SW6230605_Plansheet - C-2.2 - Site Plan_20230705

■
sl e
solutions
CURVE TABLE civil engineering I land surveying
1 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
CURVE LENGTH RADIUS BEARING CHORD office 910-426-6777 fax [phone] license number I C-2354
1 wwwADsitesolutions.com
C5 39.27 25.00 N18°50'34"E 35.36
C6 39.27 25.00 N71°09'26"W 35.36 MILL 50' BEYOND
TURNING LANES
C7 39.27 25.00 S18°50'34"W 35.36 __ _ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ 1.5' PS (TYP) __ __ __ __ __ __ __ __ --FOR SMOOTH TIE - -- -- -- -- -- -- -- -- -- -- -- -- --
C8 39.27 25.00 S71°09'26"E 35.36 1.5' PSG` N N -N WHITE EDGE LINE 550' `����� CAR
C9 21.03 25.00 N39°44'52"E 20.41 1 = _ -_ ��� �.•�_;'SS O�
N N....... .
EPK SHADY GROVE ROAD EPK O . /
EPK N N EPK N �r�`�r--______. 60' R/W - PUBLIC STREET
C10 50.78 50.00 N44°44'52"E 48.63 = _ _ 4
(SR 2050) AL
N .N =N N
C11 69.81 50.00 S66°09'26"E 64.28 11 457 -
as
C12 69.81 50.00 S13°50'34"W 64.28 _..i N --- - - -- Aa-- -13C - ENL200'-- - -- T -F�s�-- ----..__220' ---- -- -- , -- -- --... -- - - --- --- - - -- -- -- --
- - -TT - r-�Ll/= .. -T- i 2° ;d'••••� SURv.�••1�,����
/ / 1/2" 1/2" 1/2 � � ••.....•• �
C13 50.78 50.00 S82°56'15"W 48.63 _-4' PS __ 130'_- ERB�� R R30'��__ __ -- ERB - -- -- -- -- -- -- ERB -- __ -- N63°50'34"E 956.03' -- ERB -- -_ -- -_ -- -- ERB-- -_ -- -_ -- -- ERB ����IV R.S���````
C14 60.30 25.00 S42°56'15"W 46.71 1 �'6� �G�
C66 39.27 25.00 N71°09'26"W 35.36 1 PROJECT SIGN " 1.0
C74 39.27 25.00 S18°50'34"W 35.36 - - - - - -o o- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
0 0
1 L0
C75 39.27 25.00 N71°09'26"W 35.36 NI N N63°50'34"E 962.97' TOTAL
REVISIONS
C83 39.27 25.00 S18°50'34"W 35.36 75.00' 80.00' 80.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 98.52' 109.44'
C84 39.27 25.00 N71°09'26"W 35.36 -1 F_ -1 1j< << 0
< F -1 F -1 F -1 F -1 F -1 F -1 F -1 F -1 F
-1 F_
Io 00
0 o f`° `° 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
31 I I I
coo . 3 0 3 0
0 io 12,555 SF
'4 io io io H-00
io io io io io i0 0 ^ I
O O O u N N O 0 O 0 O O OO O O O O O O O O O O O o
3 19 `� 0 20 0� 0 21 `4 0 22 N o 23 N o 24 N 0 25 N 0 26 N 0 27 N 0 28 N 0 29 N 0 30 N 0 (0.29 AC) c0
0) 0 o 0) rn 0) 0) rn 0) rn 0) rn
N o 0 1. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0
12,000 SF c0 12,666 SF 1 N N 12,666 SF co 12,000 SF co 12,000 SF co 12,000 SF co 12,000 SF co 12,000 SF co 12,000 SF co 12,000 SF co 12,000 SF co 12,000 SF c4 r7
N N N N N N N N N N N I
o (0.28 AC) z (0.29 AC) I z z (0.29 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z (0.28 AC) z 20,480 SF LO
LO
Z l (0.47 AC)
35'
L LI / I
EASEMENDRAINAGT LALLLLLLLLL ok
10.00' \ I
�,`�� �C'8 5' UTILITY EASEMENT
- . . 75.00'- . . - . . -55.00'. . . 1. . . - . . -55.00'. . . - . . - . . -75.00'. . - . . - . . -75.00'. . . - . . - . . 75.00'- . . - . . - . . - . 75.00'- . . - . . - . . - 75.00'. - . . - . . - . . -75.00'. . - . . - . . -75.00'. . . - . . - . . 75.00'- . . - . . - . . - 75.00'- . . - . . C9 ♦; -ATE S
N63°50'34"E 740.00' TOTAL
ROAD B 1 N63°50'34"E b
N20 26'48"W 50.25' TIE HCR z
(TYP) 50' R/W - PUBLIC V)i 3>S 1
R27.5
R27.5 STREET & UTILITY ACCESS R27 5 R .83' kn
F-N63°50'34"E 270.00' TOTAL (TYP) _ _ __ N6_3°50'34"E 27_0.00' TOTAL (TYP) _ _ __ N6_3°50'34"E 270.00' TOTAL (TYP)
75.00 60.00' cs� ��UK 60.00' 75.00' 75.00' 60.00 �,�` �� 60.00, 75.00' 75.00' 60.00' ���,�` ��� PROJECT NAME
DRAINAGE 6 G. SI G �sr
F
EASEMENT DRAINAGE
F F F F EASEMENT \ 3 I O�
: 1 ) MITCHELL
01
I I v
1 3 I I I1 3 I I I1 3 I 33 I M =
co 0 . I I co 0 . co 0 . co 0 . I 1 CO -0 co 0 . co 0 . I I 18,403 SF 00
13 192 N 0 193 I I I 194 N 0 195 N 0 226 N 0 227 I 228 N 0 229 N 0 261 N 0 262 I N FARMS
°' 0 0' 0 0' 0 °' 0 I I °' 0 °' 0 0 0 I 1 I w l (0.42 AC) I
N 0 0 0 0 0 0 0 0 0 0 0 o co o co o co o I 1 0 0;
12,000 SF co 13,466 SF 0 0 13,466 SF i0 12,000 SF co 12,000 SF co 13,466 SF o 0 13,466 SF co 12,000 SF co 12,000 SF co 13,466 SF o 0
N N N N Sri ui 0.31 AC z 0.28 AC z 0.28 AC z 0.31 AC 34 � .
o (0.28 AC) z (0.31 AC) � L (0.31 AC) z (0.28 AC) z (0.28 AC) z (0.31 AC) I I ( ) ( ) ( ) ( ) O )
z I I I I I I I 14,821 SF rnLU
(0.34 AC) I I SUBDIVISION
Q
w w
1 I I 29 I I 29 1 I 29 I I w
.Q
75.00' 85.00 I 85.00' 75.00' 75.00' 85.00' I 85.00' 75.00' 75.00' 85.00' I N63°50'34"E
N63°50'34"E 160.00' I I 1 N63°50'34"E 160.00' N63°50'34"E 160.00, 1 1 N63'50'34"E 160.00' N63°50'34"E 160.00' �? 200 50'
c�i 1 i z I 1 1 I I i0
U 0 1 0 I 10 1 0 2 w-o I 10 2 0 2 0 0
91 96 25 Q 1 1 30 60 I I 35 DETAILED
to 01 10 0 No 0 0 0 0
L0 01 1 0 0 Sri 0 Sri Sri vi
w 12,000 SF z 12,000 SF 12,000 SF w I I 12,000 SF 12,000 SF 1 1 14,867 SF
(0.28 AC) w I (0.28 AC) (0.28 AC) (0.28 AC) (0.28 AC) I I (0.34 AC)
w L- � N1 ...............
I L- � L- � ' L- � SITE PLAN
w N63°50'34"E w l 1 I N63°50'34"E N63°50'34"E 1 1 N63°50'34"E N63°50'34"E I I I N63°50'34"E
1 160.00' i 160.00' 160.00' 160.00' 160.00, 1 1 i 195.95'
W 30" MOUNTABLE CURB
I I (TYP)
0 01 10 231 0 259 01 10 _
0 190 'n C01 1 0 197 0 224 0 o O o O o 1 1 0 36
LEGEND: _ L L uli � ui ILO
ECM U 12,000 SF I I 12,000 SF 12,000 SF I I 12,000 SF 12,000 SF 14,526 SF
® ECM-EXISTING CONCRETE MONUMENT
ERB (0.28 AC) 1 1 (0.28 AC) (0.28 AC) (0.28 AC) (0.28 AC) (0.33 AC)
O ERB-EXISTING REBAR I I I I I I I CLIENT
o COMPUTED POINT '
N63°50'34"E I � N63°50'34"E N63°50'34"E N63°50'34"E N63°50'34"E 1 1 N63°50'34"E
N/F - NOW OR FORMERLY _ 0 o N
R/W - RIGHT OF WAY 160.00' I~ N ~I 160.00' 160.00' b 160.00' 160.00, N 191.40
RCP - REINFORCED CONCRETE PIPE to 11� � co
� �1 -1 00 � I ma I c�cw� I I ABJ INVESTMENTS
PROPERTY LINE r i cCli m Q N N 4' SIDEWALK _ I m Q
ADJACENT PROPERTY LINE � 189 0I _ �} I0 198 223 (TYP) 0 0 I _j 0 232 0 258 0 LLC
0 3 �� � o o a Io 0 o Q o oRIGHT-OF-WAY N 01� I m 1 N ul) O o ui � 0 G I J 1-0
u I tO
0 12,000 SF ^I N Q N I 12,000 SF 0, 12,000 SF 1 d' \ 1 12,000 SF 12,000 SF Q i; 14,184 SF
- SETBACK LINE o 0.28 AC °' 0 3 0 0' 0.28 AC 0.28 AC 1 of 1 0.28 AC 0.28 AC I 3 I 0.33 AC
ZD ( ) o \ o ( ) ( ) ( ) ( ) \ ( )
ss SANITARY SEWER LINE 1z I I N F- N I z o0 w 1 1 I
w
FM FORCE MAIN LINE
N63°50'34"E ; I z z I N63°50'34"E N63°50'34"E N N63°50'34"E N63°50'34"E oO� N63°50'34"E
SD STORM DRAINAGE -
w WATER LINE 160.00' 1 v~i 1 160.00' 160.00' 1 1 160.00' 160.00' 1 co (1 . 186.84'
OVERHEAD UTILITY I I I I I � I o 1 2031 Middle Road
PERMANENT EASEMENT 1 1_ r I I_ Fayetteville, North Carolina 28312
0 188 0 0 199 0 222 01 10 233 257 0 0 38
TREE LINE 0 01 1 0 0 01 1 o io 01 i01 o I Phone: [phone]
Eq
210 MAJOR CONTOUR 12,000 SF r r 12,000 SF r 12,000 SF r r 12,000 SF c� 12,000 SF r I 0,1 r 13,843 SF r
207 MINOR CONTOUR 1 (0.28 AC) I I (0.28 AC) (0.28 AC) I I lu
(0.28 AC) °coo (0.28 AC) (0 (0.32 AC)
x 208.47'SPOT ELEVATION 1 I I I I I cli
z I z
BENCHMARK N63°50'34"E N63°50'34"E N63°50'34"E 11. J 1 N63°50'34"E N63°50'34"E 1 1 N63°50'34"E PROJECT INFORMATION
PP. UTILITY POLE 160.00' 160.00' 160.00' I 0 0 160.00' 160.00, I 182.29'
❑T TELEPHONE PEDESTAL
2i Wv I I I I I I ¢ DESIGNED BY: SEAN/CHRIS
0 187 0 0 200 0 221 0 0 234 0 256 01 10 39 o
D4 WATER VALVE l-
LO Lri
AFIRE HYDRANT to 0 0 0 oI� 0)I o 0 0 o I F- DRAWN BY: SEAN/CHRIS
tixo � Sri Sri Sri Sri
S SANITARY SEWER MANHOLE r 12,000 SF r r 12,000 SF r 12,000 SF 3 r 12,000 SF r 12,000 SF r r 13,501 SFco
r
ASPHALT (0.28 AC) I I I (0.28 AC) (0.28 AC) I 1 N N 1 (0.28 AC) (0.28 AC) I (0.31 AC) r7
CHECKED BY: SCOTT
0 CONCRETE I I 11 0 01 I Ja I i CO
PROJECT NUMBER: 1894
WETLANDS N63°50'34"E N63°50'34"E N63°50'34"E I N N N63°50'34"E N63°50'34"E N63°50'34"E w
N 160.00' I I I 160.00' 160.00' 1 z z 1 160.00' 160.00, 177.74'
1 1 1 i� 1 I F � DRAWING SCALE
1c1 � 1i N
li
w 0 186 0 0 201 0 220 -01 10 235 0 255 O I00
10 40
to 01 10 0 0 0 0 0 0 HORIZONTAL: 1 =50
1 1 Sri � Sri 3 I ui
r 12,000 SF r 12,000 SF r 12,000 SF I I r 12,000 SF r 12,000 SF r 1 io 1 r 13,160 SF r
o (0.28 AC) I I I (0.28 AC) (0.28 AC) I (0.28 AC) (0.28 AC) I l (0.30 AC)
N63°50'34"E 50.00' TIE I N63°50'34"E 50.00' TIE o N63°50'34"E 50.00' TIE
� � 1 1 � � L- . - - L- � I N II . � . � DATE RELEASED
C2.1 C2 2 N63°50'34"E 160.00' I y N63°50'34"E 160.00' N63°50'34"E 160.00' 1 N63°50'34"E 160.00' N63°50'34"E 160.00' z ri I N63°50'34"E 173.18'
■ ii� ii� ii� ii� ii� ii� ii� ii� ii� ii� ii� ii� ii� ii� ii� � iir
C2.3 MATCH LINE - SEE SHEET C-2.5 MARCH 20, 2023
GRAPHIC SCALE
o C2.4
C2.5 50 0 25 50 100 200 SHEET NUMBER
a
SHEET KEY
( IN FEET )
o
1 inch = 50 ft.
C -202
m