HomeMy WebLinkAboutSW6220201_Plansheet C2.2 - Proposed Conditions_Site Plan_20220510CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C23
41.15
50.00
S83°15'25"W
40.00
C24
41.15
50.00
S36°06'02"W
40.00
C25
41.15
50.00
S11`03'20"E
40.00
C26
41.15
50.00
S58°12'43"E
40.00
C27
54.02
50.00
N67*1529"E
51.43
C29
30.77
25.00
S71 °34'15"W
28.87
C30
39.27
25.00
N28°09'53"W
35.36
C31
39.27
25.00
S61 °50'07"W
35.36
C43
25.39
375.00
S14-53'45"W
25.38
NURSERY ROAD (SR1117)
60' R/W (PUBLIC)
TBM
4D ECS #181
N 568,836.892
E 2,008,250.099
ELEV 339.17
NC GRID NAD 83
(2011)
N CS NAVD 88
ARV# 15588
- - - - RIM 339.03 -
o, ,
I-
WLLJ '
--- ---------------------------�-- -- -- -- -- -- -- --- ---- --
AXLE N 568,828.20
W E 2,008,278.20
LJ NC GRID NAD 83
� l(2011)
w
LLJ V RESERVED RIGHT-OF-WAY
J�
~
Q 30' STREETSCAPE BUFFER
50' PRIME VIEW OU,
co
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c2.1 _� C2.2
C2.3
C2.4
SHEET KEY
LEGEND:
R50' t - Ec IZSI
\ 564 \ CON- - ECM -EXISTING CONCRETE MONUMENT
_145.p0' ERBO ERB-EXISTING REBAR
c COMPUTED POINT
11,200 25 ACF \ \ 1_ I N/F - NOW OR FORMERLY
0.`,7� \ I I oo R/W -RIGHT OF WAY
\ cC 558 I N RCP - REINFORCED CONCRETE PIPE
�jR\ \ \ - - - - 1 1 o I O I o PROPERTY LINE
0 10,150 SF ADJACENT PROPERTY LINE
••` N16'5007"E 115.00' I to I 0.23 AC I w - - J RIGHT-OF-WAY
♦ 1 1 I - - - -SETBACK LINE
♦ �1 1 - - - N16.50'07"E - - N SS SANITARY SEWER LINE
_145.00' - - I rnl FM FORCE MAIN LINE
o _ So STORM DRAINAGE
♦ 1 1
♦ 809,666 SF 1 1 5' UTILITY I o w WATER LINE
` 18.59 AC Z EASEMENT
oo // OVERHEAD UTILITY
w I I o
PERMANENT EASEMENT
♦ I � 557
♦ 00' cn cr 1 I O TREE LINE
' » 95.
N16°50'07E 1 100 I 10,150 SF I 210 MAJOR CONTOUR
N 0.23 AC 207 MINOR CONTOUR
` ♦♦ �1� - _ - I � m I _ _ - J x 208 47' SPOT ELEVATION
♦ N • ♦ ` ,�0� - 1 `�� z Z - - - N16°50'07"E _ BENCHMARK
4S 4S 09» ♦ ♦ ��� tx11� I I 1 p Z _ _145.00' - - P.
. • UTILITY POLE
SJ."0• F / 1 I I ly �-I - - I C• GUY WIRE
I I Ir c 1
\0 ❑T TELEPHONE PEDESTAL
wV
I I r, l 1 I I oo N WATER VALVE
I I I o I o FIRE HYDRANT
I I I of (f SANITARY SEWER MANHOLE
z 1 n 19 I ASPHALT
Z 1 • m O 10,150 SF
4 Wo 565 I I I N I o I 0.23 AC - I CONCRETE
to � -� J
N o ,n 13,641 SF - WETLANDS
I I _ - 0
583 0.31 AC 1 1 I _ - N16°5007"E
10,591 SF I �I I 1 1 - 145.00'- -
0.24 ACHC
AMP
' 1 (TYP)
AO555 I o
10,150 SF I
L - _
47�_��� 0 0.23 AC I
1
1� I
� 5p_0N16`50 0� - 21 0.00'
C07' E I - -
-� N16'50'pn
_ DRAINAGE---""-
- - - - EASEMENTLA -
r I i
I 566 I o
cr I I of
u' 12,191 SF 1
�^ I 0.28 AC I 1
on 00
so so 0000000 as
NE EE7 C-2
M p,TCH
GRAPHIC SCALE
40 0 20 40 80 60
( 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
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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-202