ACC PH8 2C map1. JEFFREY L GREEN, PROFESSIONAL LAND SURVEYOR, NO. L-3972,
CERTIFY TO THE FOLLOWING AS REQUIRED IN G.S. 47-30(T)(11):
THAT THE SURVEY CREATES A SUBDrASION OF LAND WITHIN THE
AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT
REG LATES PARCELS9F LAND.7j
N I L • �I
m SU
DATE RV
-
LOVETT, LEONARD
a PIN-0505-73-3710
0 DD 2297 PG 957
z L17-
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
DATE
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
Curve Table
Curve /
Length
Radius
Delta
C5
39.237
25.000
089.9249
C6
10.340
115.000
005.1517
C2
44.396
175.000
014.5356
Ct
34.312
175.000
011.2340
C4
152.365
125.000
083.5897
C3
176.602
1175.000
1 057.8201
JURISDICTION:
HARNETT COUNTY
ZONING:
RA-20R
DEED BOOK:
1388, PG. 526
P.I.N. #:
0505-86-8897
RIVER BASIN:
CAPE FEAR
TOWNSHIP:
ANDERSON CREEK
PROPERTY OWNER:
ANDERSON CREEK PARTNERS LP
PROPOSED USE:
RESIDENTIAL
TOTAL TRACT ACREAGE
2.23 ACRES
NO. OF LOTS
10
MIN. LOT SIZE REQUIRED:
7.500 SF
MIN. LOT WIDTH:
60,
(AT BUILDING SETBACK)
MIN. LOT SIZE:
7,502 SF
STREET R/W WIDTH:
50,
(SECTION 2C
R
AREA IN T,
�.603 AC
LF OF STREETS (SECTIONS 2C):
TIMBER KIP )
((RIVATE)
�15
PINNACLEDRIVE (P
1 .44 LF
LF OF PUBUC WATERLINE:
374 LF (PHASE 2C)
LF OF PUBLIC SEWER:
326 LF (PHASE 2C)
AVERAGE SEWER FLAW (360 GPD/UNIT):
TOTAL (10 UNITS): 3,600 GPD
PROPOSED SUBDIVISION ROD MINIMUM CONSTRUCTION STANDARUS 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
SETBACK NOTES:
FRONT - 30' IF THE STREET.RIGHT OF WAY IS 50' OR MORE 35' IF
THE STREET RIGHT OF WAY IS LESS THAN 60'. ALL AS MEASURED
FROM THE FRONT 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.
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DB 12
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NOTE
RAY ROAD IS ON THE NCDOT
THOROUGHFARE PLAN.
RAY ROAD IS ON THE
HARNETT COUNTY
COMPREHENSIVE
TRANSPORTATION PLAN.
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SURVEYOR:
JEFFREY L GREEN
LICENCE NO. L-3972
BIG OAK CHURCH RD.
EAGLE SPRINGS, N.C. 27242
(910) 975-2306
i
i
i
5' UTILITY
EASEMENT (TYP.)
ANDERSON CREEK PARTNERS, LP
PIN-0505-86-8897
DB 1346 PG 98
e�\1
LZ�i�-L26
STATE OF NORTH CAROLINA
COUNTY OF
NOTES,
1. THERE ARE NO GRID MONUMENTS LOCATED WITHIN 200V 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 HARNETT COUNTY.
4. TOTAL LOTS: 10 - SECTION 2C - TOTAL AREA � 2.23 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 IN FLOOD ZONE "X". FIRM PANEL NO, 37200506DO J, EFFECTIVE DATE OCTOBER 3, 2006.
9. EXISTING ZONING CLASSIFICATION - RA 2OR
10. STREET RIGKT-OF-WAY WIDTH: 50: TOTAL LINEAR FEET - 546'
11. SETBACKS ARE TO BE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE FOR PUNNED UNIT DEVELOPMENT AND MAY VARY
ACCORDINGLY. SETBACKS MAY INCREASE BASED UPON ARCHITECTURAL REVIEW.
12. COMBINED GRID FACTOR - 0.999868142
13. LAND USE PUN CLASSIFICATION IS MEDIUM 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 ACTNTDES.
16. THERE WILL BE NO DISTURBANCE IN THE WETLANDS.
17. DEVELOPMENT COVENANTS AND HOMEOWNERS ASSOCIATION DOCUMENTS ARE RECORDED IN DEED BOOK PAGES - -
18, FIRE HYDRANTS ARE INSTALLED NO FURTHER THAN 500' FROM THE CENTER OF ANY LOT FOR SECTION 2C.
19. ALL UTILITY EASEMENTS, DRAINAGE, AND OPEN SPACE ARE THE RESPONSIBILITY OF THE PROPERTY OWNERS ASSOCIATION.
20. MINIMUM LOT SIZE: LOT 43, (7,502 SF, 0.17 AC)
21. RAY ROAD IS ON THE NCDOT THOROUGHFARE PLAN.
CERTIFICATE OF OWN RSHIP 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 EREON ARE TO BE
PRIVATELY MAINTAINED. FURTHER OR I HEREBY DED TE
ALL SANITARY SEWER AND WA 0 THE CO
OF HARNETT.
Z 7 'Lei y
DATE O%flEFF
ANDERSON CREEK PARTNERS, LP.
BY: ANDERSON CREEK, INC. G.P.
BY: DAVID N. LEVINSON - FIRES.
125 WHISPERING PINES DRIVE
SPRING LAKE, N.C. 28390
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
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 1:16-OWt; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDEI
WITNESS MYI INAL SIG E ENSE NUMB AND
SEAL THIS DAY OF�. A.D., 20 ( .
UNITED STATE OF AMERICA
C/O US ARMY CORPS OF ENGINEERS
PIN-0505-80-0917
DB 1184 PG 403
LEGEND
O NEW IRON ROD
4w FIRE KYORANT/VALVES
LOT LINES
PROPOSED ROAD R/W
---- ---- -- BUILDING SETBACKS
SEWER & DRAINAGE EASEMENTS
0 - EXISTING WETLANDS
PROPOSED 8" SEWER MAIN
------�--- -- EXISTING 8' SEWER MAIN
- W EXISTING WATER MAIN
Double D Engineering, PLLC
150 S. Page St. - Southern Pines, NC 28387
Ph: (910) 684-8646
Firm No. P-1275
3972 v
LICENSE NUMBER
URE) \
TITLE REFERENCE
BEING A PORTION OF THAT
TRACT DESCRIBED IN
DEED BOOK 1346 PAGE 98-108
PIN # 0505-86-8897.000
Line
Table
Line /
Length
Direction
L37
70.000
N14'
27'
02.66W
L6
140.000
S75'
32'
57.34"W
L40
125.000
N75'
32'
57.34'E
L11
140.000
N75'
32'
57.34"E
L14
142.633
N75'
32'
57.34"E
L8
140.022
N75'
32'
57.34'E
L23
140.825
N75'
32'
57.34"E
L43
125.251
S75'
32'
57.34W
L44
60.000
N14'
27'
02.66W
L41
60.000
N147
27'
02.6VN
L38
125.033
N75'
32'
57.34"E
L1
39.892
N14'
51'
29.52"W
L36
99.967
N75'
32'
57.34"E
L30
70.000
N75'
32'
57.34"E
L45
50.600
S65"
08'
29.73"W
L47
29.605
N14'
25'
43.93"W
L48
81.235
N14'
27'
49.67"W
L35
50.000
S14'
27'
02.66"E
L46
49.979
S75'
34'
16.07'W'
L39
60.000
S14'
27'
02.66"E
Una Table
I /
Length
Direction
L2
60.000
N14'
27'
02.66W
L42
49.666
N14'
27'
02.66W
L16
96.896
S13'
30'
05.11"E
L13
60.004
S13'
45'
48.47'E
L10
60.000
S14'
27'
02.66"E
L7
60.000
S147
27'
02.66'E
L3
140.000
N75'
32'
57.34"E
L33
45.033
N75'
32'
57.34"E
L34
125.000
1,114'
27'
02.66W
L29
60.000
N75'
32'
57.34"E
L28
30.945
N75'
32'
57.34"E
L27
66.730
N20'
42'
46.83"E
L26
6.664
N20'
42'
46.83"E
L25
62.388
S75'
32'
57.34"W
L24
148.571
N14'
06'
59.73"W
LIS
169.139
N78'
40'
52.11"W
L17
18.834
SO6'
02'
18.53'E
L15
25.907
S14'
27'
02.66"E
L12
60.000
S14'
29'
18.67"E
L9
60.000
514'
25'
46.65"E
Line Table
Line / Length Direction
L4 35.662 S14' 23' 53.18"E
L49 50.037 N74- 47' 29.44"E
L32 100.000 N1 A- 27' 02.66"W
L31 60.000 N14' 27' 02.66"W
L22 20.907 N14' 27' 02.66"W
121 30.840 N69' 08' 20.39"E
L20 50.000 N20' 51' 39.61"W
US 30.840 S6908' 20.39W
L5 1 24.338 S14' 27' 02.66"E
FINAL SUBDIVISION PLAT FOR
ANDERSON CREEK CLUB
ANDERSON CREEK CROSSING
PHASE 8 (SECTION 2C)
ANDERSON CREEK TOWNSHIP
HARNETT COUNTY NORTH CAROLINA
SCALE
100 0 50 100 20D
1 inch = 100 ft.
FEBRUARY, 2019
SHEET 1 of 1