HomeMy WebLinkAboutSW6220201_Plansheet C2.1 - Proposed Conditions_Site Plan_20220510NURSERY ROAD (SR 1117)
60' R/W (PUBLIC)
■
1
vp
AF
ti ��
/ ♦
w
LO
Ilk
1
�
`
to
■100' CON
♦�
it
woo
♦♦4400
Woo
♦
1
l-
C2.3
1 C2.4
--�- �o --- -----�,�r-------- --- -- -- �� -/7 ----------- --
1
h� SIGHT EASEMENT SHEET KEY
v t
-P) 45' RESERVED RIGHT-OF-WAY
N
PEDESTRIAN PATH
-- -- -- - -- -- -- -- -- -- -- --� -- -- -- -- --- 1U w
T�T_HC RAMP ~
FFER I 1 (TYP) 30' STREETSCAPE BUFFER =
- -
15'X15' ENTRANCE SIGN 0I I0 50' PRIME VIEW �
EASEMENT - - 0 00C] - - - - - - - - - w
N25°34'22"E 145.00' 1 N25°34'22"E 145.00' 1 w
- - - - - - - - - - - - - - - - - - Iz
1 J J 4D SST
1< <1
c� F
10 01 Q
0
525 I l o o 1-0
� 592 o f c
y
10,150 SF N N 10,150 SF o 1 O
0.23 AC w w 0.23 AC F- 1 $3120111 ��
ILO wl - - - �ONP�
S25°34'22"W 1 N N1 i N25`34'22"E- 0 NGC'�
--145.00'- - - - 1 vCOi v`Oi 1 F - - --145.00' - - - - w
00 CA
I Cn I ;
809,666 SF
04- 18.59 AC 1
526 I G� o 01
I to 0
10,150 SF 1 W m 1 10,150 SF
0.23 AC 1 r_ z 1 0.23 AC ■ ■ WON**
`0 D
S25°34'22"W- - - c C/) i - - - N25'34'22"E `♦ ♦ `
- 145.00'- - - 1 r ;U 1 0 - - - 145.00-- - - - ♦ ♦ ` 1
D Coh• ♦ ♦ ;
I
m 0 •
w
527 v 590 m
11,371 SF I �� I 12,047 SF I rn
0.26 AC I 0.28 AC I 0
I 1Ln ,
S18°28'26"W
I N12'46'51"E
- 145.00' - - 1 \ �� •
000000
� to
11,872 SF
0.27 AC � 13,125 SF �
4' SIDEWALK \ 0.30 AC0 go
(TYP) \ / / '1'� • 000000
sr.
to lo
to 0000�
110
145' p5 p0 /
\ \ 13,125 SF
\ 0.30 AC
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C2
49.56
400.00
S67°58'36"E
49.53
C3
70.09
400.00
S76°32'45"E
70.00
C4
70.09
400.00
S86°35'07"E
70.00
C5
70.09
400.00
N83°22'30"E
70.00
C6
70.09
400.00
N73'20'07"E
70.00
C52
113.14
350.00
S74-59'53"W
112.65
C53
113.14
350.00
N86°28'49"W
112.65
C54
78.14
350.00
N70°49'24"W
77.98
C55
1 39.27
1 25.00
1 N19°25'38"W
1 35.36
LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
-SETBACK LINE
ss SANITARY SEWER LINE
FM FORCE MAIN LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
PERMANENT EASEMENT
TREE LINE
210 MAJOR CONTOUR
207 MINOR CONTOUR
x 208.47 SPOT ELEVATION
BENCHMARK
PP UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
wV
M WATER VALVE
xFIRE HYDRANT
l�J SANITARY SEWER MANHOLE
ASPHALT
0 CONCRETE
WETLANDS
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
y\ CARo
Zp �FESS /p'•-
SF•:;;4�
•SUR .
At R
n-SO•22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 8
DETAILED
SITE PLAN
CLIENT
WOODSHIRE HUFF,
LLC
2919 Breezewood Avenue - Suite 100
Fayetteville, North Carolina 28303
Phone: (910) 486-4864
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1775
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
MARCH 30, 2022
SHEET NUMBER
C-201