SW6220602_Plansheet (C-2.1) - Proposed Conditions_Site Plan_20220810

► LEGEND:
► ECM® ECM -EXISTING CONCRETE MONUMENT
N/F EIP Oo EIP-EXISTING IRON PIPE
► SONS DBNDY 496ROBIN
455 ESON IS 0 EIS -EXISTING IRON STAKE
O ERB-EXISTING REBAR
o
o COMPUTED POINT
N/F -NOW OR FORMERLY
NC GRID Nqp 83 (2011) R/W - RIGHT OF WAY
► s PROPERTY LINE
pay ADJACENT PROPERTY LINE
SHEET KEY ► - - - RIGHT-OF-WAY
-SETBACK LINE
So STORM DRAINAGE
► w WATER LINE
OVERHEAD UTILITY
► - - WETLANDS
PERMANENT EASEMENT
► X FENCE LINE
TREE LINE
3/4" 210 MAJOR CONTOUR
S08°36'19"E 727.32' TOTAL EIP 207 MINOR CONTOUR
90.00' 90.00' 181.38' 34.73'
12.81' / 102.67'
120.00' 140.00' S05°25'08"E 878.01' TOTAL
x 208.47' SPOT ELEVATION
BENCHMARK
PP • UTILITY POLE
C GUY WIRE
wv
N WATER VALVE
XQK�FIRE HYDRANT
WELL
HARDWOOD TREE
PINE TREE
ASPHALT
0 CONCRETE
0 WETLANDS
= UNSUITABLE SOILS
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
39.27
25.00
N82°57'47"E
35.36
C2
110.65
255.00
N50°23'38"E
109.78
C3
239.06
275.00
N37°55'14"E
231.61
C4
88.48
275.00
NO3°47'55"E
88.10
C5
39.27
25.00
S50°25'08"E
35.36
C6
90.41
275.00
N86°00'03"W
90.00
C7
90.41
275.00
N67°09'53"W
90.00
C8
50.07
275.00
N52°31'51"W
50.00
C9
18.59
25.00
N68°36'51"W
18.16
C10
47.40
50.00
N62°45'23"W
45.64
C11
78.54
50.00
N09°24'04"E
70.71
C12
67.16
50.00
S87°07'08"E
62.22
C13
47.52
50.00
S21 °24'51 "E
45.75
C14
24.33
25.00
S22°04'30"E
23.39
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C15
142.89
225.00
S68°09'14"E
140.50
C16
35.62
225.00
N89°07'01"E
35.59
C17
39.78
25.00
N38°59'47"E
35.71
C18
87.13
2475.00
N07°35'48"W
87.12
C46
113.45
2525.00
S07°19'05"E
113.44
C47
26.98
2525.00
S05°43'30"E
26.98
C48
8.73
325.00
SO4°38'58"E
8.73
C49
75.17
325.00
S02°44'45"W
75.00
C50
75.17
325.00
S15°59'51 "W
75.00
C51
80.20
325.00
S29°41'35"W
80.00
C52
147.83
325.00
S49°47'37"W
146.56
C53
88.95
205.00
S50°23'38"W
88.26
C54
39.27
25.00
S07°02'13"E
35.36
F -1 F -1 F L 100.00' -
86.72 24.01' \ I
120.70' ° - 1" EIP /
_ (PINCHED)
F� N/F /
20' DRAINAGE I I I I CHAD L. STARLING /
EASEMENT DRAINAGE DB 8981, PG 770
I I /
o �/ 20' EASEMENT--,.,,. I I
w I 1 1 /2"
LO N w Lii / S� S(P- X EIP
W N O N O -0 0/� N / -00
O O
: 44 N 45 N 46 / ^`� / ^n `* o
N z z / 47 00 i 48 N 49 M o • N b w i \ O
22,500 SF I 22,500 SF 1 34,931 SF O i O z 50 51 � 0 52 w '`s6' / \
Z (0.52 AC) ( ) ( ) 25,336 SF i I 00
00 `� o �r o `� N '
0.52 AC 0.80 AC 20,939 SF 30,000 SF N i� LO O \oA< / \
(0.48 AC) (0.58 AC) i I 35,000 SF 00 25,000 SF LO 53 iV
(0.69 AC) (0.80 AC) I Z (0.57 AC) 00 N (0.481AC) CN00
26,992 SF ' ^o
31,715 SF ryM h� ° EIP
(0.73 AC) ^ a
19.20' 10' PWC UTILITY
_ EASEMENT
90.00' 90.00' 85.00' C46 - I� 55 N F
N08°36'19"W 689.34' TOTAL - - C4� - - 7� - I O / JAMES /
120.00' � / OLIVER
\ / 29,525 SF JACKSON, JR.
- - - - 140.00' _ (0.68 AC) / DB 9292, PG 160
--�--- _ __ C48 \
N05°25'08"W 504.30' T 100.00'
71.27'
53.32''5 E PERCHERON PATH
53.32' TIE 50' R W -
/ PUBLIC STREET
20' 75' � �
_ N08°36'19"W 689.34' TOTAL 20 \ 0 \ / ♦�
kp
�tK os
80_00' 181.64' 41.10' C18 0♦ "��_ _ _ - - N _08"W 207,15' TOTAL MAIL KIOSK AREA rp-
10' PWC UTILITY ��♦ /�,� 175.00'
32.15' EASEMENT 75.00
- - N05°25'08'W 132.15' TOTAL
� - � ' 32.15'
n -1 / / N05°25'08"W 100.00' 06
N13°52'16"E N24°42'32"W ryo \S� ♦♦`
t1
I 21.19' 21.19'
1 ♦\ ♦ ■♦��♦'00
m t`♦z
o ooOII ICo0 20,866 SF L
rT1 20' DRAINAGE 21,421 SF 1~Q I HFT1 EASEMENT (0.49 AC) 10w (.) I
♦♦` 1 0
o 0o ♦ ♦ ■ `
f=T1 O o L o ♦ 68,308 SF "
FT1 0o 3 of V o S05°25'08"E- � o \ I (1.57 AC) ♦♦ "
N - o N05°25'08"W- I^ Z r° 1 N `� I a G�♦ \
N Q198.16'- F
LO
It p 31,229 SF
U) 20,000 SF 31,724 SF 0 o 1-'0 fL M b I I ♦� ♦ z (0.72 AC) o`v I
(0.46 AC) /ca "� / cn o I Lo o fn a / rn �� ■
0 Ile
20,938 SF
C) I 1 I 20,000 SF ■ ! \ ♦ "
\_VARIABLE DRAINAGE
EASEMENT
--Np33g1pE S05°25'08"E- ♦
� ■ O
0 227. 70, U-200.00'-
c0
1 1 I N05°25'08"W 125.00'
/ ■ I \1 Ls"� SIGN
EASEMENT ♦ "/ ""
80.00' 72.16' Iv I ■
S08°36'19"E 538.76' TOTAL � � / / I ■ \` ` � "/
' \ / /22,041 SF , ■ \ C54
/ \ 27,639 SF / / / (0.51 AC) hM ♦ ' ♦♦ " "
\ Z'r- (0.63 AC) /^h ` R35'
00 F / \ 32S 0 / ' < N/F
\ �/ // ��4•Sg? �\ ♦ / 10'X70' 1 �R35' �QP "" RAYMONDLWIFE,
KATHYL. CHAVIS
' a \ / / V/ / \ \ ♦ ■ SIGHT\, �� 1., DB 5990, PG 893
�'/ �� � / / \ _ / ' ■ TRIANGLE � ° EP PB 99, PG 160
♦ ♦ C13 C14
♦♦��♦♦' ■ / R35' S A� ■ �Q� 0� "" EIP \ \
22,041 SF ro ♦ ' CA2 " "/ \ \
' 26,352 SF I N/ (0.51 AC) '� ■ " \ \
(0.60 AC) I vi R35' 1,144,170 SF
R35' \ / +�� , ■ (26.27 AC)
0000
00
♦♦ zP_VARIABLE DRAINAGE \ /
EASEMENT �g6 Cl-1- \ / , ■ " "
a� / \ • \/ ■ / N/F
29,356 SF ' " ADAM GLENN ALPHIN
O ■ /" DB 9943, PG 500
�0 / ■ GRAPHIC SCALE
\ 30,537 SF n ■ ' / 50 0 25 50 100 200
\ CO
9< a0- � - ■ \V \V � � � � \ ■ // " ( IN FEET )
213.60'- 338.56' TEIP
-TOTAL / 1'
S15°02= i
\
♦
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4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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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-201