ACC_PH6_final mapI, JEFFREY L. GREEN PROFESSIONAL LAND SURVEYOR, NO. L-3861, TITLE REFERENCE NQTES:
CERTIFY TO THE FOLLOWING AS REQUIRED IN G.S. 47-30(f)(11):
BEING A PORTION OF THAT 1. THERE ARE NO GRID MONUMENTS LOCATED WITHIN 2000' OF THIS PROPERTY.
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE TRACT DESCRIBED IN 2. SUBJECT TO ALL EASEMENTS, RIGHT-OF-WAY, STREETS, AND ASSESSMENTS, IF ANY, AS THE SAME MAY APPEAR OF RECORD IN THE
AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT DEED BOOK 1346 PAGE 96 OFFICE OF THE REGISTER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY
REGULATES PARCELS OF JAND. PIN # 0505-86-8897.000 PRESCRIPTIVE USE.
3. SANITARY SEWER AND WATER TO BE PROVIDED BY HARNETT COUNTY.
4. TOTAL LOTS - PHASE 6 == 31; TOTAL AREA - 7.14 ACRES
00 i DATE 201 ,,`11\gTH Cq 6. SURVEY FROM5. ALL SINAFORMATtONnFOUNDAL R INND DEEDSDAREA BY AND PiATSCO�RDINATE RECORDCWMHARNIETT COUNTY REGISTRY AND CORNERS LOCATED IN FIELD.
��`pFEgS R0 '. ! 7. ANDERSON CREEK CLUB PROPERTY OWNERS ASSOCIATION, INC. WILL MAINTAIN ALL STREETS WITHIN THE SUBDIVISION.
q ttQ /0. / / / 8. PARCEL IS IN FLOOD ZONE "X", PANEL NO. 3720050400J, EFFECTIVE DATE OCTOBER 3, 2006.
Z I, JEFFREY L. GREEN, CERTIFY THAT THIS PLAT WAS 9. GRID COORDINATES ESTABLISHED USING GPS METHODS.
Q DRAWN UNDER MY SUPERVISION' FROM A SURVEY MADE �: _ / / 10. EXISTING ZONING CLASSIFICATION RA 20R
UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCES 72 11. MINIMUM LOT SIZE: LOT #1154 (4821 SF, 0.11 ACRES), TOTAL LINEAR FEET OF ROAD = 925LF + 487LF ANDERSON LAKE DR.,
0 AS SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE t'.O Q ; / / R WIDTHS: 50' & 60'.
CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND %, SURv6?�� // �/ 12. T� DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE, AND MAY BE SUBJECT TO MILITARY TRAINING
z ASEFERENCES AS SHOWN; CALCULAED IS 1: 10,000+_; THATRATIO
THISFPLAT WASPRECISION
J' r'R� '\ // 13. LAND USE CLASS - MEDIUM DENSITY RESIDENTIAL
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY GINAL SIG T LIC SE NUMB AND
AND
SEAL THIS DAY 0 bE=A D., 20L1
�--
PR LAND SURVEYOR
L-3972
LICENSE NUMBER
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
-L7
9,w1738"W
60.00'
L79
N5511'07"E
76.86'
L2
S01'42 22"W
15.37
LSO
949.5047"W
60.09'
L3
N04'44 27 E
350.15
L81
N51'00'47"W
37.83'
L4
SO4'31'25
28.51'
L82
S4Z13'57"W
75.63
L5
N87*52'44'W
25.40'
L83
N4V27'12'W
8.51
L6
SOZ07'16
30.00
L84
971357VI
63.15'
L7
S87'52'44E
24.14'
L85
N40'36'53
65.97'
L8
N0431'25E
30.03'
L86
S4T23'07"E
8.51'
L9
SO431'25
47.96'
L87
N40'36"53
73.07'
L10
S87*33'56
60.00'
L88
953'33 48
48.58°
L11
N01'3247
187.61'
L89
N4653'30"W
88.53'
L12
N80'15'23"E
4.76'
L.sO
S3730'17
74.02'
L13
N80'1523
52.25'
L91
955'29 43'W
8.51"
L14
S6T1217
54.91
L92
S34'3017
56.21'
L15
N0428006'W
133.17'
L93
913'35'20 E
52.00'
L16
S85'31'54W
8.51'
L94
S7624'40"E
8.51'
L17
NO428'06
49.00
L95
N13'35'20'E
95.89'
L78
510'1101 E
49.00'
L96
968'4256
63.56'
L19
N7948'59"E
8.51'
L97
S73'01 47
29.43'
L20
S10'11 O1 E
196.69'
L98
S73 OV47'W
20.32'
L21
S41'49 13'W
57.50"
L99
§48'47 53'W
92.81'
L22
N53'14 13 E
52.21
L700
SOT11 05"E
99.69
L23
N15'02 03
87.17
7101
S82'4$ 55
8.51
L24
S7457'57W
8.51'
L102
SOT11'05"E
52.00'
L25
N15'02'03
49.00'
L103
N40'04'11"W
116.72'
L26
N21'5512'W
49.00'
L104
N4647 153'E
20.03°
L27
N68'04 48"E
8.51'
L105
99'5Z4O"W
15.00'
L28
N21 -55'12'W
76.00'
L106
S49'52'40
63.84°
L29
S5W34'04"W
50.74'
-107
948'11'21"E
55.73'
1_30
S74'54'04"W
41.80'
L108
560'1245"E
88.31°
L31
N2931'07"W
76.48'
L109
929.47'15"W
8.51'
L32
S60'28'53'W
8.51
L110
560'12'45"E
53.00
L33
S29'31 07
49.00
L111
N76'59 03'W
48.00
L34
S5749'57
21.28
- L112
N13'00'57"E
8.57'
L35
N5T49 57-E
34.15'
7113
N76'5WG3"W
98.52'
L36
N5T49'57"E
30.76
L114
904 44'27"E
25.81 °
L37
S32'1003'E
49.00
L915
904 -V27'E
20.37'
L38
N5T49 57TE
8.51'
L116
N01'4222
15.37'
L39
N3710'03'W
89.01'
L717
0444 27
36.80'
L40
N78'OB'15'E
37.75'
L118
50444'27'W
46.29
L41
N74'27 42"E
46.20'
L119
S7738'41'E
87.82'
L42
N3T1003
103.63'
L120
S1Z21 18
8.33
L43
N5T49'57"E
9.76'
L121
S7738'41 "E
47.97'
L44
N3Z1003'W
47.50'
L122
SOI'38'28-W
1226'
L45
S36'05'26"E
49.00'
L123
S01'38'28"W
31.72'
L46
N53'5434'E
8.51'
L124
N8751'47^W
48.96'
L47
S36'05'26 E
119.01
7125
NOTOB 13
7.63
L48
N63'2851'E
47.21'
L126
N875V47"W
84.75'
L49
S24 49 34"W
58.79'
L127
SO4 44'27
43.61'
N40'07'O8'W
132.73'
L128
SO4 44'27"W
35.55'
S49'52'52'W
6.51'
L129
S88'21'37
85.47-
L52N40'07'08'W
49.00'
L130
501.38 28"W
8.58'
S46'59'41 E
49.00'
L131
S88'21'31'E
49.25'
FM5
N4YO6'19'E
8.51'
L132
S01'3W28
35.5tl
S4V59410E
116.93'
L133
S01'38'28
35.16
93531 39 E
54.41'
L134
N88`21'31
49.75
N3531'31"E
38.27'
L135
N01'38'28"E
8.58'
N54OO'l 91V
118.22'
L136
N88'21'31 "W
86.89'
L59
S3T59'41'W
8.51°
L137
SO444'27"W
35.30'
L60
N54GO'19'W
49.00'
L138
SO444'27'V!
45.28'
L61
N32'28 28
25.$9'
L139
888'21 31 "E
88.30'
L62
N3T2828"E
24.99
L140
S01 -38'28'W
8.51
L63
S5F25'59"E
49.00'
L141
S88'2V32"E
50.25
L64
N3434'09 E
8.51'
L142
SOt'38'28
34-95'
L65
N55'25'59"W
118.89'
L143
N01*SW2- "E
20.80'
L66
N35 31 31 E
61.42
L144
SSTOS 12'W
50.79'
S3W31'31'W
73.07
L145
N0751'48"W
8.59'
N70'29 31'W
93.11
7146
S 7 08'42'W
89.98'
PL71
N19'30.29'E
8.51'
L147
§04442TW
51.60°
N70'29 31
49.50
L748
983'32 09 E
149.34'
S84'23'39'E
49.00'
L149
N5749'57'E
7.10'
! 1.72
N0536'21 -E
8.51
L750
N40'04'11"W
79.78'
L73
9842339-W
106.32'
L151
I S43'18'05
19.58'
1 04
NOT36'50
85.96'
L152
S5722'53'W
15.56'
L75
N3£f4325
99.54'
L153
1 S40'04'71
79.30'
L76
S81'06'37 W
150.91'
L154
N3T28 28"E
90.78'
L77
N55`11 07-E
54.68'
L155
901°38'28 E
95.97°
L78
I S34 4532"E
8.51'
I CERTIFY THAT THE EROSION CONTROL FACILITIES
ARE CONSTRUCTED AND INSTALLED IN CONFORMANCE
WITH THE ORDINANCES, RULES, REGULATIONS,
DRAINAGE DESIGN STANDARDS OF HARNETT COUNTY,
THE STATE OF NORTH CAROLINA AND THE APPROVED
EROSION CONTROL PLAN.
SIGNATURE DATE
35' SEWER AND -
DRAINAGE EASEMENT
_ SCHOLAR DR_
PHASE 7
PHASE 7
8" WATER MAIN
20'
LANDSCAPE
BUFFER
30' SEWER
41im1159
1158 L'
115
1156
Li
1155
L12B
L1
L'1154
L1
1153
1152
<^ 1151
L148
1162
163,$` a
164 \
1165 xi
REVIEW
DATE
20' DRAINAGE
AND PUBLIC ACCESS EASEMENT
DT.gREAS
LOT
ACRES
SQ FT
1151
0.94
6195
1152
0.13
5546
1153
0.11
4851
1154
0.11
4821
1155
0.11
5024
1156
0.12
5318
1157
0.12
1 5035
1158
0.19
8138
1159
0.17
7373
1960
0.26
11184
1161
0.22
9550
1162
0.18
7889
1163
0.13
5621
1164
0:91
5004
1165
0.13
5827
9166
0.21
9055
1967
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
7026
1174
0.14
6162
1175
0.12
5071
1176
0.11
4905
1177
0.12
5312
1178
1179
0.13
0.14
5463
6096
1180
0.17
7432
1181
0.19
8296
20'
LANDSCAPE
BUFFER
30' SEWER
41im1159
1158 L'
115
1156
Li
1155
L12B
L1
L'1154
L1
1153
1152
<^ 1151
L148
1162
163,$` a
164 \
1165 xi
REVIEW
DATE
20' DRAINAGE
AND PUBLIC ACCESS EASEMENT
NG "
14. DEVELOPMENT COVENANT3 AND HOMEOWNERS ASSOCIATION
DOCUMENTS ARE RECORDED IN DEED BOOK 2920 PAGES 351-354.
cna
czx.
W
GXRAVIffY SEWER
15. NO LOT SHALL BE FURTHER THAN FIVE HUNDRED FEET (500') FROM A FIRE HYDRANT.
cxa �
/
/
INSTALLED PART
16. ALL UTILITY EASEMENTS, DRAINAGE EASEMENTS, LANDSCAPE
BUFFERS AND OPEN SPACES ARE THE RESPONSIBILITY OF THE
435.00°
f
OPEN
PROPERTY OWNERS ASSOCIATION.
R5p'
1
/
/
OF "Anderson Creek
17. SETBACKS ARE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE.
V,
9'3405
Club Charter
18. ALL LOTS WILL BE SUBJECT TO FOUNDATION AND SETBACK
VERIFICATION SURVEYS.
30.39'
/
School" PROJECT
1168
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON
i
4.73'
N8417 02
10'51 00
ROVAL BY
HBEEN GRANTED PTHE
1169
- ,•
29-23'
STATE OF NORTH CAROLINA
HARNETT COUNTYRELIMINARY DEVELOPMENTP REVIEW BOARD
/
/ /
260.00'
1
COUNTY OF -
PURSUANT TO THE REGULATIONS SET FORTH BY
"' /
3
�` =
I REVIEW
E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE
re
WETLANDS
C9
OFFICER OF- COUNTY,
MARSHAL, PLANNING, AND PUBLIC UTILITIES OF
\q,
"
731'52"
CERTIFY THAT THE MAP OR PIAT TO WHICH
HARNETT COUNTY, N.C., SUBJECT TO RECORDATION
12.88'
'
8 \
THIS CERTIFICATION IS AFFIXED MEETS ALL
IN THE HARNETT COUNTY OFFICE OF REGISTER OF
260.00'
3.39'
"
STATUTORY REQUIREMENTS FOR RECORDING.
DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.
C12
1160
1161
34.15'
N53'19'120E
20'
LANDSCAPE
BUFFER
30' SEWER
41im1159
1158 L'
115
1156
Li
1155
L12B
L1
L'1154
L1
1153
1152
<^ 1151
L148
1162
163,$` a
164 \
1165 xi
REVIEW
DATE
20' DRAINAGE
AND PUBLIC ACCESS EASEMENT
1172 " /
EASEMENT
OPEN
cm
CHORD LENGTH
cna
czx.
1166 \
F' tri 1173
cxa �
w
O
0 C
� .
3'02 01"
4� /
435.00°
L71174
OPEN
R5p'
1
1167
SPACE
-
I
V,
9'3405
2' SETBACK
tet'°
32.66'
30.39'
941'25'81
cI
1168
1179
i
4.73'
N8417 02
10'51 00
C6
1169
- ,•
29-23'
1170
6'2644'
C7
260.00'
34.17'
34.15'
N79'29 53"E
737'52"
C8
260.00'
34.17'
/f
1171
WETLANDS
C9
260.00'
34.17'
34.15'
"
731'52"
C10
260.00'
1172 " /
EASEMENT
OPEN
cm
CHORD LENGTH
(a 3
s ,o �,
SPACE
ua
R'V1
F' tri 1173
14.30'
w
O
0 C
/
3'02 01"
4� /
435.00°
L71174
Al1175
�i
0 F�T
1176
11.90
903'73'07
9'3405
2' SETBACK
uo tal
32.66'
30.39'
941'25'81
cI
C5
1179
i
O COMPUTED POINT
0 NEW IRON ROD L12
3+F PROPOSED FIRE HYDRANT/VALVES
LOT LINES �!
PROPOSED ROAD R/W'
- UTILITY AND DRAINAGE EASEMENT
EXISTING WETLANDS
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 LINE MUST BE AT
LEAST V 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.
• 8" SEWER CERTIFICATE OF OWNERSHIP AND DEDICATION
W 6" WATER WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF'THE PROPERTY
- BUILDING SETBACK LINE SHOWN AND DESCRIBED HEREON, WHICH IS LOCATED IN THE
SUBDIVISION JURISDICTION OF HARNETT COUNTY NORTH CAROLINA
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:
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, LP.
BY: ANDERSON CREEK, INC. G.P.
BY: DAVID N. LEVINSON - PRES.
125 WHISPERING PINES DRIVE
SPRING LAKE, N.C. 28390
suR1/EYOR
JEFFREY L. GREEN, PLS
LICENSE #3972
5322 BIG OAK CHURCH ROAD
EAGLE SPRINGS, N.C. 27242
(910) 975-2306
DEVELOPMENT REVIEW BOARD CHAIRMAN
DATE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
1181 1180
DELTA ANGLE
Cl
270.00'
14.30'
w
O
0 C
/
3'02 01"
C2
435.00°
155.96'
155.12'
NOT5O'71
�i
C3
435.00
91.90'
11.90
903'73'07
9'3405
2' SETBACK
25.00'
32.66'
30.39'
941'25'81
74'51'23"
C5
25.00'
i
4.73'
N8417 02
10'51 00
C6
LEGEND
- ,•
29-23'
u
6'2644'
C7
260.00'
34.17'
34.15'
N79'29 53"E
O COMPUTED POINT
0 NEW IRON ROD L12
3+F PROPOSED FIRE HYDRANT/VALVES
LOT LINES �!
PROPOSED ROAD R/W'
- UTILITY AND DRAINAGE EASEMENT
EXISTING WETLANDS
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 LINE MUST BE AT
LEAST V 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.
• 8" SEWER CERTIFICATE OF OWNERSHIP AND DEDICATION
W 6" WATER WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF'THE PROPERTY
- BUILDING SETBACK LINE SHOWN AND DESCRIBED HEREON, WHICH IS LOCATED IN THE
SUBDIVISION JURISDICTION OF HARNETT COUNTY NORTH CAROLINA
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:
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, LP.
BY: ANDERSON CREEK, INC. G.P.
BY: DAVID N. LEVINSON - PRES.
125 WHISPERING PINES DRIVE
SPRING LAKE, N.C. 28390
suR1/EYOR
JEFFREY L. GREEN, PLS
LICENSE #3972
5322 BIG OAK CHURCH ROAD
EAGLE SPRINGS, N.C. 27242
(910) 975-2306
DEVELOPMENT REVIEW BOARD CHAIRMAN
DATE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
270.00'
14.30'
14.29'
503°13'26
3'02 01"
C2
435.00°
155.96'
155.12'
NOT5O'71
20.32 30"
C3
435.00
91.90'
11.90
903'73'07
9'3405
C4
25.00'
32.66'
30.39'
941'25'81
74'51'23"
C5
25.00'
4.73'
4.73'
N8417 02
10'51 00
C6
260.00'
29.25'
29-23'
N86'29'11'E
6'2644'
C7
260.00'
34.17'
34.15'
N79'29 53"E
737'52"
C8
260.00'
34.17'
34.15'
NTF58 02"E
731'52
C9
260.00'
34.17'
34.15'
96426'10"E
731'52"
C10
260.00'
12.88'
12.88'
N59'15'O6"E
750'17'
C11
260.00'
3.39'
3.39'
N5T27'32 E
0'44'49'
C12
260.00'
34.17'
34.15'
N53'19'120E
731'52"
C13
260.00'
34.17'
34.15'
N4W4720
731'52'
C14
260.00'
34.17'
34.15'
N38`15'29"E
731'52'
C15
260.00'
9.16
9.16
N3Y29'00'E
2'010W'
C16
25.00'
8.33'
8.29
N4701'05
1W05'15
C17
25.00
15.46'
15.21'
N69'16'20 E
3525'15'
GIB
60.00'
35.59'
35.07'
N69"59'27"E
33 59'74"
C19
60.00'
34.63'
34.15'
936'27'42
33'04'04"
C20
60.00°
39.63'
38.91'
N01.00'21
3750'38'
C21
60.00'
42.82'
41.92°
N38'2V45"W
40°5334"
C22
60.00'
28.19
27.93'
97716'07
26'55 09"
C23 -
25.00'
6.27'
6.25'
N78'32 52
7421'38"
C24
25.00'
12.25'
12.93'
S5719'50"E
28°04'25'
C25
110.00'
21.93'
21.89'
N49 -60'16"W
17'25'17"
C26
110.00'
9.05'
9.05'
N5r04'21'W
4'42'52"
C27
25.00'
16.17'
15.89'
N40'54'11"W
3703'10'
C28
60.00'
10.64'
10.63'
S2727'27
70'09'42"
C29
60.00'
34.63'
34.95'
949.04'20"W
33'04'04"
C30
60.00'
34.63'
34.15'
N82 -0872-5'W-
33'04 04"
C31
80.00'
43.53'
42.58
960'32'35 E
41'33'55.
C32
60.00'
32.36'
31.97'
S24'18'39W
30'53'57'
C33
25.00'
10.74'
10.66'
S21'10'22
2437'23
C34
25.00'
5.42'
5.41'
N39'41'57"E
172547"
C35
110.00'
28.69'
28.61'
S38'26'27'W
14°56'46"
C36
190.00'
35.23
35.08
527'47'30
98'2108
C37
110.00'
21.07'
21.04°
NOT07'42'E
10°58'29'
C38
25.00'
14.08'
13.89'
N1T46'27
3715'59"
C39
25.00'
10.44'
10.36'
N45'52'12
23'55'31"
C40
290.00'
106.85'
105.70'
N7724'33"E
29'0912"
C41
25.00
42.65
37.67°
S4408 72 E
9745'17"
C42
330.00'
17.47'
17.47'
903'13'26
3'02'01"
C43
60.00'
168.90°
118.40'
S8Z17'02
161'17'09"
C44
25.00'
21.62'
20.95
50742'02
49 32'50'
C45
210.00'
41.36'
41.29'
S38-06'58
11'17'00'
C46
25.00
60.16
46.66
Sfi71$'O2 E
137'53 00"
.1 • ► :1��)4T7
ANDERSON CREEK CSL tl,_
Pii 6
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,