ACC PH8 2B mapEEQP05 D SUBDIVISION ROAD MINIMUM CONSTRUCTION STANDAR0 MME[ ARQH
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
SITE DEVELOPMENT
DATA: (PHASE 2B)
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:
5.09 ACRES
NO. OF LOTS
18
MIN, LOT SIZE REQUIRED:
7.500 SF
MIN. LOT WIDTH:
60'
(AT BUILDING SETBACK)
MIN. LOT SIZE:
7,500 SF
STREET R/W WIDTH:
50' & (60' Anderson Lake Dr.)
(SECTIONS 29)
AREAN R/W:
IN
1.619 Ac
AREA LOTS:
3.47 Ac
LF OF STREETS (SECTIONS 28):
ANDERSON LAKE DRIVE 60' R/W
(PRATE) 645.92 LF
C�
FALLS CREEK DRIVE 50' R/W PRNNA 586.71 LF
LF OF PUBLIC WATERLINE
763 LF (PHASES 2B)
LF OF PUBLIC SEWER:
816 LF (PHASES 2B)
AVERAGE SEWER FLOW (360 GPD/UNIT):
m
TOTAL (18 UNITS): 6,480 GPD
ro O ip
rn
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON HAS BEEN GRANTED
FINAL APPROVAL BY THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD
PURSUANT TO THE REGULATIONS SET FORD( 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
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 PUN.
SIGNATURE DATE
CERTIFICATEOF 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 HARNE17
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 RE I HEREBY DEDI TE
ALL SANITARY SEWER AND WA� THE COLA
OF HARNETT.
2 201
DA O
ANDERSON CREEK PARTNERS, LP.
BY: ANDERSON CREEK, INC. G.P.
BY: DAVID N. LEVINSON - PRES.
125 WHISPERING PINES DRIVE
SPRING LAKE, N.C. 28390
LEGEND
® NEW IRON ROD
4w FIRE HYDRANT/VALVES
LOT LINES
PROPOSED ROAD R/W
BUILDING SETBACKS
SEWER & DRAINAGE EASEMENTS
O - EXISTING WETLANDS
PROPOSED 8" SEWER MAIN
---" EXISTING e" SEINER MAIN
EXISTING WATER MAIN
SETBACK NOTES
►A7
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 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 I FCS THAN 10' FROM A SIDE PROPERTY LINE
AS MEASURED FROM THE PROPERTY LINE TO THE FIXED OR
OPERATING WINDOW, DOOR, OR OTHER OPENING.
175
I, JEFFREY L GREEN, CERTIFY THAT THIS PUT 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 SEALTHI�INAL SIG R ENSE NUM AND
DAY OF A.D., 20�
ND SURVEYOR
j S L 72
ENSE NUMBER
0. =�'• ;
ra SEAS
(-39709
2 a ,'
�: ✓ 9�� SUIT}J� ��(/_:
al
ANDERSON CREEK PARTNERS, LP
PIN-0505-86-8897
DB 1346 PG 98
5' UTILITY
EASEMENT (TYP.)
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ANDERSON CREEK CROSSING/
PHASL' 2A
MAP # 2017 PAGE 245 112
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115 •-WTLANDSOPEN SPACE E-
•.ANDERSON
I' I
CREEK PARTNERS, LP
PIN-0505-86--8897 I
DB1346 PG 98 I
117�� I I
118
122
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121
120
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UTILITY EASEMENT
DS 33.28 PG 179
MAP# 2015 PG 212
1. THERE ARE NO GRID MONUMENTS LOCATED WITHIN 2OD0' 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: 18 - SECTION 2B - TOTAL AREA - 5.09 ACRES
5. AREA BY COORDINATE COMPUTATION.
6. SETBACKS ARE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE.
7. ANDERSON CREEN CLUB PROPERTY OWNERS ASSOCIATION WILL MAINTAIN ALL STREETS WITHIN THE SUBDIVISION.
B. PARCEL IS IN FLOOD ZONE "X", FIRM PANEL NO, 3720050600 J. EFFECTIVE DATE OCTOBER 3, 2006.
9, EXISTING ZONING CLASSIFICATION - RA 20R
10. STREET RLGFTr-OF-WAY TOTAL UNDER FEET - 1232.63'
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 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 ACTIVITIES.
16. THERE WILL BE NO DISTURBANCE IN THE WETLANDS.
17. DEVELOPMENT COVENANTS AND HOMEOWNERS ASSOCIATION DOCUMENTS ARE RECORDED IN DEED BOOK PAGES -
I& FIRE HYDRANTS ARE INSTALLED NO FURTHER 'DIAN 500' FROM THE CENTER OF ANY LOT FOR SECTIONS 2B.
19. ALL UTILITY EASEMEMS, DRAINAGE, AND OPEN SPACE ARE THE RESPONSI UTY OF THE PROPERTY OWNERS ASSOCIATION.
20. MINIMUM LOT SIZE LOTS 103. 107, 108 (7,5D0 SF, OA7 AC)
21. RAY ROAD IS ON THE NCDOT THOROUGHFARE PLAN.
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 SUBOMSION OF LAND WITHIN THE
AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT
REGULATES PARCELS OF
t
Su �a Mtv 13
OAT ,
ANDERSON CREEK PARTNERS, LP
PIN-0505-86-8897
DB 1346 PG 98
EXISTING 8" SEWER EASEMENT
EXISTING 8" GRAVITY SEWER
1 EEK pRIVE �FUTu j ,
FA'k-us CR
FOPUSPACEI�
WETLANDS
Una Table
Una III
Length
Direction
L17
57.933
S73'
08'
18.16"W
L28
55.000
S89'
48'
30.67"W
L11
62.000
S73'
08'
18.16"W
L14
62.000
S73'
08'
18.16W
L22
31.586
589'
48'
30,67"W
L25
62.000
S89'
48'
30.67"W
L1
46.879
S73'
08'
18.16°W
L3
46.879
S73'
08'
18.16"W
L7
62.000
S73'
08'
18.16"W
L27
100.000
SOO'
1 V
29.33"E
L63
47.522 1
N73'
08'
18.16"E
L59
78.969
N73'
08'
18.16"E
L56
60.000
N73'
08'
18.16"E
L53
60,000
N73'
08'
18.16"E
L50
32.398
N73'
08'
18.16"E
L46
38.586
N89'
48'
30.67"E
L39
40.171 1
SOO-
11'
29.33"E
L43
60.000
N89'
48'
30.67"E
L40
50.000
N89'
48'
30.67"E
L47
125.000
S03-
27'
52.74"E
Una Table
Una /
Length
Direction
L26
80.000
S89' 48' 30.67W
L23
62.000
S89' 48' 30.67"W
L20
31.586
S89' 48' 30.67W
SLIENEM.,
JEFFREY L GREEN
LICENCE NO. L-3972
BIG GAL( CHURCH RD.
EAGLE SPRINGS, N.C. 27242
(910) 975-2306
Double D Engineering, PLLC
150 S. Page St. - Southern Pines, NC 28387
Ph: (910) 684-8646
Firm No. P-1275
Una
Table
Line III
Length
Direction
L49
125.000
S12'
38'
30.41"E
L51
125.000
S16'
51'
41.84"E
L54
125.000
S16'
51'
41.84"E
L57
125.000
S16'
51'
41.84"E
L62
56.342
S68'
26'
38.57W
L4
125.000
5147
29'
14.98"E
L6
125,000
S16'
51'
41.84"E
Lib
125.000
S16'
26'
02.62"E
L13
125.000
S16'
51'
41.84"E
L10
125.000
S16'
51'
41.84"E
L21
125.000
SOO'
1 V
29.33"E
L24
125.000
S00'
11'
29.33"E
119
125.000
SOT
23'
27.31"E
L18
125.000
S09'
54'
44.96"E
L44
125.000
S00'
11'
29.33"E
L41
125.000
SOU
11'
29.33"E
L15
57.933
S73'
08'
18.16"W
L12
62.000
S73'
08'
18.16"W
L9
62.000
S73'
08'
18.16"W
L5
62.000
S73'
08'
18.16"W
Curve Table
Curve /
Length
Radius
Delta
C24
39.270
25.000
090.0000
C12
29.316
525.000
003.1994
C13
39.270
25.000
090.0000
C23
60.646
470.000
007.3931
C6
3.918
525.000
000.4276
C9
59.757
525.000
006.5216
CIO
59.757
525.000
006.5216
C2
14.503
350.000
002.3741
C1
59.524
350.000
009.7442
C3
19.682
475.000
002.3741
C4
80.782
475.000
009.7442
C25
27,136
475.000
003.2732
C29
34.984
475.000
004.2198
C27
76.081
475.000
009.1771
C30
25.778
350.000
004.2198
C28
56.060
350.000
009.1771
C26
19.995
350.000
003.2732
C22
68.388
530.000
007.3931
C21
37.532
25.000
086.0167
C20
16.076
1175.000
000.7839
Curve Table
Curve /
Length
Radius
Delta
C19
12.608
1125.000
000.6421
C18
41.166
25.000
094.3461
C17
139.554
770.000
010.3842
C16
102.246
830.000
007.0561
C15
37.819
25.000
086.6739
C14
39.270
25.000
090.0000
C11
36.296
650.000
003.1994
C8
73.985
650.000
006.5216
C7
73.985
650.000
006.5216
C5
2.723
650.000
000.2401
Line
Table
Line
Length
Direction
L2
125.000
S16'
51'
41.84"E
L8
51.555
S30'
58'
11.27"E
L60
126.431
S25'
29'
25.59"E
L61
60.000
N73'
08'
18.16"E
L58
60.000
N73'
08'
18.16"E
L55
60.000
N73'
08'
18.16"E
L52
32.398
N73'
08'
18.16"E
L48
38.586
N89'
48'
30.67"E
L45
60.000
N89'
48'
30.67"E
L42
71.096
S89' 40'
05.58"E
L38
25.136
SOT
12'
05.90"W
L37
60.004
S82'
07'
24,44"E
L36
25.843
N07'
12'
05.90"E
L35
43.070
N00'
11'
29.33"W
L34
50.196
N00'
00'
00.00"W
L33
96.510
NOD'
11'
29.33"W
L32
170.721
NOD'
11'
29.33"W
L31
60.000
N79'
48'
26.23"W
L30
50.021
SO 1'
27'
30.42W
L29
120.000
SOU
1 V
29.33"E
SCALE
100 0 50 TOO 200
I inch = 100 ft.
FEBRUARY, 2019
SHEET 1 of 1