HomeMy WebLinkAboutSW6220201_Plansheet C2.4 - Proposed Conditions_Site Plan_20220510CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C16
49.44
255.00
S78°43'11 "E
49.37
C17
70.22
255.00
N87°50'11 "E
70.00
C18
70.22
255.00
N72°03'30"E
70.00
C19
70.22
255.00
N56°16'49"E
70.00
C20
70.22
255.00
N40°30'08"E
70.00
C21
70.22
255.00
N24°43'27"E
70.00
C22
39.27
25.00
S61 °50'07"W
35.36
C32
39.27
25.00
N28°09'53"W
35.36
C33
107.34
205.00
S31 °50'07"W
106.12
C34
107.34
205.00
S61 °50'07"W
106.12
C35
107.34
205.00
N88°09'53"W
106.12
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
SJ SANITARY SEWER MANHOLE
ASPHALT
0 CONCRETE
0 WETLANDS
0 a31201�1
G��O NP
NG
4D S�
T�
C2.1 C2.2
C2.3
C2.4
SHEET KEY
SHEET C= 1
SEE SHEET ' 2- 06 - J o UTILITY i0.23 C
SINE_ I 1 1 576 / SOp)� - S16'50'07"W 1 0 5 0.23 AC
11 \ 31.06' 00' EASEMENT _ J
MATCH �� 1 1 539 `� 10,102 SF / / S31 *50,07" W 85. 1 I
- I O \ v\ \ 0.23 AC / N16°50'07
- 12,407 SF \ \ • - - - 1 cr _ _ 145.00' I
_ i
I , 0.28 AC
\ �\ "�
l ♦ 1 1 \ ��// I I I I i I I o
_ (C 1 / / / I 1 C I -
I 0 \ I No Z 546 I
1 w ° 32 / / I I b
1 1 / S05 43 \ \ �' O / C o O 100 I 10,150 SF I
�520 � / 10,102 SF �^� I z I I ? 10 0.23 AC cn
o o� 573 O I _- w
I ` � ` 0.23 AC u; z01
I �
■ o \ \ ` o w 12,191 SF
I 540 5' UTILITY 10,102 SF 0.28 AC I n 1 _ _145.00 I
EASEMENT \ / 0.23 AC
15,902 SF 0
I 1 0.37 AC \ / I I I 1 I D
DRAINAGE 1 I o o
EASEMENT�� I 545 I
- ■ I 1 1 / / \ �� �♦ \ _ - _ J 0�� I o I 10,150 SF
0.23 AC
' I I ■ , 1 10� / / \ - C33 - - N16'50'0- 60.00' I _ _-N16'50' I t`' "5 \ 4' SIDEWALK::::::::::::� � _ _ E I 07°_
CREEK LINE ■ 1 i`� �g� \ ` (TYP)1 L _ 145.00'
GREENB0 STREET CCESS)
1 I I ■ 541 / / W (PUBLIC & UTILITY A I I I o
■ / 50 R / 1 I o
1 I \ 105,902
F 0
.377AC\ /
C20 . 0'07"E 6.0 � 1 I 544 I
` _
'-_ _65 c22 II 10,150 SF
2Oo
'o'P \ ��� l � -C2 1 0.23 AC � I
� �' ��• / / / 1 HC RAMP _ - J
` q
_ \ G i (TYP)
°50'07"E10
/ 145.00' -
F�T -
\ 2g 13,289 SF
1 \ \ 100' CONSERVATION AREA., \ 28' 0.30 AC / co I ) 1 I I J
\ ° 1wUt
o
\ '
CID
1 co O o
10,150 SF
0.23 AC _ J
q< WET POND #1 I
1 ��♦ '�\ 77727. I _ _ - 145.00'
\ j L
�•• 1
OT�1
195.0=
�• , / 50.00 N16.50'07"E
♦ � \ \ CA �� , � NCDOT TYPE 4 MARKERS
♦ % FOR END OF ROADWAY
' 809,666 SF / �� , ,SEE DETAIL 1264.02 `.
♦♦ '� A V 18.59 AC �
MONO
ONO
�� \ �•• ♦�
• it
AV It
'♦
ERBERB',
13,289 SF , , •
\ • 0.30 AC \
� as
GRAPHIC SCALE j v •
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 / , - -
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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-204
♦♦