NCC221053_Site Plan or Location Map_20220315

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NORTH
VICINITY MAP
NOT TO SCALE
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
5. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
6. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
7. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
HARNETT COUNTY AND STATE REGULATIONS.
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
39.27
25.00
N30°14'25"E
35.36
C2
39.27
25.00
S59°45'35"E
35.36
C3
96.06
3075.00
N13°51'53"W
96.05
C4
125.01
3075.00
N11°48'19"W
125.00
C5
125.01
3075.00
N09°28'34"W
125.00
C6
125.01
3075.00
N07°08'48"W
125.00
C7
122.01
3075.00
N04°50'44"W
122.00
C8
145.01
3125.00
S05°13'53"E
145.00
C9
135.01
3125.00
S07°47'54"E
135.00
C10
142.01
3125.00
S10°20'16"E
142.00
C11
150.01
3125.00
S13°00'54"E
150.00
C12
20.15
3125.00
S14°34'30"E
20.15
C13
39.27
25.00
N30°14'25"E
35.36
C14
237.86
234.94
N75°45'20"W
227.83
C15
163.27
234.94
N26°50'36"W
160.00
C16
24.85
234.94
NO3°54'16"W
24.84
C17
100.52
284.94
S10°58'48"E
100.00
C18
100.52
284.94
S31 °11'34"E
100.00
C19
100.52
284.94
S51 °24'19"E
100.00
C20
100.52
284.94
S71 °37'05"E
100.00
C21
114.56
284.94
N86°45'29"E
113.79
C22
39.27
25.00
N59°45'35"W
35.36
I /- // \1 .
2
N/F
I COY L. BROADWELL & WIFE,
LEGEND: CAROLYN B. BROADWELL
E'MZ ECM -EXISTING CONCRETE MONUMENT DB 1394, PG 979
IZSI PB F, PG 542-A
EIP Oa EIP-EXISTING IRON PIPE PB 2019, PG 383
EIS O EIS -EXISTING IRON STAKE v `/ `/ `/ `,/ `/ `
ENLO ENL-EXISTING NAIL I N00°52'26"W 819.68' TOTAL xxx
EPKO EPK-EXISTING PK NAIL 31.59' 234.54' 178.54' 125.00 125.00' X125.00' 5/81,
ERGO ERB-EXISTING REBAR I " ERB
o COMPUTED POINT I F
N/F - NOW OR FORMERLY I
R/W - RIGHT OF WAY
PROPERTY LINE I I \ \ UNSUITABLE \ \ •�
ADJACENT PROPERTY LINE \ \ SOILS
RIGHT-OF-WAY I I \ o 68,) 69�i
So STORM DRAINAGE \ \ \ �� 01 01 01 oN N/F ^ N/F
w WATER LINE I \ \ % \ �5\ 0 99 0 98 0 97 w J.W. SEALEY & TMD RESIDENTIAL
OVERHEAD UTILITY ,` I \ \ Nj �� 100 aoi o o o , ASSOCIATES, INC. % PROPERTIES, LLC.
WETLANDS I \ s\ �; O 1o0 1 25,000 SF 100 1 25,000 SF 100 1 25,000 SF DB 3908, PG 753 DB 3899, PG 307
c� >z r'- V) V) V) o PB 2020, PG 350 PB 2020, PG 350
PERMANENT EASEMENT I N \ �` 4I �` 28,971 SF 0.57 AC 0.57 AC 0.57 AC .0 R `'
O \ 0.67 AC 00 f`
X FENCE LINE ��O o�� 101 \ \ Z
❑ ❑ WOODEN FENCE I I
\ \ 42,548 SF \
TREE LINE I \ \. 0.98 AC \ \ - J L- - - - -I L- - - - -I L- - - - -
SUITABLE SOILS-
225 MAJOR CONTOUR
217 MINOR CONTOUR i 125.00' 125.00 125.00' ERB _ _ _ _ _ _
x 208.47'SPOT ELEVATION I \ \ i / �-- -- -- -- -- -- -- -- -- -- -- -- - -- --
BENCHMARK \ \ i / N00°52'26"W 375.00' TOTAL zco
MAILBOX I 102 \ \ , �' HAZELWOOD ROAD o o �
M� HAZELWOOD ROAD
PP• UTILITY POLE \ 46,670 SF \ G 50' R/W (PUBLIC & UTILITY ACCESS) a �I rn 50 R/W (PUBLIC & UTILITY ACCESS)
C GUY WIRE I 1.07 AC
wv , / / N00°52'26"W 380.00' TOTAL r^
FIRE HYDRANT
N WATER VALVE -_ -I-- -- - -- -- -- -- -- -- -- -- -- -- - T - -- -- -- --
I / ♦ C16 99.50' 128.60' 151.90' 57
ERB
- - I -
FSANITARY SEWER MANHOLE
`� HARDWOOD TREE I \ 2329 8 v\ / / ♦♦ '�/C1 - -
ASPHALT 6o
3
WETLANDS \ / /G♦/ ♦/ . / I i
0
RIP RAP I ♦ ♦ I `° 67
CONCRETE I I / / / I �w ��-�� 66co
UNSUITABLE SOILS > / ♦ I WATERMARK HOMES, INC. \ N/F /
- MINIMUM BUILDING SETBACK LINE ♦ C O o 25,000 SF
ACCESS/MAINTENANCE EASEMENT I O 00 o DB 3910, PG 35 JJJB INVESTMENTS, LLC
103 / / / ro wl 94 ro Mo 25,006 SF z 0.57 AC PB 2020, PG 350 DB 3923, PG 693
/� \ 00
w 0.57 AC z PB 2020, PG 350
PROPOSED EASEMENT / P oI b) F4
SITE DATA
DEVELOPER
ABJ INVESTMENTS, LLC
MAILING ADDRESS
2031 MIDDLE
ROAD
CITY, STATE
FAYETTEVILLE,
NC 28312
PIN NUMBER
0661-60-8228.000
TOWNSHIP
NEILLS CREEK
TOTAL SITE ACREAGE
22.47 AC
ACREAGE TO BE DEVELOPED
22.47 AC
ZONING
RA-30
EXISTING USE
UNDEVELOPED
PROPOSED USE
RESIDENTIAL
DISTURBED/DENUDED AREA
4.6 AC
IMPERVIOUS CALCS:
PRE -DEVELOPMENT
0%
POST -DEVELOPMENT
22%
TOTAL PROPOSED
212,091 SF
ROAD AREA
44,091 SF
AREA PER LOT
6,000 SF
SETBACKS REQUIRED:
FRONT
35 FT
SIDE
10 FT
CORNER SIDE
20 FT
REAR
20 FT
DENSITY
PROPOSED LOTS
28
NET DENSITY
1.25 UNITS/ACRE
I I 27,818 SF / / / w eD
0.64 AC / / / / / / \ \ \ \ 93 ml 20.583ACF z
I V
� v 2s 25,136 SF I
�\ 0.58 AC I 5/8" 5/8"
/ \ p, J S00°52'26"E 76.86' ERB N00°52'26"W 156.37' ERB
S08°16'33"�y- - J I d- I I � g3.83
- - _ 182.981 U / � �
O 5 31 E 1
514432.4T
\ \ I 150.2a
I I O I I I z
rn ( 6351
;
I i I I 1 I 25,079 SF
I 104 I I I \ I oII I I W O II Ln N/F
0.58 AC 8r1i WATERMARK HOMES, INC.
17.6T DB 3910, PG 715
o Ic�nPB 2020, PG 349
J I 20.641ACF I I 1 1 I _ "W I NI 89 I? 0 25,140 SF I 20.586ACF I Ic
IFa- I I N14 45 35 �� I N O i I 0.58 AC I I _-
o I J 17503� \ A` T �I 20.584ACF I I _ J L- -
I
O I \ L � - - - 5/8„_
LO
5,3c0 I _ - J ERB
I g14°4 1 01 \ �1 25,171 SF I _ - C8
N/F II - -
LORETTA NEWTON PLEASANT & 3 L 199 2�' \ \ \ °' 0.58 AC L -
APRIL PLEASANT THOMPSON \ o �'\ J _ _C� - NW INDIGO STREET
DB 3599, PG 239 I �\ _ _ 50' R/W (PUBLIC & UTILITY ACCESS)
N � \ rn W\ \ 91 \ o� C=__� Ck
I00 z I \ -1 o N �\ \ \ 25,004 SF OI
0.57 AC U
105 \ \ z o \ \ i p' 111 ' - - _ C7 ERB .
io 25,231 SF \ \ 1 � O r\ / STREET SS) - C6
Lq 0.58 AC 1 p C12 - D1GO I1`( PCCE - -
N . � 1N �evc & U111 _ , _ .
�O g 95 50' R /W (P - -
�1/35'W 12 C�
I 233 31 rnrt R30' �-
I �' \ p
'o\ IOTA�/_ - I I I I I f 60, 59 ;
' \ o W 12$.9% 28 g5 I I ��-
\0 1 N1445/'� / w N/F N/F
z
I \ V�.
WATERMARK HOMES, INC. J.W. SEALEY &
R30' I Z$5 IDB 3906, PG 982I ASSOCIATES, INC.
/�ry \ \ N � O � 0 27,423 SF I PB 2020, PG 349 DB 3908, PG 753
I 26,109 SF \ 1 -3 \ I 84 LA 0.63 AC - I PB 2020, PG 349
o \ � 28,358 SF Imo? -? I rrl
I \ (' I 0.65 AC m
0.60 AC 20' �A28,294 SF
I� �I Ir? r`Dn-- I
o I o \ I Z O I 0.65 AC I I I I o
E J , 0i
I I S�q°45'35
I \\ 0 �\\ \o,\ 28,409 SF hI -r,
S55°501"W
\ I I I I I -04,0�1 065 AC
21.19' 26o �
\ o 53' N v;� 28,633 SF rn I I I I I I 1/2"01 \ \o \ 81 \ tom\ 0.66 AC \ I I I I I I I ERB L -
--
107 \ 1 \r\oo\ \ 28,760 SF-
\ o N �\ o \ 0.66 AC \ \ \ \ I I _ - - J L_ 60.06 25.23'
I 27,863 SF J _ - -
0.64 AC 1 \� 1 \ \ \ J 30.92' 55.38 N05'20'04"W NO3°56'50"W 83.68'
;E N85°28'11"W \ I \ _ I _ 3.70' N07°3322W 3.69'NO2*'36"W
o \ 85,29' TOTAL
/ Seq.°45'35 \ 21.19' \ \ _ J 79.Bo' W 80.83' 86.29' TOTAL 32"
24 \ N VED EASL,..��T
I2g3 \ U \ \ \ 9 g5.61 N11°50'�� AL 75' PRIME VIE = ��B F, PG 54o-2_ = - _ _ ERB-
\ cp� \ J I 47 212.4g'18 W g3 50 _ - - - -o- N05'20'04"W 83.71' NO3 56'50"W 82.56' NO2'46'36"W 82.78' N01 °53'09"W 138.58'
I o\ o 35 N TAI- _ �� - 84.06'- ' NO2°46'36"1N -
r 0 . 7p $g' 10 �' N07°33'22"W EPK
I o $2• 6 EPK EPK 3.99' -o-
\ �\ 40.35 p5'47"W �� °�p•2T15"W 78.9 EPK
\ 1 o N14° TpTP` 47' N 82.77' ° ° EPK
I 108 �r 11p 7p' _ _ �' - 'W $2 EPK S05'20'04"E S03°56'50"E 81.89' N FM
\ oo,% 84 65 N11 50 30' EPK S07°33'22" E 82.72' FM S02°46'36"E
I39,411 SF \ 0 �N14 45 35 W CPPE gUFFER� -0' 1�'18 W 81.91 S10°27'15"E 77.84' - - - - - - - - - - � - - 4.1 T - - - -
o I 0.90 AC p1 r STREETS '' /1p9 8� N EPK s11°`JO'30„E 81.85' - - -
5 35'E 62• 36,"W EPK E 81.32 _
S144 C 59'/ S124g'1$
IE 176.28 PE BVFt E ryrVj 100.0 p101N\- EPK10g.3
I S15.27 28 S1REE15CP c,� /,35„E 196 / ySA4!0 /
I o- / %' 36 71 S14'4 0 �'30. / i FM . R
D is 40
21„E 92�p cr / 18 '' EP� 5144535E 195.71 1`�S CREEKROP STREET s
I 515°54 Pft\ME V1E`lI E 175 ' � NE 6p RI`N PUB
m
I 7� �5°21'28 Wb/' NC GRID NAD 83 (2011) 0
o-
� ��/' E 175•48 /� �' y
I - iE 8 26 EPK S15 27 28 / NO\
S
5421
6
�" -WEPK s15°FM / �� GRAPHIC SCALE
60 0 30 60 120 240
ERs 1111
S15°54'21 "E
CONTROL CORNER '.� -"30.32' TIE
N 608,609.655 / ( IN FEET )
E 2,068,062.106 ° i'
NC GRID NAD 83 1 inch = 60 ft.
(2011)
o4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
CARO �Z//
..........
OFESS
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11-15.11
REVISIONS
PROJECT NAME
SOUTH CREEK
SUBDIVISION
PHASE IV
SITE PLAN
CLIENT
ABJ INVESTMENTS,
LLC
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1279
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
DECEMBER 15, 2021
SHEET NUMBER
C-200