HomeMy WebLinkAboutSW6220902_Plansheet - Proposed Conditions_Site Plan_20221102 (5)CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C18
34.14
375.00
S69°35'59"E
34.13
C19
47.30
375.00
S63°22'40"E
47.27
C21
35.79
255.00
S55°44'38"E
35.76
C22
75.27
255.00
S43°16'01 "E
75.00
C23
75.27
255.00
S26°21'14"E
75.00
C24
34.84
255.00
S13°58'59"E
34.81
C25
38.87
25.00
S54°36'33"E
35.07
C26
39.27
25.00
N34°55'52"E
35.36
C27
94.05
205.00
N23°12'44"W
93.23
C28
83.75
205.00
N48°03'35"W
83.17
C29
70.58
325.00
S65°59'09"E
70.45
LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Oo EIP-EXISTING IRON PIPE
EiR Oo EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
PROPERTY LINE NOT SURVEYED
- OPL - - - OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
CREEK
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
❑ ❑ WOODEN FENCE
TREE LINE
PP 0 UTILITY POLE
1Do-MlD
00 �
i
� loom FID ,00rR FLD / \
,DDyR FAD ,oe /
/
N82°42'00"E
100YR FLD / , 1 62.06'
5' SIDEWALK R35' v, 1
0. 5' OFF R/W C'26 I Lp I
/ �00 SF / (TYP)
a-u HAOOL \ `L�i 2� S10°04'08"E
G1
G 24.82' \ co 1
/ J ,P I
2' CONC. FLUME ILc
1A 1
/ 20' SEWER
EASEMENT
/
1W 4, I o
X P •1 1
14,746 SF� S I 1
0.34 AC
1 /2 34.17'
au HWOL ORa1.4 moot r:1 i TO BE REMOVED \�'� V0 / ERB 1 1
;o LA
00 / I
cn -
�
C� GUY WIRE ��e 1 /2" N WATER VALVE 0 � EIP IQ10,910 SF i
lr-emDrHYDRANT 0000' 61,436 SF / , / 0.25 AC „W 85,g0' 1
(f SANITARY SEWER MANHOLE
0 GRAVEL
ASPHALT �N07'1T5-02.01'
WATER
WETLANDS
3/4"
ERB
C2.1
at o,
a,10' f�
`1 0140'
S82°36'27"W
lto I 160.93'
♦� `V `V I Vol ` 1 1
� � � *0 *4��� k
�
Li,
N82°33'04"E I
�j ♦ 1 48.49'
a N82°33'04"E 1
137.90' TOTAL 52.08' I
oa"E i I
1 N
. ♦ ♦. 31.51' o 41, SD
/
i
♦ .L�
♦ / / ■� tx 2' CONC. FLUME Iop
001-100,
01
� � 1
12,312 SF
0.28 AC
41, \p ♦ ♦ / 00 �� Qv �, o I 1 ✓ I
S80°37'04"W
♦ / , `off < 49 \ \ N80°51'02"E 100.05'
00/ \ I 53.311'
12,723 SF � I
- - - - - �/ CA S51°43'25"E \ �o�` \ 0.29 AC 1 .CM 1
/ / O 57.24' �'SR35' 1
\ 56,064 SF / \ �� ��• \ v�
1.29 AC O
(FUTURE DEVELOPMENT) / / 48 \0,-
- / / 1
�, / 10F S10 04'0 / 1\ (�1
� 0.29AC
1
.........�-_l � G'L�� 25.22'
221
�. co
0
o�-
/ - - - - - 1 /2„
ERB
i
00
w
a-u axool.
\O
NS
A,
J
O NC GRID NAD 83 (2011)
y
s
Op
1 /2"
EIP
J
H
O
I�
�i 00
C2.4
TEE POST N
N/F EIS z
MELVIN L. WICK & 1
DANH T. WICK I �
DB 940, PG 432 N
C2.2 C2.3
0
SHEET KEY
TEE Pi
EIS
7 7 ' ii� ii� I (
MATCH LINE- SEE SHEET C-2.2
A
CH ONE -to 'EE EIP
SNECT C ft
2.3
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
i 52D� 561 �
I 1.41 AC 9•
55p0
o I
/ / � ,,� / 53 / ♦ / o O
h (/ ♦ /�
TO BE REMOVED/RELOCATED / a 10,400 SF - / v a
24" STD ROLL / �o� 0.24 AC / / � o N
\ C&G (TYP) J � // ( / ♦ / j�♦. � c A
\ X // 03
0
\ N23 00' 0 �k fil -
o
1# 7°
02.2,0 BE REMOVED I
�/
I\ 0 / / _10' UTILITY 54 / ■
EASEMENT I ♦ I,I ■ I
10,400 SF
I CDTO BE REMOVED 0.24 AC° If■
\/ \ j -� ■
15,665 SF / S3 20' DRAINAGE
L 0.36 AC Oyu EASEMENT
00,
/V1j•4;;322
"0
0C9/ 0W115.0
` / 0955 ' 1'
10,117 SF SRBI
\ / 21.4 \ 0.23 AC 21.26' \ \ \ W2 ♦ 1 \
S SRB`'/ ■
ls�_
12,326 SF
0.28 AC l / �� 130 w ♦ I .`
/ •00 / / ■ r 5 1
SF
-A
N/F
TON1 BE REMOVED ^vi N �• / / / J&K GENERAL CONTRACTOR, INC. 1
�• ti DB 1336, PG 761
\ \ / 100.200ACF / / / / I
I44 /moo � / �' � ♦ � / � /, / �, �, .1, ■ / � � � 1 /2„
O /o o S1 j4, SRB \
10,805 SF 1
-12.7 0.25 AC / o N o / 00? w �/ ♦ / �/ ♦ 1 I
\ ° w 1/2"
�. o �--� I
N1 / / �; SRB / r `CO
4 1 I
13 , �l /� ,v 57 ♦ J&K GENERAL CONTRACTOR, INC.
\ 3 g3, N / / , I'
\ ^N 10,400 SF 30' NEGATIVE BUFFER DB 1336, PG 761 I I
/ v) / 0.24 AC /
/ / o � FROM TOP OF BANK�I
PP
1 /2„ \
/ l S1 4 j. \ ♦ �' `L `1' ` SRB
0.21 SF 32' 1
/ ♦ -�
.21 AC o / / l� \ o oo w �l h� 4* 1 �\
o �
\ I _
4j32'f 1j / 00 l N Z ) RBII � ■ �`3 � 1
3 66 58 !) N/F
I \
N ■ / / J&K GENERAL CONTRACTOR, INC.
10,400 SF
• /�/ DB 1336, PG 761
0.24 AC 1 \
1
• \ / ' / I
S1 ♦. � � /2 1SRB
'1
,4�32»w 13 00\/ ♦ i Z i � I : � � � I
_ -1
_4 a
II. II. f
MATCH LINE- SEE SHEET C-2.3
0site
solutions
civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
CAR, z
Zp ��'•. FESS /0�41 i1
nab _
sF•::' suR�: ��`�
'zz
4,41 R
till •ilP\`c N``
b+05.22
REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
DETAILED
SITE PLAN
CLIENT
RAEFORD
DEVELOPMENT
COMPANY, LLC
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: (910) 638-6102
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1632
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
APRIL 5, 2022
SHEET NUMBER
G2.4