SW6240105_Plansheet - Proposed Conditions/Site Plan_20240424 (5)

4Dsite
"'s�1644=w
S72'18'26'W - 125.00 solutions•
I 'V661840 ��6� -52.20' r civil engineering I land surveying
409 Chicago Drive,Suite 112,Fayetteville,NC 28306
office 910-426-6777 fax [phone] license number I C-2354
wwwADsitesolutions.com
30' POWER I I \ \ 115 S25'26'48"E
EASEMENT `� I $2� / \ 78.41' TIE
2s,772 SF
N8834'43"E� \ (0.61 AC) /
I 90 56.79' TIE
I30,288 SF / / / \ CAR' //I
(0.70 AC) / :) �' / 5933 SFF oo '\ �i '� / / / �S7�. �J pR..•�ES3/•'Z//���i.
s 1� / \ \ \,v`O•v`, / 2g'1 Z R. •••• ••0 C•• i
6F�� h'FF�, � ���. aE2o4ps' :ate AL
_
c,`O^. / 57
N88'55'36"W J 20' I \ 561$ \ 2s,1OF \ /. .I. %�'••••�•SUR`�,:•'
- - 200.00' (0.58 AC)
cgN R••S��J��
r - -
Ld
PP DRIVEWAY TO I 77 1 \ \ J, / .1
•� 3 BE RELOCATED I I I I I Q 1 28,601 SF 1 // / 60 • . �_ . - f�.� L.��,�y.
i o I I I rn (o.ss AC) 0 \ 69 \ \ /� 29,862
ss2AC w`O o i o` �J�f
0 1 �._ 1 1 1 \ �� 25,246 SF /. / / 0� '
o Q I � rn \ O. (0.58 AC /'G°��� J, ��
N 89 N I o f I -�I ��� �\ ( ' ) \ \� i G I REVISIONS
25,000 SF 1 \ S ��\ / 0� / �� _ h O
TO BE (0.57 AC) I c,) I L_ - - - _ _ - - 0
3 RELOCATED 1 I S88'55'36"E \ / / /�Q�$i �� / / \2 j� �6' \ / A)
F - - N�
N88'55'36"W I NI I / / R30' 10' UTILITY &
wN rr - - - 200.00 - ofo I I RAINAGE
N 68 \ \i v:o-\ •Q�$ �O�P� EDASEMENT \� (69,4207 AC)
o I o1 25,672 SF N6/ �O� 61 1
cn a I fn 0. o (0.59 AC) 10' UTILITY & � `L� R30'
SF
0 N 1 I I I I of I 78 I o z EASEMENT ��$20 DRAINAGE �� GO��G���1 �C�S 20 ��\ \ (o.607AC)
o Lo
hm o I l 25,866 SF "' 1 o 55 �,OC����� �P� •� �� \ / ��/ '� � 30 �o ���..�
I- I I (0.59 AC) / O �?
0 l I 65/ �� fy ( / 0- \� / ■ r
w `n 88 0, I I L _ �O \C 6�i /� \ o" S\r'�\ \ /
25,000 SF �10 Vol
� \A1
6(0.57 AC) 01 �Q $ . r �\ p�P ti s
I1 I R30'�` - . . - . . - . . - . . - . . - . . - . . .� =C��� 5Q Sg9�` , � \<� G�y� � ` \.�
} Ile
N88'55'36"W 175.00' 616.� yi1'.�9. O ' \
3 N88'55'36"W L I o / \ \ �� G�iOj RA /\ 62 \ �Q
o _ _ _ 200.00'_ _ I a C/'IfO,. / \ \ A. of \ D u•
Q 3 �' I \ 10' UTILITY &\ \ O \ v 9< \ 31,3s8 SF \
N88'55'36"W 175.00' C77 /\ DRAINAGE \ \ 65
a I R30' -_- __ __ ��� 0 X?0\0'
(0.72 AC)
F' ~ 1 � . . - . . - . . - . . - . . - . . - . . - . . - . . ` \ EASEMENT 25,778SF n �iPJ, \ r \
N 1 1 w I I / - - - - - - / \ �\ (0.59 AC) v J \ / \
2. - - / R50'
cS
87 w Mi I 1 F 10' UTILITY & \ \ \ g0 -
- I 25,00o SF
1 F I I r- I I DRAINAGE \ \ I ^I o - - -N89'48'23"E
N 1 (0.57 AC) 1 1 3 I 1 0 1 EASEMENT \ \ o
PP F. I O I I I 238.68' PROJECT NAME
o �I I N o1 79 i o0 i \ \ \ J W / / - S29'48'23"W
Z o I I of 1 (0.59 AC) I \ \ 66 \ \ /��^ / $
L - - - - - - - - L I I 1 \ 79,810 SF \ �/ �.11 ` /
N88'55'36"W I ,2 - ELYSE
200.00' (1.83 AC) \\�� \�72 / / /
- -
L 200.00' - J 1 90,005� o� \ �o•
1 MEADOWS
iI i F_ - - S88'55'36"E - - - (2.07 AC) \ \�j- \� \ 24,690 SF
1 \art - \} \ SA (0.57 AC) /
0I - \R�o \>>° \ �� SUBDIVISION
LO I I \N _
N 2s,000 SF L0 I ' I 1 \ \��o 1oo F \ / / `�� Ei LEGEND:
1 (0.57 AC) i I N INI
o0 0 -A \ \ ' 0 EIP-EXISTING IRON PIPE
Ld 1 80 1 \ �< \ \ \ / ��'/ ERGO EPK-EXISTING PK NAIL
1 I a I 25,0000 SF I \ \. v �C O ERB-EXISTING REBAR
L I I I 1 (0.57 AC) \ \ \ V A 64 ��� a COMPUTED POINT
- - -N88'55'36"W I 0 1 \ � V 35,468 SF / N/F - NOW OR FORMERLY
200.00' U I 1 \ �\ �� (0.81 AC)
- - - - Z 1 \� �. s \ / R/W RIGHT OF WAY
1 a o I L 200.00' - - - L \moo 00 PROPERTY LINE
1 m o I .O A %�,, ��� ADJACENT PROPERTY LINE
U v r - -co S88'55'36"E - - - rn\ \��� \ \ - TIE LINE
I I \ vc, V / �1� �G� -- RIGHT-OF-WAY
1 1 ; ! �I \ ��� �P DETAILED
w� WATER LINE
0� 1 °�° �� V Asue \ �rL OVERHEAD UTILITY
�� �� A ?� A / - CREEK
1 ��, I 81 \ \� SITE PLAN
WETLANDS
a \ 3o' 3o' 30' VEGETATED BUFFER
1 85 1 10I I 25,00o SF N NI \ \ EXISTING EASEMENT LINE s0
92,791 SF '� {N 1 (0.57 AC) \ �U
(2.13 AC) 4 1 I \ \ l\
X FENCE LINE 5 ri
1 1 , I I I U)I TREE LINE a
CD 84 er N
0 1 '�I 20' I L 200.00' L \ \ g77`20,26"W 113. 230 MAJOR CONTOUR
1 10' UTILITY & ! �' - I I - - S88'55'36"E - \. 232 MINOR CONTOUR
I x 234.47'SPOT ELEVATION
DRAINAGE I � - - - �
EASEMENT = I \ BENCHMARK
i I I 1 �, I i \ \ 5�E SIGN CLIENT
6 - I l w a� ©TRANSFORMER o
1 10;w 1 \, / HQ)* STREET LIGHT
50' - INI� 82 \ \ / °� PP• UTILITY POLE o TRIANGLE LAND
0 � I 1 SF CN ^>^ (- GUY WIRE o
(0.570AC) ❑T TELEPHONE PEDESTAL PARTNERS LLC
0 N WATER VALVE CD 7
, FIRE HYDRANT z
R50, L - _ - - - - J IJ WATER METER
200.00' N88'55'36"W 250.00' ASPHALT
�l - - - - - - -i CURVE TABLE CURVE TABLE WETLANDS
^� �UNSUITABLE SOILS
\ _ / C / 1 CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD PO Box 5548
C67 125.59 375.00 S28'06'21"W 125.00 C97 39.27 25.00 S43'55'36"E 35.36 Cary, North Carolina 27512
I \ r o < i Phone: [phone]
C68 110.68 375.00 S46°09'20"W 110.28 C98 105.07 205.00 N15'45'24"E 103.92
I
C69 37.00 25.00 S12*12'32"W 33.72
( O 10' UTILITY &\ \ 83 1 C70 26.18 50.00 S15*11'37"E 25.88
3/4" DRAINAGE \ s\ 28,053 SF C71 43.63 50.00 S24'48'23"W 42.26 PROJECT INFORMATION
ERB r- EASEMENT (0.64 AC)
Q w� \t ss C72 87.27 50.00 N80'11'37"W 76.60
� o DESIGNED BY: CALEB
1 �,3 ! fit" \ / / C73 61.55 50.00 N05'04'15"E 57.74 SHEET KEY
m $
N o' 84 \ \ / C74 30.77 25.00 N05'04'15"E 28.87 DRAWN BY: CALEB
N Z.'^ N' - 26,621 SF \ \ / 0� C75 39.27 25.00 N75'11'37"W 35.36 •1 CHECKED BY: SCOTT
O I �l < (0.61 AC) \ 1QR
1 p c,� C76 38.50 255.00 S64'07'56"W 38.47 PROJECT NUMBER: 2000
3 N ' C77 100.65 255.00 S79°45'57"W 100.00
24
' " �� C78 39.27 25.00 S46°04'24"W 35.36 • C2.3 C2.2 DRAWING SCALE
o ! �� C79 43.63 50.00 S26'04'24"W 42.26
0 / N7g55p4 C80 43.63 50.00 S76'04'24"W 42.26 HORIZONTAL: 1"=60'
0 36„
o ~ W 214.46• Tp 5g 42, W 110 g5 C81 131.36 50.00 NO3'39'44"W 96.71
C82 30.77 25.00 N36'20'16"E 28.87
o TOTAL � 5�6'Q4 24
�' �o DATE RELEASED
"� C83 100.65 255.00 N12'22'52"E 100.00 GRAPHIC SCALE
w
C94 207.70 325.00 S30'01'46"W 204.18 APRIL 22 2024
60 0 30 60 120 240
0 � ' C95 65.05 325.00 S54'04'20"W 64.94
a �•
z .i� C96 111.87 205.00 N75°26'24"E 110.49 SHEET NUMBER
Ly N �,! ( IN FEET )
I inch = 60 ft.
a
:000
� � ♦ � ■
4
J M4
F