SW6220805_Plansheet C-2.0 - Proposed Conditions_Site Plan_20221019

VICINITY MAP
NOT TO SCALE
LEGEND:
ECs0 ECS-EXISTING COTTON SPINDLE
EIP 00 EIP-EXISTING IRON PIPE
EIR 00 EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
sRBO SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
-SETBACK LINE
SD STORM DRAINAGE
// OVERHEAD UTILITY
❑ ❑ VINYL SPLIT RAIL FENCE
TREE LINE
210 MAJOR CONTOUR
207 MINOR CONTOUR
- 30' - 30' - 30' VEGETATED BUFFER
x 208.47 SPOT ELEVATION
BENCHMARK
s-,GN SIGN
MB MAILBOX
PP UTILITY POLE
C• GUY WIRE
FIRE HYDRANT
ASPHALT
UNSUITABLE SOILS
SURFACE WATER
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
39.02
25.00
S45°16'15"E
35.18
C2
40.10
255.00
S85°28'48"E
40.06
C3
94.19
255.00
S70°23'38"E
93.65
C4
40.48
205.00
S65°28'09"E
40.41
C5
67.48
205.00
S80°33'19"E
67.17
C6
21.03
25.00
N65°55'14"E
20.41
C7
68.23
50.00
N80°55'14"E
63.06
C8
52.36
50.00
S29°59'05"E
50.00
C9
52.36
50.00
S30°00'55"W
50.00
C10
68.23
50.00
N80°53'24"W
63.06
C11
21.03
25.00
N65°53'24"W
20.41
C12
45.10
255.00
S84°55'04"E
45.04
C13
43.69
25.00
S50°04'56"W
38.34
C14
41.15
50.00
S23°35'36"W
40.00
C15
41.15
50.00
S70°44'59"W
40.00
C16
41.15
50.00
N62°05'38"W
40.00
C17
49.87
50.00
N09°56'25"W
47.83
C18
45.30
50.00
N44°35'23"E
43.77
C19
30.77
25.00
N35°16'47"E
28.87
C20
27.46
25.00
N31°26'48"W
26.10
C21
96.88
205.00
N76°26'48"W
95.98
C22
39.65
25.00
S44°34'36"W
35.62
I �
I I I
I
I I I __2 ��-�� I lam`_/ I 8
N /F � 6 �
N/F CARLOS CANALES & WIFE, N NW
I BROOKIE SCOTT HOWARD, I BROOKS DOUGLAS HOWARD &WIFE, IN/F /F I DON L. AGNEW JR. &WIFE,
BROOKS DOUCOT HOWARD &, CONNIE MOORE HOWARD HARLYN CANALES I MANUEL GARCIA JUNIOR PAT M. AGNEW
DPB198, PG 1256 DB 2247, PC F, SLIDEG928 7117C DB F, SLIDE
EG 177C
TIMOTHY RAY HOWARD I DB 3373, PG 255
I I DB 3270, PG 28 I I PC F, SLIDE 717C
PB 98, PG 125 I I
1 S89°59'05"E I I I
30.00' 1 3/4" EIP
WITH 1/2" 1/2" 1/2" 1/2" 1/2"
O 1/2" ERB ERB ERB S89°59'05"E 761.64' TOTAL ERB O EIR O EIR
147.74' 125.00' 102.00' 100.00' 185.81' 101.10' N 585,545.541
E 2,116,135.208
NC GRID NAD 83
1 i W - -- 7 F - - 7 (2011)
I
o
N m
1� m
JOSEPH F/BYRD, JR 1 zo Ic,t D . 1 0 0
DB 805, PG 259 I r;, o M m 20,156 SF
CA
0
1 N I c (0.46 AC) z 20,207 SF ,` � m w Ln
`�I ml (0.46 AC) to m1 cd O 01 . 01 O /•oo4'/ I
L 0 20,160 SF 0 0 20,000 SF o 0 24,352 SF / ��o ry/ I
Z N
/ E4 ` I (0.46 AC) 0 `V (0.46 AC) 0 t� (0.56 AC) / / I
1ERB O ' 1O'X70' Z z
�_ _ _ / / I N
j - TRIANGLE
EPK
O I S 9°59'05"E 81.6 - C2
R30' \ C'3
/ 32,824 SF
P�I o - - - - J L- - - - - - - - \ (0.75 AC) I
Z / C7 I
o _ _ 10' UTILITY EASEMENT I
w I0' R3
N/F GS89°59'05"E 80.68_ � --1_0_00'
JOSEPH FITZGERALD BYRD, JR.
DB
I
1972, PG 679 SIGN EASEMENT
S89°59'05"E 135.74' TOTAL R35'
1
TBM I 1/2" N89°08'17"E 105.69' 1/2„ �, R30'
4D DISK #1 J ERB ERB r- _ _ �'o b ALDERMAN COURT R35' I S89°59'05"E
N 585,284.691 W a 50' R/W (PUBLIC & UTILITY ACCESS) 1 152.30'
E 2,115,324.766 o \ I / f - - - - - -
ELEV 244.58 I / I R30' S89'59_05"E 135.74_ TOTAL _ _ R35'
NC GRID NAD 83 I / I
(2011) I m 1 N /G\� �� C12 35.74' - _ 100.00 _ _ C77
NAVD 88 1/2° I I � / / I
ERB D U ( FQ
tEPK M C 0
\ -
o 1
N/F
�
\
O
_pt
LATQSHA DIANE WILSON
N
LO
,n
I
L
_j C)
I
26,366 SF
I 3
I
DB 3996, PG 692
m
10
15
Q m
I
(0.61 AC)
o
N/F
N
P 2021, PG 179
0
1 10
a
�I
�r'o.
I
MARCUS ANTHONY TART & WIFE,
ANGIE S. TART
1
I
o
L4
w
25,546 SF 0
I I
!01
o
I 10
O
3
O 3
O
0
°p
DB 2093, PG 576
(0.59 AC) I
w
'oo I
o
0
. `J'� \y
N
I
I
O
01
I 21,738 SF
0
0
20,000 SF o0
0
� s c�
I
NCDOT R/W I
I I I
20'
I
I (0.50 AC)
o
N
o
0.46 AC 1 o
N
24,352 SF o �. F
(0.56 AC)O�.�p�
I
DEDICATION
21,736 SF
I
/
1
Z
I
(050 AC)
I
I
1
S19°16'29"E
21.19'
\
I
R50' a b
1 <"
I 1/2„
ERB 2/ NEIR S88°46'19"W 105.55' No
0 �, / O T 1 S3"W
\LI
L - - - - - J
f S1918'19"W936 o
Q - 21.19'
I I o
,ZC/)j I I R35' N 110.00' 100.00'
1 0I - - - 210.00' - - - -
C) 1 r -
I z I
^/
I N -n
ROBERT LYNN WILLIAMS &WIFE, I cyi ono G) 21,117 SF
VICKIE C. YANDLE I r (0.48 AC) / \ C76�r
DB 3938, PG 855 OC
I o Z p
00 / / / /\� \ 22,801 SF N
\ \ I p z 1 (0.52 AC)
c,, \"0 9• o
qo
z I I
91I / 22,973 SF M.
A \\ /
(0.53 AC) w 0 21,884 SF
\ I o \\ Q I o N I (0.50 AC) \ \\ V
\ I r I \ Z N ��
� a
I I 12' ACCESS
I 0 EASEMENT
\ I N /
SITE DATA
OWNER
STOUT LAND DEVELOPMENT, LLC
MAILING ADRESS
1786 METROMEDICAL DRIVE
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28304
PIN NUMBER
1518-55-7140.000
TOTAL SITE AREA
563,535 SF (12.94 AC)
AREA TO BE DEVELOPED
563,535 SF (12.94 AC)
CURRENT ZONING
RA-20M
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
15
DISTURBED/DENUDED AREA
2.4 ACRES
OPEN SPACE REQUIRED
0.0 ACRES
OPEN SPACE PROVIDED
3.37 ACRES
SETBACKS REQUIRED:
RA-20M
FRONT
35 FT
CORNER SIDE
20 FT
SIDE
10 FT
REAR
25 FT
10)
I
N/F
ROBERT MICHAEL LEE & WIFE, Ecs
LINDA POINDEXTER LEE
DB 4072, PG 634 I 5�291Z, 4
I �
I9 �
9 8'`. T-
I I CTq� �FJ
3/4°`•\y
I EIP ; -
I � t
1 %
SITE NOTES I I �� s.
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL dQ�"
CONTRACTOR. I I Q`
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO I
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 I
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 WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
CUMBERLAND COUNTY AND STATE REGULATIONS.
7. ALL EXISTING FENCES, STRUCTURES, AND POWER UTILITIES
WITHIN PROPERTY LINES TO BE REMOVED OR RELOCATED.
3/4„
EIP
N/F
ROBERT MICHAEL LEE & WIFE,
LINDA POINDEXTER LEE
DB 4072, PG 634
S85°43 31 "W 511.99' -
I
L- - - - - - - - - - I
J
185.81' 43.70'
S89°59'05"E 229.50' TOTAL
N/F
EUGENE B. GOMES,
MARTHA ROMANA GOMES,
JOSEPHINE GOMES &,
SOLOMAN GOMES
DB 2179, PG 561
MEL 94.44'-
�S89°06'45"W EIP
3/ �- N 584,932.900
f I E 2,116,056,889
NC GRID NAD 83
(2011)
I
I
� Io:
�E Soto
(fJo I b T/
N O
V. N
I
00
N
I
N
I M
z
3/4" 0
EIP iiY
I L)
Z
I
I
I GRAPHIC SCALE
50 0 25 50 100 200
I
I( IN FEET )
1 inch = 50 ft.
I
I
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
FAIRGROUND
FARMS
SUBDIVISION
SITE PLAN
CLIENT
AGS LAND, LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1862
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
SEPTEMBER 15, 2022
SHEET NUMBER
C-200