SW6220602_Plansheet (C-2.2) - Proposed Conditions_Site Plan_20220810

LEGEND:
NS ECM® ECM -EXISTING CONCRETE MONUMENT
x 208.47'SPOT ELEVATION
�\O EIP Oo EIP-EXISTING IRON PIPE
BENCHMARK
EIS
.J OEIS-EXISTING IRON STAKE
PP
• UTILITY POLE
C2.2
o ERB
O ERB-EXISTING REBAR
• GUY WIRE
CwV
C2.1
NC GRID
ID o COMPUTED POINT
Nqp 83 (2011)
D4 WATER VALVE
N/F - NOW OR FORMERLY
'FIRE HYDRANT
s O R/W - RIGHT OF WAY
� WELL
PROPERTY LINE
HARDWOOD TREE
PROPERTY LINE
SHEET KEY
� PINE TREE
1/2" - RIGHT-OF-WAY
ASPHALT
EIP - - - - -SETBACK LINE
CONCRETE
sD STORM DRAINAGE
WETLANDS
W WATER LINE
UNSUITABLE SOILS
135.Sg _ OVERHEAD UTILITY
�'I
198 WETLANDS
S28 6 / / �� \ PERMANENT EASEMENT
185.00, X FENCE LINE
`LO TREE LINE
I- S01 25'4g" W 793,3 210 MAJOR CONTOUR
24,472 SF
I R35' 123 43• 2 TOTAL 207 MINOR CONTOUR
w I I
U, (0.56 AC)
N/F
SIDS MILL PROPERTIES, LLC
TRACT 1 OF
DB 10080, PG 367
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C19
127.30
205.00
N26°23'41 "W
125.26
C20
75.44
205.00
N54°43'35"W
75.01
C21
194.32
255.00
N43°26'14"W
189.66
C22
100.65
255.00
N10°17'54"W
100.00
C23
100.65
255.00
N12°19'02"E
100.00
C24
100.65
255.00
N34°55'57"E
100.00
C25
105.76
255.00
N58°07'17"E
105.00
C26
95.37
255.00
N80°42'59"E
94.81
C27
30.77
25.00
N56°09'57"E
28.87
C28
140.09
50.00
S78°50'03"E
98.56
C29
78.54
50.00
S46°25'49"W
70.71
C30
335.22
205.00
S44°35'06"W
299.10
C31
225.44
205.00
S33°45'52"E
214.25
C32
30.29
25.00
N80°01'34"E
28.47
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C33
74.32
425.00
N50°19'50"E
74.23
C34
95.20
425.00
N61°45'27"E
95.00
C35
19.53
425.00
N69°29'27"E
19.52
C36
19.43
25.00
N48°32'42"E
18.94
C37
71.17
50.00
N67°03'29"E
65.31
C38
52.82
50.00
S41 °54'10"E
50.40
C39
48.30
50.00
S16°01'58"W
46.44
C40
68.68
50.00
S83°03'26"W
63.41
C41
22.96
25.00
N83°53'53"W
22.16
C42
127.19
375.00
S60°04'38"W
126.58
C43
44.91
25.00
S01 °06'01 "E
39.11
C44
114.26
255.00
S39°43'31 "E
113.30
C45
81.37
255.00
S17°44'50"E
81.03
228.24'
_ �N01 ° 1
- 25'49"E R50' 1 I 29 _W
I I \ _
Ta r'� l0 8124'
•o ERB S08°36'19"E 727.32' TOTAL
` 20,787 SF n to
Ci \ 12 (0.48 AC) 00 z 39.81'
♦ 1 1 I I I I N 40.80' 80.00' 151.99' 93.15'
p
` 27 1 I 35 N N 0
22,473 SF
o 1 1 1TI
o 23,762
21,617 SF /
o_ (0.52 AC) I / I I I I -1 \ -1 \
NOl
r' I ,�� �` �
2 � � W
I S01 °25'49"- � (0.55 AC)
(0.50 AC) �N0 rLO.'
r, ♦ 5 491, 1 135.00, \ `L 20' DRAINAGE
263.73, 1 \ / 00 EASEMENT
- _00
\
o N ♦ col I � \N7�. / \ / \ a / /
N/F o� 1 2 S�" C3 0
SIDS MILL PROPERTIES, LLC r 1 J ai 1 I �D) F G j 1 �9
TRACT 1 OF ` 26 I �o r,
DB 10080, PG 367 ♦ Ip r7 I I I 37 -� w w /� / c
♦ 20,864 SF o 1, wI O 00C14 r7 O) o o `� 0
to N 22,838 SF w i 4 o N o O
I r� _n 1 o I I 1 (0.52 AC) 39 z a 40 N 41 N 42 N 43 r
N01° I N ■♦ I to Z Z
I R35' I 21,461 SF I I
♦ SF
- 25 49"E- w 0 o I ■ ♦ N 20,136 SF 20,000 SF SF 227.20' ► `� o wl / I _j z (0.49 AC) (0.46 AC) (0.46 AC) (0.683AC) / / (0.73 AC)
♦ 00 =w I I 30 ■ ♦ I clq o
EIP o � ■ ■ � i � a � ► I 27,00o SF ■ ♦ I 34 �S2o°12'23"E
Z - 1 ` \ C� R35' R35' v \ 1g5.58'
\� \ \ 25 O j (0.62 AC) I 21,009 SF �6
z 20,594 SF I to I W a I ♦ (0.48 AC) 00
a' o f = I I I w \ \
(0.47 AC) 01 V 3 1 U`\ \ o \ \ \ \ L
\ W C) �� ► I _
LO L ♦ 21.49'32 W-
\ S01 ° i N S' \ \ 13 < \ \ 20,098 SF
1 25'49"�y- `� �183 9 \ ��m \ (0.46 AC) J C45 _ _ _ _ 80.00 _ _ _ 80.00' _ _ _ _ 85.00' _� 160.1- _ _
/ 185,30' 1�-135.0p,� \ NO \ - - - - N08°36'19"W 689.34' TOTAL °
01
/ oCq. 5.28 • G < \ / / PERCHERON PATH N78°15'59"W
� 53.32' TIE)
\ r 1 I ■ \ \ O \ / 11100,
50' R/W -PUBLIC STREET ,
1" EIP
\ (PINCHED) I 1 ! 33 \ \ fit^ �.\ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N08°36'19"W 689_34' TOTAL_
\ 1 /2" / I 1 O � ��` � � � / � 80.00' 151.60' / � 75.00' 80.00'
ERB N/F 24 � I 1 I �U� ■ 20,352 SF � � �9 � -
DOLORES G. EVERHART / rn I I , t',a t5 (0.47 AC)
\ DB 5347, PG 598 I • is \ C43� /
1 21,267 SF I ♦ � �6,, / � �� �� D
o (0.49 AC) I I I 1 I \ R30' / \ \ F / / \ F
\ _
1419°59'51W \ \ 38,903 SF 1 ■ / \ /'
/ \ ( )
/150.09'
- \ \ 0.89 AC ■ \ (� 20' DRAINAGE
♦ I (A R30' EASEMENT
03. \
I I \ IT1
\ to LO
/ O N N0 N a N 15 � N 14 �, N
o\ I w I 28,438 SF / O 0o O O
t'' 23 \ \ r0 (0.65 AC) / � 21,694 SF 20,000 SF 29,527 SF / / cv
N a`no \ 6' (0.46 AC 27,123 SF
20' DRAINAGE I `t I / r, r: (0.50 AC) ) (0.68 AC) (0.62 AC) 20,000 SF NO
SF EASEMENT r� (0.46 AC)
r-) CD
58 SF
�\ ` (0.51
C,AC)
'.1
' / i
N/F
/ SF
RANDALL ALLEN HALL, JR. (0.508AC) \ /� \`
5.98
& WIFE, /
BEVERLY G. HALL -
/ DB 2776, PG 469 �♦ \ C22
/ I ECM
♦ Cps h�
/ ♦♦� 21 I
I21,017 SF I
I ` \ N
/ 0 1
1 0
`� 20
N22�670•- \ I I 34,132 SF 1
(0.78 AC) rn
023 76� 0
LA
TOT �6' 1 w
CO-
LA
� \ N
\ I 6?
1 , \
986 .
� I N/F 2
�\ I PEGGY JEAN ALLEN
DB 5322, PG 315 \
` PB 59, PG 60
I ECM WITH \
1" EIP 1
(PINCHED)
2s6 AS 3>
/ .
♦ s
♦ ♦ CA2
1,144,170 SF
♦ ♦ (26.27 AC)
' 50
■
1 I
1 I
GRAPHIC SCALE
0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO �Z//
�Q�FESS/p'•.•�i
. S
AL _
sF•::' SURD:
iz,,jN' R'i►SE�c`,�C
b$•b�1.22.
REVISIONS
PROJECT NAME
TARRANT
ESTATES
SUBDIVISION
(ZERO LOT LINE)
DETAILED SITE
PLAN
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1827
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER
C-202