
L88
132.48
S85'
21'
41"W
L89
4.90
N1 5'
00'
49"W
L90
97.03
S26'
18'
28"E
L91
176.48
N&V
16'
46'W
L92
156.11
S41'
09'
43"W
L93
21.22
S48'
50'
17"E
L94
70.05
N26'
57'
12"W
L95
130.08
S41'
09'
43"W
L96
58.73
S48'
50'
17"E
L97
104.84
S48'
50'
17"E
L98
145.71
S57'
15'
38"W
L99
25.12
S48'
50'
17"E
L100
27.57
SOV
15'
20"E
L101
67.47
S15'
27'
10"E
L102
142.62
S70'
07'
48"W
L103
101.33
N05'
23'
46"W
L104
130.00
S84'
36'
14"W
L105
65.00
N06
23'
46" W
L106
130.00
S84'
36'
14"W
L107
66.95
N05'
23'
46"W
L108
75.75
S13'
26'
31"E
L109
140.60
S84'
36'
14"W
L110
75.00
N05'
23'
46"W
Li 11
65.18
S01'
10'
56"E
L112
135.86
S84'
36'
14"W
L113
60.03
N05'
23'
46"W
L114
102.83
NO2'
44'
15"E
L115
136.12
N79'
33'
17"W
L116
88.20
N14'
19'
00"E
L117
140.09
N66'
41'
08'V
L118
72.76
N29'
24'
45"E
L119
29.72
N46'
31'
35"E
L120
133.64
N51'
49'
34"W
L121
53.38
N33'
32'
22"Vd
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.
DATE:
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
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 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
STATE OF NORTH CAROLINA
COUNTY OF
1, REVIEW OFFICER OF
COUNTY, CERTIFY THAT THE MAP OR
PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDING.
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
a
■f
O
THE ACADEMY - PHASE 7 (SECTION 213 i
ANDERSON CREEK TOWNSHIP
HARNETT COUNTY NORTH CAROLINA
SCALE 1" = 100' AUGUST, 2017
REV. MAR, 2016 REV. SEPT 5, 2017
REV. NOV, 2016
SHEET 2 OF 3
Line
Table
Line #
Length
Direction
L122
114.73
S57'
15'
39"W
L123
74.25
S32'
19'
03"W
L124
22.90
S10'
27'
44"W
L125
35.00
S79'
32'
16"E
L126
29.57
N10'
27'
44"E
L127
48.39
N32'
19'
03"E
L128
108.09
N57'
15'
39"E
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
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 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
STATE OF NORTH CAROLINA
COUNTY OF
1, REVIEW OFFICER OF
COUNTY, CERTIFY THAT THE MAP OR
PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDING.
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
a
■f
O
THE ACADEMY - PHASE 7 (SECTION 213 i
ANDERSON CREEK TOWNSHIP
HARNETT COUNTY NORTH CAROLINA
SCALE 1" = 100' AUGUST, 2017
REV. MAR, 2016 REV. SEPT 5, 2017
REV. NOV, 2016
SHEET 2 OF 3