ac mapa
m
ILL
it
x
a
i;
N
SR. 1126
10
*SITE \ 1 11 w
to
00
d
a
z
n
af
z
z
S,p
1117
VICINITY MAP N.T.S.
AREA INFORMATION
LOTS -3.15 ACRES
ROAD -1.72 ACRES
OPEN /PARK 0.55 ACRES
TOTAL -10.16 ACRES
CENTERLINE INTERSECTION
VALLEY STREAM RD AND
MICAHS WAY N
N= 563,770.7620'
E= 2,008,263.6310'
w
PHASE 5A -4
PHASE 5A -4
EIR, "CONTROL CORNER"
N= 563,557.4926'
E= 2,008,310.3491'
4 II G
GOLF COURSE
,1
NOTES:
1. THERI" ARE NO GRID MONUMENTS LOCATED WITHIN 2000' 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: 28 - PHASE 5B -1 = TOTAL AREA = 10.16 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. 3720050600 J, EFFECTIVE DATE OCTOBER 3, 2006.
9. EXISTING ZONING CLASSIFICATION - RA 20R
10. STREET RIGHT -OF -WAY WIDTH: 60'
11. SETBACKS ARE TO BE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE FOR PLANNED UNIT DEVELOPMENT AND MAY VARY
ACCORDINGLY. SETBACKS MAY INCREASE BASED UPON ARCHITECTURAL REVIEW.
12. COMBINED GRID FACTOR = 0.999868142
13, LAND USE PLAN CLASSIFICATION IS LOW 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 ACTIVITIES.
16. THERE WILL BE NO DISTURBANCE IN THE WETLANDS.
17. DEVELOPMENT COVENANTS AND HOMEOWNERS ASSOCIATION DOCUMENTS ARE RECORDED IN DEED BOOK 2920 PAGES 351 -354.
W
TITLE REFERENCE I L 3
}k }�. 'I GOLF COURSE
BEING A PORTION OF THAT 71
TRACT DESCRIBED IN �, PARKg >
DEED BOOK 1346 PAGE 98 7,813 SF
TAX PARCEL # 0505 -86- 8897.000 0.18 AC i G
_ 5
71 S 7817'22 \ rn
r w � 6
CERTIFICATE OF OWNERSHIP AND DEDICATION cn 18,228 SF 1 ! , L26 12850 SF \ y
WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE o w 1 0.18 Ac c32 \ \ S 7S o9 We
PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS 01
LOCATED IN COUNTY NORTH CAROLINA JURISDICTION OF E0HEREBYAADOPT � 176 Sf \ `°• ,\ N 12 �E �p29 so
THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT, go 0�6 \ A s
ESTABLISH MINIMUM BUILDING SETBACK LINES, AND J\ \ �-' N 7x 00 5f 3
DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND rn '7g15F \ �� 11 15. 2ry2'} oo`
OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE i 91
AS NOTED. ALL STREETS SHOWN HEREON ARE TO BE > ; OE 1 \ �� �• �o N 631 1829 sf at
ALL
PRIVATELY SANITARY STEWER FURTHERMORE, I
LINES HEREBY COUNTY Lt7 N 181X52 X92 Sf \ �` 1 s Ir 1 -15
31 E
OF HARNETT. a 1.5'0 pG yy9e6 L42 \ 69 }7 Oa g2$
p'? pSf
}h is
v / 21 6 C29
DATE OWNER N� N 7 25 X93 f / a }q' w
ANDERSON CREEK PARTNERS, L.P. y ' 1 }�5� 0(,207$ , 1 �R 6g gyp 5� 17^ 9
BY: ANDERSON CREEK, INC. G.P. ` 21. E �o , 1 o L35
BY' DAVID N. LEVENSON - PRES.
o \ �2`� o� \ 7�
125 WHISPERING PINES DRIVE ° N 7, Aga / 9 ° N 9} _ g26 5f `
SPRING LAKE, N.C. 28390 a 10611 /c2 , psi ctt 100p314 PG
'0�
CY
'lot, Sf I \ ( 10'�A PG 163
705
STATE OF NORTH CAROLINA N N
COUNTY OF O, 7 96 \ a@ N 824 �06g \ oo a
a 10,039 SF\ �? 14,237 SF
I, \ 0.33 AC / \
REVIEW OFFICER OF � d' 0.23 AC s � \ \ ; 1� 5y / .� 5F
COUNTY, CERTIFY THAT THE MAP OR \ ti� •� ti
PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL a��6,� 797 \439 >OS sg3> C15 gdOry/ / 1 V�L6PG / \
STATUTORY REQUIREMENTS FOR RECORDING. 9's <�10,842 SF �� TS' F ` 6 < ` o / 822 \
ti
0.25 AC ,v 6000, S. �1VTIV gy4 / 9,996 SE
REVIEW OFFICER ?? �S\ \ ry °wo^` 'o 'r sow \ �7 s' \ AC
c� T
oA' S „�''o Ca'' �}� 48,1j, k ss3 ssr.
DATE `� ° ° �a �' C24 �'rS+
4' °ti°o'v1 s `V of ro r W
S q,•�ryp ^`ra>�oN C23 C16 S �3
L37C � ss �•
ZN CAR STORMWATER CERTIFICATION I, KENNETH W. ROCK PROFESSIONAL LAND STS ly �Uti Sa L !17 805' S•
•~ �"'•� I CERTIFY THAT THE STORMWATER MANAGEMENT SURVEYOR, NO. L -3861, CERTIFY TO THE ( LIP Q90 1 130.23009 SF
'r F�
AC
FACILITIES ARE CONSTRUCTED AND INSTALLED IN FOLLOWING AS REQUIRED IN G.S. z c,3 0T.' l
3 =QUO
SEAL i CONFORMANCE WITH THE ORDINANCES, RULES, 47- 30(f)(11): 1I .eas s� �- 1 G °'C' /
= 9570 i REGULATIONS, DRAINAGE DESIGN STANDARDS OF m rn 28 AG \ C2p
i HARNETT COUNTY, THE STATE OF NORTH CAROLINA, THAT THE SURVEY IS OF ANOTHER '00, o 804
OS F Q4 �6 AND THE APPROVED STORMWATER PERMIT AND CATEGORY, SUCH AS THE RECOMBINATION ' i - 2 14.308 SF /
9L�OtiGINE�J EROSION CONTROL PLAN. OF EXISTING PARCELS, A COURT- ORDERED ^��'6L\ 0.33 AC /
r, UPON SURVEY, OR OTHER EXCEPTION TO THE . 14. 654 SF
DEFINITION OF SUBDIVISION. 0.34
SIGNATURE DATE
H 73,45,• � 4. c� '•
SURVEYOR 7986 W
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:
s Hobbs, Upchurch & Associates, PA
KENNETH W. ROCK 101 Consulting Engineers, Surveyors & Land Planners
300 S.W. BROAD STREET
SOUTHERN PINES, N.C. 28387 Southern Pines, North Carolina 28387
(910) 692 -5616 CERIIRCATE Of L/CENSORE C -04,54
I, KENNETH W. ROCK, 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. .21',.• FESS/a �9
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER ANDQ�
SEAL THIS DAY OF , A.D., 20_.
PROFESSIONAL LAND SURVEYOR
L -3861
LICENSE NUMBER
CURVE TABLE
CURVE I
LENGTH
RADIUS
BEARING
CHORD
LL_s
C1
54.55'
300.00'
S 13'4,06" E
54.47'
1025'(,
C2
25.95'
300, 10'
S_21'2_W47" E
25.94'
457'15'
C3
46.28'
280.00'
S 28'38'35" E
46.23'
928'120
C4
35.20'
10022'
S 43 35'46" E
35.02'
20'07'18"
C5
13.57'
40.00'
N 43'57'40" W
13.50'
19'26'13"
C6
90.74'
280.00'
N 2457'30" W
9035'
18'34'06"
C7
56.75'
25,013'
N 49' 1' 9" E
45.33'
130'03' 2"
C8
mm*
50.00'
S 9'4 '09" E
71.79'
91'46'14"
C9
1 52.45'
30.00'
S 76"14'06 W
46&2'..
100'10'15"
C10
1 33.92'
100.00'
N 4,Y57* 40" W
76'
1 19'26'13"
C11
8.79'
340.010'
N 3,T30'06" W
.79'
1' 8'54"
C12
.57'
340, 00'
2739'27" W
60.49'
10'12'24"
C13
60.16'
340.00'
N 172 '08" W
60.08'
10`08"14!*
C14
59.8 '
340.00'
072 '37" W
59.74!
10'0 '48"
C15
27.61'
25.00'
S 33'58'44" E
6.23'
63'17'02"
C16
43.22'
25.03'
S 6450'55" W
38.04'
99'03'39"
C17
18.69'
25.012'
S 06'05'55" E
i .26'
42'50'00"
C18
28.74'
50.00'
N 11'02'44" W
28.35'
3756'22"
C19
1 57.61'
50.00'
N 38'25'57" E
54.48'
66'01'00"
C20
48.18'
50.019'
S 80'57'14" E
46.34'
1 55'12'39"
C21
53.25'
50.00'
S 2750'24" E
50.77'
61'01'00"
C22
44.06'
1 50.00'
S 3754'36" W
42.64'
50`29'00"
C23
18.69'
25.012'
N 3644'06" E
18.26'
4750'00"
C24
35.32'
25.012'
N 25'09'05" W
32.45'
80'56'21"
C25
42.27'
110.00'
S 5436'43" E
42.01'
2701'05"
C26
60.77'
110.00'
S 2r46'35* E
60.00'
31'39'12"
C27
67.34'
11000'
S 05'35'15" W
66.29'
35'04'29"
C28
5.81'
110. 2:
S '14" W
5.81
3'01'29"
C29
26. 1'
30.013'
N -01'07'16" E
_25.38'
50'03'25"
C30
2 .99'
360 -CIO
21'45'35" E
26.98'
417'44"
C31
60.28'
360.010'
S 14'48'55" E
60.21'
9'35'37"
C32
9.32'
1 360.00'
1 S 09'16'35" E
9.32'
1' 9'02"
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_
FUTURE
58 -2
LEGEND
0 COMPUTED POINT
O NEW IRON ROD
O EIR EXISTING IRON ROD
LOT LINES
- - - - - SANITARY SEWER LINES
--- - -- --- 2" and 6" WATER LINES
UTILITY EASEMENTS
ROAD RIGHT -OF -WAY
-- - - - - BUILDING SETBACKS
EXISTING WETLANDS
LINE TABLE
LINE
LENGTH
BEARING
L1
61.89'
S 80'16'59" E
L2
65.27'
N 06'52'21" W
13
73.23*
S 08732'04* E
L4
10.73'
"44'15"
L5
104.83'
S 14!13053* E
L6
21.15'
S 78"17'22"
L7
3.27'
S 24'22'45" W
LS
60.00'
N 24?22'450 E
L9
90.39'
N 21.14'51" E
L10
22.27'
N 73'45'42" W
L11
70.57'
N 82'19'54" W
L12
28.97'
S 71'42'47" E
L13
31.18'
S 65'52'180 E
L14
60.00'
S 6552'0 " E
L15
70.00'
S 6552'30" E
L16 1
46.92'
1 S 28'28'31" W
L17
23.45'
1 S 28'28'31" W
L18
40.05'
1 S 3752'29"
L19
20.48'
1 S 06'08'53" E
L20
15.55'
1 S 07*16'00" W
L21
41.92'
1 S 0T1W00" W
L22
45.18'
S I 8'41'09" W
L23
49.29'
S 06'32'04" E
L24
84.69'
S 06'25'33" E
L25
106.09'
S 08'32'04" E
L26
5.57'
S 0W32' o4*
L27
43.84'
S 23'54'27" E
L28
5.37'
S 23'54'27" E
L29
14.28'
S 23" '27" E
L.30
60.01'
N 3510'46"
L31
56.61'
N 53'40'47" W
L32
104.68'
S 65'37'15" E
L33
36.70'
S 2508'58" W
L34
33.28'
N 53'40'47" W
L35
24.52'
N 53'40'47" W
L36
1 26.50'
N 6537'15" W
L37
13.81'
N 15'19'06" E
L38
31.35'
S 15'19'06" W
L.39
18.22'
S 65'37'15" E
L40
79.99'
9.260133'0- W
L41
20.57'
S 26'08'58" W
L42
21.96'
S 23'54'27" E
L43
60.17'
S 23'54'27" ,E,_
L44
1 33.13'
S 23'54'27' E:
L45
56.09'
S 08'32'04" E
L46
79.50'
08'32'04"
PRELIMINARY
PRELIMINARY SUBDIVISION PLAT FOR
ANDERSON CREED" llli B
PHASE 5B-1
ANDERSON CREEK TOWNSHIP
HARNETT COUNTY NORTH CAROLINA
SCALE 1" = 100' JANUARY, 2013
GRAPHIC SCALE
100 0 100 - --24I1 X00
Y Hn.w Fr:TWr3CB¢t£' e•
(INNIa
1 mrh -