HomeMy WebLinkAboutSW6230501_Plansheet - C2.2 Proposed Conditions/Site Plan_20230705 (3) ■
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solutions
civil engineering I land surveying
1 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
office 910-426-6777 fax 1910-426-5777 license number I C-2354
CURVE TABLE
wwwAD site solutions.com
281.43'
CURVE LENGTH RADIUS BEARING CHORD
C7 39.27 25.00 N85°28'54"W 35.36
PP I1 C12 30.77 25.00 S05°13'03"E 28.87 _
1 C13 61.55 50.00 N05°13'03"W 57.74 20' DRAINAGE I ����-(N CAROB
�.... ..
EASEMENT NN Q' •• ° • ���
LO
C14 78.54 50.00 N85°28'54"W 70.71 312.99' �I ^ I `��0���ESS/0•,� �i
00 �Q� <�
C15 78.54 50.00 SO4°31'06"W 70.71
TOTAL / � ° I \ Q I � 57
z _
C16 39.27 25.00 N04°31'06"E 35.36 N41°35 100 975 / I I 35,486 SF
15 E
1
\ 29 / (0.81 AC) i(p��••� SUR`41
100.9T
�FgIV R i lSe��`````
1 O � /�--
_ 31,502 SF ��•�I •
(0.72 AC) / .`° \�'i \ LEGEND:
100.97' F EC
00 / j �; \ I ECs0 ECS-EXISTING COTTON SPINDLE Ad
00
106.01 I � � M® ECM-EXISTING CONCRETE MONUMENT
/ / \ EPOO EIP-EXISTING IRON PIPE
K
O EPK-EXISTING PK NAIL REVISIONS
_ I R50' 1 N49°31'06"E ERBO ERB-EXISTING REBAR
J o 221.48' sRBO SRB-SET REBAR
o a COMPUTED POINT
> S49°31'06"W i° / �I
1 260.00' / I N/F - NOW OR FORMERLY
_ I R/W - RIGHT OF WAY
PROPERTY LINE
z I I ♦ / 27 ADJACENT PROPERTY LINE
m Q 1 � � - TIE LINE
~o \ 30 I / 26,211 SF RIGHT-OF-WAY
rm 0 26,000 SF o R50'G^� (0.60 AC) - - - - - SETBACK LINE
� o (0.60 AC) I o I / - OVERHEAD UTILITY
Cn_ 00 o I a PERMANENT EASEMENT
10 I X FENCE LINE
00
� rn OD 4 0 1 N 225 MAJOR CONTOUR
O N OD o z N I I o00 0 1 M 223 MINOR CONTOUR
D m O N cNL 10 x 222.47'SPOT ELEVATION
N o N z 1 N N49°31'06"E
O 33 O z BENCHMARK
� z 34 32 � 266.59' RR
00 35 27 788 SF S49°31'06"W 0 UTILITY POLE
0 26,395 SF (0.64 AC) 29,181 SF 260.00' 00 C GUY WIRE
WV
26,216 SF (0.61 AC) I z (0.67 AC)
(0.60 AC) I z D4 WATER VALVE
-,0-1 I 26 I FIRE HYDRANT
w I I L ASPHALT
N 1 I 0 26,426 SF
31 w . 0o I 1 00 (0.61 AC) 0
10 0 UNSUITABLE SOILS
I I o
o \ 28,466 SF co I 1 PROJECT NAME
o (0.65 AC) o I I 20' I
J
o . 1 I 1 !
1L I LA'S WAY
L _11 N49°31'06"E
261.93' SUBDIVISION
- 10' UTILITY EASEMENT G��o/ 1
__ _105.00' _ 100.00' _ 100.00' _ 100.00' 235.00' _ ' R30' I
N49°31'06"E 765.00' TOTAL
N I I
,2i I - 25
3 o BOSTON RIVER DRIVE 20' 75' 20' 0 25,960 SF
`lj 50' R/W (PUBLIC & UTILITY ACCESS) \ 00 I (0.60 AC) I o
' - - - - - - - - - - - - - - Io 0
2 _ __ __ __ __ N49°31'06"E_540.00' TOTAL _ MAIL KIOSK AREA __ N49°31'06"E 110.0_0'_TOTAL R30 I
1.
110.00' 110.00' 105.00' 105.00'
1 10' UTILITY EASEMENT N68°48'30"E N49�31'06"E 75.00' C�� 1
1 N30°13'42"E 1 L C2■�
21.19'
� �21.19' N49°31'06"E 2.1
UTILITY POLE
TO BE RELOCATED j 1 257 27 DETAILED
12 I < SHEET KEY
00 1 01 I 24 I SITE PLAN
1 0 34,964 SF 1 C0 1 O C2.3
1 M (0.80 AC) I U I 0 25,494 SF
1 00001 0 l (0.59 AC) I o
�I w1
J
co Irti • W ~ \ N N
w co \` POWER LINE TO BE I �I
1� co O ao 00 10 -0 RELOCATED OUT OF LOTS I co �I
25,815 SF o N ;� M O 0 ,� 11 N CLIENT
10N0 (0.59 AC) 26,195 SF O N o N m N4931'06"E
0 N (0.60 AC) N 20 580ACF W 25,713 SF 0 M 252.61'
N ( )
(0.59 AC) N S49°31'06"w � o � SHARPE FAMILY
0 250.00'
r
N 1 m I I- o INVESTMENTS LLC
1 1 0 1 C 23 I
1 I ~o uNi _0
I oo 26,267 SF N N/F
13 0 �ci I D (0.60 AC) I
1 0 1 o N o JOHN A. WILLOUGHBY, JR. & WIFE,
N o f I m w CLARICE L. WILLOUGHBY
o \ (0.606 SF 'AC) I 0 CO z DB 3858, PG 1
I I I � 1705 Page Road
`O i I Godwin, North Carolina 28344
1 PosT I Phone: (910) 985-1139
110.05' O I N I N49°31'06"E
110.05' 1 247 72'
48.48' Oo 56.5T 1 1 p 0 S I TF
S51'19'03"W 325.53' TOTAL 105.05' 45.98' S49°31'06"w PROJECT INFORMATION
30' INGRESS/EGRESS EASEMENT EXISTING S51°21'33"W 207.60' TOTAL I so
PB 2002, PG 969 BOLT 1/2" 204.05'
ERB IN
1 CONCRETE I 1 I G+
Q I I m 22 DESIGNED BY: BRETT 1 � : o
I DRAWN BY: BRETT
o
I I l0 25,753 SF
z 1 1 0 I (0.59 AC) I o ^, CHECKED BY: SCOTT
LLJB W l I I Q I I I ���^ PROJECT NUMBER: 1924
IJ 14 w I QO
N N/F r . col I �'
LAURA B. TYLER SMITH N 25,069 SF N
00
o & HUSBAND, oo I (0.58 AC) F- I �I I � � V
DRAWING SCALE
a toDANNY KAY SMITH rn
N/F o v DB 3719, PG 226 o
LUKE HOLDEN JACKSON & WIFE, I N PB 2010, PG 260 1 N49°31'06"E 242.82' HORIZONTAL: 1"=40'
0 MARIA G. CORIA JIMENEZ ° p
DB 3992, PG 79 I 161��
0
DATE RELEASED
> GRAPHIC SCALE _ _ _ _ _ _ _ _ S49°31 06 W 190.91
40 0 20 40 ao iso
MATCH LINE- SEE SHEET C-2.3 JUNE 1, 2023
a
T
2 ( IN FEET ) SHEET NUMBER
E 1 inch = 40 ft.
4
N
W
Q -202
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