SW6230501_Plansheet - C2.1 Proposed Conditions/Site Plan_20230705 (2)

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4D DISK I 4Dsite
N 581,606.399
E 2,104,682.098ELEV
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NC GRID2NAD483 I I 1 solutions
(2011) civil engineering I land surveying
NAVD 88 I \ 1
409 Chicago Drive,Suite 112,Fayetteville,INC 28306
\ office 1910-426-6777 fax [phone] license number I C-2354
wwwADsitesolutions.com
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CURVE TABLE I N/F \ 1 ♦♦�����N11�'4RO����i��
ROBERT A. SCANTLIN & WIFE, �♦ Q ;' �S$/ '
DIANA L. SCANTLIN `9 i
CURVE LENGTH RADIUS BEARING CHORD I I \ •Q-� O,�
DB 4036, PG 313 4
C1 39.27 25.00 SO4°31'06"W 35.36 I I PB 2010, PG 240 1 AL =
57
C2 47.54 975.00 N50°54'55"E 47.54 I I I /
I ERB N/F
C3 105.61 975.00 N55°24'55"E 105.56 11/2" N48'12'01"E 435.84' TOTAL 15.73' CHARLES G. WILLIAMS 1 %',:••�.SURv,:J!`Q♦`�♦
C4 29.52 975.00 N59°23'08"E 29.52 I EPK ERB 110.03' 105.03' 105.03' 100.03' PCBF1 SLIDE 13711E 1 N/R Se��``♦
C5 81.83 1025.00 N57°57'57"E 81.81
C6 110.21 1025.00 N52°35'55"E 110.16 1
C17 105.20 975.00 S52°36'34"W 105.15
C18 77.47 975.00 S57°58'36"W 77.45 I I ��, 1 REVISIONS
06'
C19 44.00 1025.00 S59°01'24"W 44.00 I r'- 12g715, TOTAL 111. 1
I I N41°35'15"E
C20 100.50 1025.00 S54°59'05"W 100.46
C21 47.54 1025.00 S50°50'49"W 47.54
61.59'
C22 39.27 25.00 S85°28'54"E 35.36 I \
r7 42 F 1
O 40
I rn O 3 41 � O 3
1 26,397 SF O i� 25856 SF °i
(0.61 AC) - ,
! 25,585 SF 0 oD r7 39
°NO t`i (0.59 AC) 00 4 (0.59 AC) 00 05 -0 o
I o N o N 00
o N 25,350 SF
I z z z (0.58 AC) N
I � Z MI
N
CA
C2.2 I I 3 M �1
C2.1 ; I 0 38 N00
� I 00 o N 36 0
I I h11 25,844 SF o N z
m (0.59 AC) 37 25,817 SF z
z (0.59 AC)
LEGEND: SHEET KEY I 26,043 SF 1
Ec ECS O ECS-EXISTING COTTON SPINDLE M 1 (0.60 AC)
ECM-EXISTING CONCRETE MONUMENT Ci2.3 I -1 L 1
EIP Oa EIP-EXISTING IRON PIPE ; ENTRANCE SIGN -
EPK I O EPK-EXISTING PK NAIL EASEMENT I L PROJECT NAME
SRB
I
ERBO ERB-EXISTING REBAR �, 10' UTILITY EASEMENT
L
O SRB-SET REBAR I JIFR
�;� -
a COMPUTED POINT I � __ 85.00'_ __ __ __105.00__ __ __ 57.47 C21 I LA'S WAY
N/F - NOW OR FORMERLY o30' --�--- - --- �20 1
I I N49°31'06"E 247.47' TOTAL __
�C19 1
R/W - RIGHT OF WAY
PROPERTY LINE ;I N oo ADRV
o
_
SUBDIVISION
ADJACENT PROPERTY LINE
1 50' R/W (PUBLIC & UTILITY ACCESS) C17
TIE LINE ___ 15.00' 110.00'
RIGHT-OF-WAY I L N
- - - - - SETBACK LINE I °q R30' __ __ __ N49°31'06"E_247.47' TOTAL
OVERHEAD UTILITY I z *� 85.00' 105.00 57.47' �- C2 -- -- __
PERMANENT EASEMENT I ��'� 10' UTILITY EASEMENT oN
10' UTILITY EASEMENT C4 �� _
X FENCE LINE I 10'X70'
225 MAJOR CONTOUR I SIGHT DISTANCE �5 223 MINOR CONTOUR SPOT ELEVATION U) C6 x zzz.4�' � 110.00'BENCHMARKPP. UTILITY POLE rn NC GUY WIRE C D4 WATER VALVE I m U) 01 FIRE HYDRANT I mAl
DETAILED
ASPHALT Ml,,UNSUITABLE SOILS zm
Tj
SITE PLAN
m m 26,466 SF
II I it m I (0.61 AC) � � O w 3 w �
M ^ 25,780 SF O 4
00 M
M No N (0.59 AC) 26,142 SF N
N N (0.60 AC) o try O c° O w rn m
I tv I N N 26,012 SF °No N i� �`' M
(0.60 AC) N 26,047 SF aD O N N n
N oD N O
w
(0.60 AC) o NCO 211 SF N °'
I 1 N (0.58 AC) N 25,427 SF CLIENT
N (0.58 AC) 0 N
can
SHARPE FAMILY
INVESTMENTS LLC
- -� - -
- - - - - - - - 110.07' - - -J L - -� _
- EPK
1705 Page Road
1" EIP O = 105.06' 89.16' 15.91' Godwin, North Carolina 28344
(PINCHED) I � S51'29'25"W 304.29' TOTAL 105.10'
E R
WITH BOLT 1 I 1 R2B" 30' INGRESS/EGRESS EASEMENT 1"x1" 82.43' 27 67' Phone: [phone]
I 1 N 581,142.323 PB 2002, PG 969 IRON S51'59'52'W 203.44' TOTAL o 110.07'I 5312'
1 .
/2" 56.94'E 2,105,136.510 STAKE EIP S51°36'34"W 190.86' TOTAL
NC GRID NAD 83
I (2011)
1/2"
- ERB
I I �- "/
N/F 325.5319 OTAL PROJECT INFORMATION
1 I NINA F. SHAYNE 1"x1" 1
N p0 SITE I PC FDB 11SLIDEG137$B STAKE I;6 1
I DESIGNED BY: BRETT
s f\A
- DRAWN BY: BRETT
N/'1 MICHAEL POPE & N/F CHECKED BY: SCOTT
SONYA POPE GURKIN LUKE HOLDEN JACKSON &
N 2 I I , CHRISTOPHER DAVID JACKSON
DB 3700 PG 730 PROJECT NUMBER: 1924
co DB 3240, PG 416
PB 18, PG 16 PC F, SLIDE 584-A
°^^,, I 1 T'0 1
DRAWING SCALE
o
Qo ECS p
o� m HORIZONTAL: 1"=40'
rn V 1 00
1/2" 4 m
I I ERB D z-1
1 I ,'1 B�� 1 DATE RELEASED
GRAPHIC SCALE ' ' - -
910
I 1 N/F 1
40 0 20 40 80 160 I TANYA M. STANLEY
s 1 I JUNE 1 2023
DB 3461, PG 426
1 1 I I PB 2018, PG 347
2 I I 1
a ( IN FEET ) I I SHEET NUMBER
E 1 inch = 40 ft. 1 I 1
1 I
N 1 I 1
W
Q ECS
1 1
4_ I ■
1 I
m` 1 1/2" -