HomeMy WebLinkAboutSW6220201_Plansheet C2.3 - Proposed Conditions_Site Plan_20220510CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C7
18.00
400.00
N67°01'35"E
18.00
C8
52.03
855.00
N63°59'38"E
52.02
C9
64.42
855.00
N60°05'31 "E
64.41
C10
5.60
575.00
S57°12'44"W
5.60
C11
91.72
565.00
S65°53'39"W
91.62
C12
69.10
575.00
S76°44'25"W
69.06
C13
93.71
575.00
N84°51'07"E
93.60
C14
93.71
575.00
S85°48'38"E
93.60
C15
80.05
575.00
S77°09'12"E
79.99
C36
39.12
625.00
N74°57'29"W
39.11
C37
70.54
625.00
N79°59'03"W
70.50
C38
71.98
625.00
N86°31'01"W
71.94
C39
88.53
625.00
S86°07'33"W
88.45
C40
37.34
25.00
S55°08'16"E
33.97
C41
94.96
325.00
NO3°58'24"W
94.62
C42
70.55
325.00
N10°36'58"E
70.41
C44
70.10
375.00
S07°36'04"W
70.00
C45
70.10
375.00
S03°06'34"E
70.00
C46
25.39
375.00
S10°24'15"E
25.38
C47
37.34
25.00
N30°27'02"E
33.97
C48
96.46
625.00
S68°49'24"W
96.36
C49
70.56
625.00
S61 °10'04"W
70.53
C50
24.22
805.00
S58°47'44"W
24.22
C51
85.42
805.00
S62°41'50"W
85.38
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12,880 SF --A
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\ 12,880 SF0.30 AC
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11,206 SF \
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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
FIRE HYDRANT
(JS SANITARY SEWER MANHOLE
0 ASPHALT
CONCRETE
0 WETLANDS
C2.1 C2.2
C2.3
C2.4
SHEET KEY
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T�
tP
0
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P y P _N16°50'07„E I
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17,515 SF
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12,189 SF 1-1I _ I
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0 0 l a,
70.00'- 568
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�so� / \ 101.2516°50 07 W 171.21' TOTAL I o I 10.23 AC 0150 SFOZ �;1 I I o0
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♦ , i i \ C� y� \ 154.60' 10,150 SF I I I C) rnG
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♦. \ 00.
\ 5' UTILITYO I
809,666 SF♦ -\ \\\\EASEMENvTn '07 I tII 10,150 SF
♦ "516
18.59 AC o � 0.23 AC5145.p0_
I
♦ Z \ \ 536 \ \ 10,482 SF "
-
\ 11,941 SF , N✓ 1 \ 0.24 AC I Jo I - - --N16°50'07E-
\♦♦ ' \ 0.27 AC \ 1 - - 145.00'
1
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\ \ _ � I Jo - _ _ 145.00' - I 1 I _ _ � t•
\ \ ♦� 537 1 1 10,166 SF I o I Jo 1 - N16'50'0-7 145.00'
0.23 AC I I I
lo'
11,686 SF I o_
♦ � 1 0.27 AC 10.20' 1 Wo I - 571 I
1 _ _ - N10 - _=N16°50'07"E -
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I - J ➢ 50I07'IF 145•p0
N16°
1 I S16-50'07„W 145.00' -
■ C-2.4
NE
SEE SHEET
M p,TCH L
t♦ 40
L
- so so
90 so
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
■
sl e
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
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tP�••;' SUR`I`•. �G
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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-2n3