pg 3I, 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 ORIGINAL SIGNATURE, LICENSE NUMBER AND
SEAL THIS 29eD DAY OFfiMdA1'J , A.D., 2011�.
PROFESV�W LAND SURVEYOR
L-3972
LICENSE NUMBER
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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.
_t_ , I
SUi�
2b)Ls
DATE
Curve Table
Curve #
Arc Length
Radius
Chord Length
Chord Bearing
Delta Angle
C1
61.42
325.00
61.33
S37* 34' 06"W
10'49'43"
C2
37.36
25.00
33.98
N74' 58' 03"E
85'37'37"
C3
47.88
205.00
47.77
S55' 31' 42"E
753'55"
C4
12.94
205.00
12.94
S47' 01' 45"E
636'12"
C5
13.00
75.00
12.98
S43' 52' 19"E
9'55'56"
C6
142.49
205.00
139.64
S25' 18' 29"E
39'49'25"
C7
43.86
75.00
43.24
S22' 09' 03"E
33'30'34"
C8
139.12
205.00
136.47
S147 02' 44"W
38'53'01"
C9
139.12
205.00
136.47
S14' 02' 44"W
38'53'01"
C10
50.90
75.00
49.93
S14' 02' 44"W
38'53'01"
C11
15.57
75.00
15.54
S39' 26' 06"W
11'53'41"
C12
3.914
75.00
3.91
S46' 52' 38"W
259'24*
C13
35.91
75.00
35.57
S62' 05' 26"W
27'26'11"
C14
3.38
75.00
3.38
S77' 05' 53"W
2'34'42"
C15
50.26
75.00
49.32
N82' 24' 52"W
38'23'45"
C16
8.64
75.00
8.64
N59' 54' 53"W
6'36'12"
C17
23.64
75.00
23.54
N47' 34' 57"W
18'03'38"
C18
17.03
75.00
16.99
N32' 02' 55"W
13'00'25"
C19
30.09
225.00
30.07
S46' 48' 50"W
7.39'44"
C20
73.54
225.00
73.21
S60' 00' 28"W
18'43'31"
C21
87.98
225.00
87.42
S80' 34' 23"W
22'24'17"
C22
13.91
275.00
13.91
S41' 32' 00"W
253155"
C23
82.97
275.00
82.66
S31' 26' 25"W
17'17'114"
C24
181.48
275.00
178.20
S03' 53' 29"W
37'48'36"
C25
39.27
25.00
35.36
N60' 00' 49"W
90100'00"
C26
66.90
380.00
66.81
N80' 01' 46"E
10'05'10"
C27
44.89
255.00
44.83
N80' 01' 46"E
10'05'10"
C28
91.95
380.00 1
91.72
S87' 59' 43"E
10'51'49"
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:
DATE:
ENGINEER OF RECORD
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
Curve Table
Curve #
Arc Length
Radius
Chord Length
Chord Bearing
Delta Angle
C29
61.70
255.00
61.55
S87' 59' 43"E
10'51'49"
C30
90.07
380.00
89.86
S74' 16' 24"E
13'34'49"
C31
60.44
255.00
60.30
S74' 16' 24"E
13'34'49"
C32
39.27
25.00
35.36
S67' 31' 01"W
90'00'00"
C33
39.27
25.00
35.36
N22' 28' 59"W
90100'00"
C34
63.35
50.00
59.20
S10' 37' 33"W
72'35'50"
C35
21.03
25.00
20.41
N01' 34' 41"W
48.11'22"
C36
39.27
25.00
35.36
N6T 31' 01"E
90'00'00"
C37
44.42
50.00
42.97
S72' 22' 26"W
50'53'56"
C38
46.15
50.00
44.53
N55' 44' 14"W
52'52'44"
C39
87.27
50.00
76.61
N20' 42' 16"E
100'00'15"
C40
67.59
205.00
67.28
S76' 55' 41 "E
18'53'22"
C41
39.27
25.00
35.36
S22' 28' 59"E
90'00'00"
C42
21.03
25.00
20.41
S46' 36' 42"W
48.11'22"
C43
66.70
205.00
66.40
N84' 18' 24"E
18.38'26"
C44
39.27
25.00
35.36
N29' 59' 11 "E
90'00'00"
C45
58.85
325.00
58.77
S09' 49' 34"E
10'22'29"
C46
58.76
325.00
58.68
SOO' 32' 27"W
10'21'33"
C47
65.68
255.00
65.50
S56' 13' 01"E
14'45'27"
C48
34.60
25.00
31.90
N23' 56' 46"W
79.17'57"
C49
56.63
325.00
56.56
S10' 42' 43"W
9'58'59"
C50
6.27
255.00
6.27
S48' 08' 00"E
1'24'33"
C51
65.38
255.00
65.20
S40' 05' 02"E
14'41'21"
C52
57.28
255.00
57.16
S26' 18' 17"E
12'52'09"
C53
64.42
255.00
64.25
S12' 37' WE
14'28'26"
C54
4.97
255.00
4.97
SO4' 50' 16"E
1'07'00"
C55
65.53
255.00
65.35
S03' 04' 59"W
14'43'28"
C56
57.28
255.00
57.16
S16' 52' 48"W
12.52'09"
C57
66.13
255.00
65.95
S30' 44' 39"W
14'51'34"
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
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
I, REVIEW OFFICER OF
COUNTY, CERTIFY THAT THE MAP OR
PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
DATE
PRELIMINARY SUBDIVISION PLAT FOR
ANDERSON CREEK CLUB
(SOUTH)
THE ACADEMY - PHASE 7 (SECTION 2)
ANDERSON CREEK TOWNSHIP
HARNETT COUNTY NORTH CAROLINA
SCALE 1" = 100' FEBRUARY, 2016
SHEET 3 OF 3