acc crossing mapTITLE REFERENCE
BEING A PORTION OF THAT
TRACT DESCRIBED IN
DEED BOOK 1346 PAGE 98
TAX PARCEL # 0505-86-8897.000
I, 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 OWINAL SIGN-AT�1RE CENSE NUMBEE AND
SEAL THIS 1d -DAY OF 4 A.�DQ, 2011.
11111 U n 111 H,, l-' C1•c...-.-
�'(H &yo//" PR F L LAND SURVEYOR
�............ L-3972
rQ y.'y LICENSE NUMBER
�• Azo°:
URV.'
oRi LI
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.
SURVEY
UAIE
NOTES:
PROPOSED SUBDIVISION ROAD MINIMUM CONSTRUCTION STANDARDS CERTIFICATION
CHORD LENGTHIN14551'22"W
BEARING
1. THERE ARE NO GRID MONUMENTS LOCATED WITHIN 2000' OF THIS PROPERTY.
THE ROADS INDICATED ON THIS PLAT ARE DESIGNED TO THE DEPARTMENT OF
350.00'
2. SUBJECT TO ALL EASEMENTS, RIGHT-OF-WAY, STREETS, AND ASSESSMENTS, IF ANY, AS THE SAME MAY APPEAR OF RECORD IN THE
TRANSPORTATION'S MINIMUM CONSTRUCTION STANDARDS. THE ROADS MUST BE
'05"W
OFFICE OF THE REGISTER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY
CONSTRUCTED TO THESE STANDARDS, PAVED, AND IN AN ACCEPTABLE STATE OF
350.00'
PRESCRIPTIVE USE.
MAINTENANCE.
'15"W'
3. SANITARY SEWER AND WATER TO BE PROVIDED BY HARNETT COUNTY.
L326
350.00'
59.52'
4. TOTAL LOTS: 22 - SECTION 2A = TOTAL AREA = 6.15 ACRES
APPROVED:
9'44'39"
^
5. AREA BY COORDINATE COMPUTATION.
ENGINEER OF RECORD
80.68'
'37"E
6. SETBACKS ARE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE.
DATE:
-
-
7. ANDERSON CREEK CLUB PROPERTY OWNERS ASSOCIATION WILL MAINTAIN ALL STREETS WITHIN THE SUBDIVISION,
'16"E
9'44'39"
L332
8. PARCEL IS IN FLOOD ZONE "X", FIRM PANEL NO. 3720050600 J, EFFECTIVE DATE OCTOBER 3, 2006.
80 78'
80.68'
3'05 E
9. EXISTING ZONING CLASSIFICATION - RA 20R
L334
525.00'
0
z
10. STREET RIGHT-OF-WAY WIDTH: 50'; TOTAL LINEAR FEET - 895'
'17"W
8'51'57"
L336
11. SETBACKS ARE TO BE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE FOR PLANNED UNIT DEVELOPMENT AND MAY VARY
4019'
36.00'
0
ACCORDINGLY. SETBACKS MAY INCREASE BASED UPON ARCHITECTURAL REVIEW.
STORMWATER CERTIFICATION
175.00'
31.18'
12. COMBINED GRID FACTOR = 0.999868142
1 CERTIFY THAT THE EROSION CONTROL FACILITIES
1012'32"
C131
13. LAND USE PLAN CLASSIFICATION IS LOW DENSITY RESIDENTIAL.
ARE CONSTRUCTED AND INSTALLED IN CONFORMANCE
32.84'
z
14. A CERTIFIED SETBACK VERIFICATION SURVEY IS REQUIRED TO BE SUBMITTED PRIOR TO SLAB CONSTRUCTION.
WITH THE ORDINANCES, RULES, REGULATIONS,
175.00'
15. THIS DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE AND MAY BE SUBJECT TO MILITARY TRAINING ACTIVITIES.
DRAINAGE DESIGN STANDARDS OF HARNETT COUNTY,
NOt'17'i6'W
16. THERE WILL BE NO DISTURBANCE IN THE WETLANDS.
THE STATE OF NORTH CAROLINA AND THE APPROVED
175.00'
17. DEVELOPMENT COVENANTS AND HOMEOWNERS ASSOCIATION DOCUMENTS ARE RECORDED IN DEED BOOK PAGES -
EROSION CONTROL PLAN.
S0940'24'W
18. FIRE HYDRANTS ARE INSTALLED NO FURTHER THAN 500' FROM THE CENTER OF ANY LOT FOR SECTION 2A.
C134
25.00'
19. ALL UTILITY EASEMENTS, DRAINAGE, AND OPEN SPACE ARE THE RESPONSIBILITY OF THE PROPERTY OWNERS ASSOCIATION.
17.20'
NOT43'15"W
40'10'18"
20. MINIMUM LOT SIZE: LOTS 125, 127 (7,500 SF, 0.17 AC)
SIGNATURE DATE
29.89'
29.44'
21. RAY ROAD IS ON THE NCDOT THOROUGHFARE PLAN.
3414'49"
I, 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 OWINAL SIGN-AT�1RE CENSE NUMBEE AND
SEAL THIS 1d -DAY OF 4 A.�DQ, 2011.
11111 U n 111 H,, l-' C1•c...-.-
�'(H &yo//" PR F L LAND SURVEYOR
�............ L-3972
rQ y.'y LICENSE NUMBER
�• Azo°:
URV.'
oRi LI
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.
SURVEY
UAIE
yill_Cy i.[ell��
FRONT = 30' IF THE STREET RIGHT OF WAY IS 60' OR MORE. 35' IF
THE STREET RIGHT OF WAY IS LESS THAN 60'. ALL AS MEASURED
FROM THE FROM PROPERTY LINE TO THE BODY OF THE STRUCTURE.
REAR = 25' AS MEASURED FROM THE REAR PROPERTY LINE TO THE
BODY OF THE STRUCTURE.
SIDE= 10' AS MEASURED FROM THE SIDE PROPERTY LINE TO THE
BODY OF THE STRUCTURE ON ONE SIDE OF THE STRUCTURE. UP TO
5' AS MEASURED FROM THE SIDE PROPERTY LINE TO THE BODY OF
THE STRUCTURE ON THE OTHER SIDE.
IN NO CASE SHALL A FIXED OR OPERATING WINDOW, DOOR, OR
OTHER OPENING BE LESS THAN 10' FROM A SIDE PROPERTY LINE
AS MEASURED FROM THE PROPERTY LINE TO THE FIXED OR
OPERATING WINDOW, DOOR, OR OTHER OPENING.
RECEIVED
RIAR 2 9 2.017
HARNETT CO. PLANNING
ANDERSON CREEK CROSSIP
/ SECTION 1
MAP # 2015 PAGE 258
87
88
\� s cReek�
ANDERSON CREEK PARTNERS, LP
PIN -0505-86-8897
DB 1346 PG 98
RADIUS
ARC LENGTH
CHORD LENGTHIN14551'22"W
BEARING
DELTA ANGLE
I.,
�oJ
350.00'
59 52'
59.45'
'05"W
9'44'39"
_
C700
350.00'
59.52'
59.45'
'15"W'
9'44'39"
L326
350.00'
59.52'
59.45'
'37^W
9'44'39"
L328
475.00'
8078'
80.68'
'37"E
944'39"
I
475.00'
8078'
80.69'
'16"E
9'44'39"
L332
475.00'
80 78'
80.68'
3'05 E
9'44'39"
L334
525.00'
81.24'
81.16
'17"W
8'51'57"
L336
25.00'
4019'
36.00'
'12"W
92'06'08"
L338
175.00'
31.18'
31.14'
'09"E
1012'32"
C131
175.00'
32.89'
32.84'
522'W
10'46'06"
C132
175.00'
50.40'
50.23'
NOt'17'i6'W
16'30'06"
C133
175.00'
16.56'
16.55'
S0940'24'W
525'13"
C134
25.00'
17.56'
17.20'
NOT43'15"W
40'10'18"
C135
50.00'
29.89'
29.44'
S1944'34"E.
3414'49"
C136
50.00'
39169' -
38.66'
S29'08'001W
45'28'57"
C137
50.00'
39.40'
38.39'
S74'26 55"W
45'08'53"
C138
50.00'
44.29'
42.86'
N5736'02"W
50'45'14"
C139
50.00'
44.29'
42.86'
N06'50'48"W
50'45'14"
C140
50.00'
42-20'
40.96'
N4242'32"E
48721'25"
C141
25.00''
26.94'
1 25.66'
N36'00'46"E
61'44'57"
C142
125.00
31 08'
31.00'
N01'59'02"W
1V14'40"
C142A
125.00'
24.44'
24.40'
N14'42'24"W
11'12'03"
C143
225.00
14.58'
14.57'
N18'27'03"W
3'42'43"
Ci44
225.00'
37.08'
37.04'
N11'52'25"W
9'26`32"
C145
25.00.
35.06
32.26'
N47'19'56"W
80'21'34"
C146
1 525.00
97.30'
1 97.16'
N82'12'09'W
1(Y37'09"
yill_Cy i.[ell��
FRONT = 30' IF THE STREET RIGHT OF WAY IS 60' OR MORE. 35' IF
THE STREET RIGHT OF WAY IS LESS THAN 60'. ALL AS MEASURED
FROM THE FROM PROPERTY LINE TO THE BODY OF THE STRUCTURE.
REAR = 25' AS MEASURED FROM THE REAR PROPERTY LINE TO THE
BODY OF THE STRUCTURE.
SIDE= 10' AS MEASURED FROM THE SIDE PROPERTY LINE TO THE
BODY OF THE STRUCTURE ON ONE SIDE OF THE STRUCTURE. UP TO
5' AS MEASURED FROM THE SIDE PROPERTY LINE TO THE BODY OF
THE STRUCTURE ON THE OTHER SIDE.
IN NO CASE SHALL A FIXED OR OPERATING WINDOW, DOOR, OR
OTHER OPENING BE LESS THAN 10' FROM A SIDE PROPERTY LINE
AS MEASURED FROM THE PROPERTY LINE TO THE FIXED OR
OPERATING WINDOW, DOOR, OR OTHER OPENING.
RECEIVED
RIAR 2 9 2.017
HARNETT CO. PLANNING
ANDERSON CREEK CROSSIP
/ SECTION 1
MAP # 2015 PAGE 258
87
88
\� s cReek�
ANDERSON CREEK PARTNERS, LP
PIN -0505-86-8897
DB 1346 PG 98
130 `
r / 4
131 awl 1Qa025 ?,3 esl w
p L329 1 r 92 Sqles 1
132
t \ 1
L335
1 00 Sq`tes�
133 rn\0 .
L337 1 1 501s�t
134
10' LANDSCAPE -
BUFFER
)ERSON CREEK CROSSING
SECTION 1
MAP # 2015 PAGE 258
AREA INFORMATION
LOTS -4.93 ACRES
ROAD -1.07 ACRES
OPEN -0.15 ACRES
I TOTAL -6.15 ACRES I
5' UTILITY EASEMENT
_ C1PR;V p'(Ei
• - a
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON
HAS BEEN GRANTED FINAL 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
71
ay369 Pc1e5
1v4 Feed •'ANDER CREEK PARTNERS, LP
611 SO, es • `L3$5" . PIN -0505-86-8897
Sj 19�µF��/ DB 1346 PG 98
'•'WETLAND'
p.
_116 Feet ^'-�•.`. �.
`AN 1439 S
0.22 pctes'' 9376
_
C _
j17 \9i
135 t,
92Y6 54 Feet I
UTILITY EASEMENT L350 P0420 Sq. Feet�� F' �N I 021
DB 3328 PG 179 L I\ 0.24 Acres yb -
MAP# 2015. PG 212 i -
�0 4673A 118 I UTILITY EASEMENT
j
U 0009 Sq. Feel. m DB 3328 PG 179
0.25 Acres i MAP# 2015 PG 212
122 `n -L377
/18317 Sq. Feet
0.42 w Acres
1 )V/ 119 -I-
w I 12001 Sq. Feet I n -
• It. �" 0.28 Acres �I -t°I 6 6-6,6=\
121 b0 LL. ...
0.32 Acres q. ..` . .
13769 Sq. Feet' 12600 1 S0 Fec�
0.29 Acres WETLAND.* ".'.'-'-
. . . . . . . . . . .
� v •
62 L�'
. .`.LL. `. o.`. . . .+.`.'. .`. . . . .'.'.
! L360 . .. .`.'.'. . .'. .`. `.
' '.WETLAND ` ' ` ` .20' DRAINAGE EASEMENT'.`.`.`.'..`.'°'.`.'.`
`. . ...... . . . . . . .
o . . . . .
1.`.` 4
• 'ANDE N CREEK PARTNERS, LP •../
✓
PIN -0505-86-8897 . I
• .4/9 9 DB 1346 PG 98 J
LEGEND .. 1c,
EXISTING CONCRETE MONUMENT
® NEW IRON ROD ` Q
-- BUILDING SETBACKS
8" SEWER MAIN
WATER MAIN
SEWER & DRAINAGE EASEMENTS
UTILITY EASEMENT
LANDSCAPE BUFFER
FIRE HYDRANT/VALVES
GRAPHIC SCALE
0 100 200 300
1" = 100'
LINE
BEARING
r rnPQ y.
�
01 �v
min a
I.,
�oJ
N1 V29 1500
125.00'
no
_
m
_
C700
- - -
rl ITIr Irv\
C1o1
130 `
r / 4
131 awl 1Qa025 ?,3 esl w
p L329 1 r 92 Sqles 1
132
t \ 1
L335
1 00 Sq`tes�
133 rn\0 .
L337 1 1 501s�t
134
10' LANDSCAPE -
BUFFER
)ERSON CREEK CROSSING
SECTION 1
MAP # 2015 PAGE 258
AREA INFORMATION
LOTS -4.93 ACRES
ROAD -1.07 ACRES
OPEN -0.15 ACRES
I TOTAL -6.15 ACRES I
5' UTILITY EASEMENT
_ C1PR;V p'(Ei
• - a
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON
HAS BEEN GRANTED FINAL 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
71
ay369 Pc1e5
1v4 Feed •'ANDER CREEK PARTNERS, LP
611 SO, es • `L3$5" . PIN -0505-86-8897
Sj 19�µF��/ DB 1346 PG 98
'•'WETLAND'
p.
_116 Feet ^'-�•.`. �.
`AN 1439 S
0.22 pctes'' 9376
_
C _
j17 \9i
135 t,
92Y6 54 Feet I
UTILITY EASEMENT L350 P0420 Sq. Feet�� F' �N I 021
DB 3328 PG 179 L I\ 0.24 Acres yb -
MAP# 2015. PG 212 i -
�0 4673A 118 I UTILITY EASEMENT
j
U 0009 Sq. Feel. m DB 3328 PG 179
0.25 Acres i MAP# 2015 PG 212
122 `n -L377
/18317 Sq. Feet
0.42 w Acres
1 )V/ 119 -I-
w I 12001 Sq. Feet I n -
• It. �" 0.28 Acres �I -t°I 6 6-6,6=\
121 b0 LL. ...
0.32 Acres q. ..` . .
13769 Sq. Feet' 12600 1 S0 Fec�
0.29 Acres WETLAND.* ".'.'-'-
. . . . . . . . . . .
� v •
62 L�'
. .`.LL. `. o.`. . . .+.`.'. .`. . . . .'.'.
! L360 . .. .`.'.'. . .'. .`. `.
' '.WETLAND ` ' ` ` .20' DRAINAGE EASEMENT'.`.`.`.'..`.'°'.`.'.`
`. . ...... . . . . . . .
o . . . . .
1.`.` 4
• 'ANDE N CREEK PARTNERS, LP •../
✓
PIN -0505-86-8897 . I
• .4/9 9 DB 1346 PG 98 J
LEGEND .. 1c,
EXISTING CONCRETE MONUMENT
® NEW IRON ROD ` Q
-- BUILDING SETBACKS
8" SEWER MAIN
WATER MAIN
SEWER & DRAINAGE EASEMENTS
UTILITY EASEMENT
LANDSCAPE BUFFER
FIRE HYDRANT/VALVES
GRAPHIC SCALE
0 100 200 300
1" = 100'
LINE
BEARING
DISTANCE
L321
S73'08'1"
46.88'
L322
N1 V29 1500
125.00'
L323
504'44'36"E
125.00'
L324
N05'00'03"E
125.00'
L325
S14'44'42"W
12500'
L326
S02'O1'44"E
52.00'
L327
SlY0626-W
55.45'
L328
520'18'25 E
64.86'
L329
S20'I8'25"E
4.50'
L330
S20'1 8'25"E
57.50'
L331
N69'41'35"E
125.47'
L332
N20'18'25W
47.43'
L333
920'18'25 E
60.00'
L334
N69'41'35"E
125.00'
L335
S2WIW25"E
2.50'
L336
S20'18'25"E
57.50'
L337
520'18'25
- 15.09'
L338
520'18'25"E
47.41'
L339
N69'41'35E
125.00'
L340
S20'18'25"E
62.50'
L341
S20'18'25"E
56.80'
L342
S69'41'35"W
125.00'
L343
S20'I8'25"E
60.00'
L344
S11'00'35W
37.22'
L345
N69'41'35E
125.00'
L346
520'18'25E
72.25'
L347
N86.52'29'W
154.73'
L348
S89'1 O'58"W
56.57'
L349
Sl 1'00'35"W
24.98'
L350
SI 1'00'35"W
25.22'
L351
535'12'10"W
87.43'
L352
S71'28'1 1"E
128.98'
_353
508'34'01"E
44.28'
_354
S21'55'34"E
44.43'
L355
S57'10'00"E
22.91'
L356
N5746'35"E
159.97'
L357
S5T70'00"E
23.69'
L358
S6T55'38 E
94.94'
059
575'36'49"E
44.58'
L360
S86-42'1 8-E
5.40'
L361
NOT01'22"E
123.16'
L362
SBT42'18"E
45.91'
L363
N83'19'25"E
43.27'
L364
N86'27'41"E
44.96'
L365
N24'59'42"E
24.25'
L366
N41'05'20"W
139.82'
L367
N2V59'42"E
21.35'
L368
N2V20'49"E
43.28'
L369
N6V07'24"E
31.23'
L370
NO3'35'50"E
53.16'
L371
N83'36'29W
134.92'
L372
NO3'35'50"E
99.66'
L373
N78'33'17"E
112.39'
L373A
N89'45'1 8"E
35.20'
L374
NO3'35'50'E
70.75'
L375
S74'15'23"W
156.80'
L376
N0335'50"E
12.05'
0377
N40'13'42W/
43.76'
L378
N46'13'13W/
19.44'
L379
N4F 13'13W
23.82'
L380
N10'25'46Wr
37.60'
L381
369'41'35"!
134.70'
L381A
S20'18'25"E
24.47'
L382
N20'18'25"W
6000'
L383
N20'18'25"W
60.00'
L384
N69'41'35"E
130.93'
L385
513'18'49"E
1.54'
L386
N13'18'49'W
60.45'
L387
530'18'49"E
1.43'
L388
N30'16'05"W
60.50'
L389
S69'4135"W
138.29'
L390
N20'18'25W
61.01'
L391
N20'18'25"W
60.00'
L392
N30'16'05"W
1204'.
L393
N68'26'39"E
56.34'
L394
S6W41'35"W
128.00'
L395
N20'44'29"W
48.14'
L396
S69'4135^W
125.55
L397
N20'18'25"W
33.50'
L398
N73'08'1 8"E
11.92'
L399
N20'44'29Wr
72.67'
C4 00
N73'08'18"E
47.52'
L401
N73'08'18"E
78.97'
L402
525'29'26"E
126.43'
L423
S30'58'1I"E
51.56'
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 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.
3 a I aon
i
DATE ER
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
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
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
FINAL SUBDIVISION PLAT FOR
ANDERSON CREEK CLUB
ANDERSON CREEK CROSSING
PHASE 8 - SECTION 2A
ANDERSON CREEK TOWNSHIP
HARNETT COUNTY NORTH CAROLINA
SCALE 111 = 100' MARCH, 2017