SW6240905_Plansheet - Proposed Conditions/Site Plan_20241016 (2)

N/F LGI HOMESFNC, LLC 4Dsite
LGI HOMES-NC, LLC TRACT 1 & 2 OF
+ + ` TRACT 2 OF DB 3290, PG 659
�♦� W W �♦ DB 4144, PG 878 PB 2007, PG 814 solutions
1/2" 3/4„ PB 2022, PG 29 1/2" I PB 2023, PG 384
EIP S00'19'07"E 160.37' EIR ♦♦' W W �/ S00°16'49"E 612.10' TOTAL ' ERB S00'10'05"E 544.23' , engineering I surveying
CIVIL en Ineerin land sun/e In
257.13 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
1 267.89 W_ ♦ 87•07 office 1910-426-6777 fax [phone] license number I C-2354
i
www.4Dsitesotutions.com
♦ W W ♦♦ - - - - - - - - - - - - - O
1 F
♦ .v .v .v .v
LEGEND: ♦ ♦ Z0� / / ��� -
E PM® ECM-EXISTING CONCRETE MONUMENT W W W W ♦ 6�� Z = J o0 W W W
_ 00
EPK EIP-EXISTING IRON PIPE X / N2° / , I I 12 / V
O EPK-EXISTING PK NAIL i 11 - U, I ���`��••• SS •••`� 'i
30,838 SF k ♦ -0 FE S/0 i
ERGO ERB-EXISTING REBAR -/� • r*i (0.71 AC) /
ERSO ERS-EXISTING RAILROAD SPIKE W W 29,668 SF m ( •4 SEA
Ln
o COMPUTED POINT Q '� 0 -
N/F /�I
NOW OR FORMERLY rn i CA1 / 2 /� \
R/W - RIGHT OF WAY _ o •••••.....•••
cn 67,973 SF ,\ J L / ,�2 / k �''sC G I NE N.
PVC - POLYVINYL CHLORIDE �� i D �I OTT 6 \�
ao I (1.56 AC) , / / 1 r ���//llllllll\����
RCP - REINFORCED CONCRETE PIPE ^�`L^ / \ S1g 4g \ / /- / / CA2
PROPERTY LINE I S�"W - \ / / 167,454 SF •�� -��
ADJACENT PROPERTY LINE
TIE LINE / �1ti �c�3 / x o (3.84`AC)
RIGHT-OF-WAY REVISIONS
ss SANITARY SEWER LINE / _ /
SD STORM DRAINAGE
w WATER LINE i / ^ /
OVERHEAD UTILITY ERB I v � 29,915 SF S /
X FENCE LINE 1 v. 1 (0.69 AC)
WETLANDS ) o / / / u
UNSUITABLE SOIL 2\ 36,307 SF /
TREE LINE O O (0.83 AC)
290 MAJOR CONTOUR
-- 291 _-
MINOR CONTOUR
SS
g�
LANDSCAPING BUFFER � o 6
x 302.72'SPOT ELEVATION � � r°N�` TOT,q
BENCHMARK �o �i �3' 9 i /
SIGN `o i i i Vi o� �� SO ly 6S' / °���Q" / c<,� \�35, (� �OCP �� `3)6 6g 05
FMB]MAILBOX h� 9
LIGHT POLE / S / / F �S� N�
PP• UTILITY POLE yc 1 / /�cb �P/�' / R8' = PIPE TO BE
C- GUY WIRE / - \\� Y ^�� •J�\ / \ \oT�< REMOVED 55�
❑T TELEPHONE PEDESTAL
D4 WATER VALVE 5/8
FIRE HYDRANT ERB \ 31,614 SF Op �� 20 ^�/ / 36,333 SF
(0.73 AC)
❑o WATER METER k _ _ _ �� ��o / (0.83 AC)
1
C SANITARY SEWER MANHOLE . \ / �� / �`o 35�3� x
ASPHALT
GRAVELF906 -
BUILDINGS � 3>>� � � � /�� �P� � � I I 1
WETLANDS
PROJECT NAME
0 UNSUITABLE SOIL ^��Q / \ -_ - -
/ �/ co
s11°13'50-W- 7.72•- - -_ I II t o 110 I 1 � N
x 1 _ o I 00 I � BOONE
1N 18 Ito I �
\ I - - k x. �
O / / I 35,128 SF 13 1 19 13LLJ
/ 31,553 SF / //�� / I 1 - - - p o / 0 1 (0.81 AC) 34,743 SF 1 TRAIL FARMS
o I I I ;t I (0.80 AC) (0 w
zo
k I (0.72 AC) / /^ �Q� I p 1 - N �t I :t W
t ' OD 1z ' z � SUBDIVISION
T-2 - FENCE TO BE x N / z I I I
/ /v 15 REMOVED / 17 I I I
\ / ' / J / 1 3 I o 30,171 SF I I I I I Z
N/F �c -- - ❑ 0 27,626 SF / ^
JOHNNY FAIRCLOTH -TRACT 5 OF _ S1251'13' p _ \/ Q / (0.63 AC) I I 16 I i 2 XI (0.69 AC) 1 I 1 1 �i
DB 3395, PG 642 / - - 25 'po / _.f Cj / I 35,212 SF x 1 1 =
PC C, SLIDE 644-B - J r� = =� N77'08'47"W z I (0.81 AC) / cd ? I I I I I Q
_ _ FENCE TO BE
x o /M Uj Q 20.00'� - I I ^ ' / REMOVED
/ � 0
"' - - - - - � - - - x x/ I 1 1 I
/ I I
x L 5,00057 AC) / / R30' ��--- -- 132.61' -- __ - -. �J L I I
o _
- ' DETAILED
200.00= - 10, uriEASE CURVE TABLE
r - 5j20 --- UTILITY MENT J CURVE LENGTH RADIUS BEARING CHORD
_ 20.11'
k - - 5j 13 W 25p•pp' - I S05°13 520.00' SITE PLAN
/ - - - - J R30' -- o"W 845.80 TOTAL --- 100.00' -- C1 39.27 25.00 S39°46'10"E 35.36
/ N05'
x _ Do.000' C2 39.27 25.00 N50°13'50"E 35.36
'1 00 /C� . -- 13'So"E 2s7.s1' 1 FERNCLIFF DR --
_ / 152.61' TOTAL_
'o / - �^ y 10' UTILITY EASEMENT _ 135.00' -- -
o / I R/W n �1 o C3 35.94 25.00 N35°57'28"W 32.93
10 UTILITY & - ~�� R30' S0' PUBLIC 1 a i a
R30', _ C4 58.44 50.00 N43'39'52"W 55.17
O / I�� DRAINAGE EASEMENT per\ / ---
--- __- S05°13'50"W 476.8T TOTAL C5 95.35 50.00 N44°26'59"E 81.55
!u 25,000 SF / o -- 110' DRAINAGE _
L - (0.57 AC) QI /� I / l - - - , _ EASEMENT - -- C6 64.84 50.00 S43°46'04"E 60.39
155.00' CLIENT
dCO - fL - 15' UTILITY EASEMENT
12 o 1 1 - I Z � - ." --- _ C7 30.77 25.00 S41'52'55"E 28.87
r� _ / p I ❑ of ^1 f
S125j.1 _ J/ p O _ I I W U co 1 1 1 - - C8 67.84 350.00 S71'35'38"E 67.73
k / - 000, 28,264 SF 1 CO o - - C9 68.86 350.00 S60'24'19"E 68.75 Bc LAND LLC
- _ - J o/ (0.65 AC) Q a I I I I S
Iw I to i 1 1 C10 21.03 25.00 S78°51'51"E 20.41
I Q I I I C11 28.62 50.00 S86°33'48"E 28.23
o o / 1= I 1w 1 =
4 / - - / N/ - - I -w N75'56'26"E I I
/ - Q I I C12 60.99 50.00 S35°13'26"E 57.28
O � I I C13 52.14 50.00 S29°35'27"W 49.81
N1 1 Io 1 IvYi 1 I I I C14 57.39 50.00 N8739'13"W 54.29
k / (0.620AC) / / ^� l� - - 251 13 e 195.03. J N -o 00 IYo 0 10' UTILITY &
ILO 1Q ^� EDRAINAGEASEMENT I I I C15 42.05 50.00 N30°40'28"W 40.82 466 Stancil Road
L - - / /� - - 0 1 47,872 SF 1 ow - ^ I� w I I o I I C16 21.03 25.00 N30°40'28"W 20.41 Angler, North Carolina 27501
/ G// /o" (1.10 AC) of 1 49 I r7 I 1 rn C17 117.17 300.00 N65°57'28"W 116.42 Phone: [phone]
_ / 5I , I � I O w o
x /- _ _ W 20p 54' - _ J 1 I 39,899 SF 1 o I 48 I C18 42.60 25.00 S54°02'32"W 37.63
I - - - - - / / �O. / I / 11 1 1 i 1 (0.92 AC) 1 O w
46,597 CSF
) I o C48 39.27 25.00 N39'46'10"W 35.36
� (1.07 AC) 10 S65'28'45"E I I 1 � C49 39.17 25.00 S50°20'38"W 35.29
2`19 1 PROJECT INFORMATION
00
33,072 SF I I 1 I i 7 1 i i i III III I
(0.76 AC) 1 1 I 1 I DESIGNED BY: CALEB
I
20• ' c'o 1 I 1 I I DRAWN BY: CALEB
I 1 I I I I 1 CHECKED BY: SCOTT
/ I 35,538 SF
/ (0.82 AC) - - - - r,ONCR CO1 1 I I NS PROJECT NUMBER: 2084
N - -� 5' NO ACCESS - � 1 I I tl I
EASEMENT
_ 0 A,
a k / _ PE BUFFER ''' I J
�0' STREETSCA - 1__ G^ 1 n I _ I 1660Z)ES t7bN t71bS ON
- � --�.= �__-115.61 1
_ N05°2052W 72 90 N00°5638"W 66.36' - - -- _ _ _
NCDOT R/W DEDICATION N04°01'34"E 208.83' TOTAL 19•41 `'�� x 10'X70' SIGHT - DRAWING SCALE
J� �. t4o '32'W 5g•08 47,131 SF �'� _84.20' �5 70 TRIANGLE (TYP) 5' NO ACCESS
30' STREETSCAPE BUFFER y
_ EASEMENT % HORIZONTAL: 1"=50'
9g79 1.08 AC NOS°13'S0"E 103.61' �i-�'-=�-•92.55'- s
TOTAL
N 597,931.878 _�-�'�-Np9'0316"W PIPE TO BE� R30' N05'2T25'E 108____L
16.95L----'-9041'-
(D p�
z E 2GRID I87.598 �-- „W �� N05°18'59"E 107.35' TOTAL
55.65' REMOVED R30' 24' TOTA NC GRID N) 83 1/2" �-�� -- Npg522 -I (2G11) ° 1�N0 07 W 95.g5 -- N05 2T 1' N05°32'14 - ' DATE RELEASED
N05-3323'E
__ - 7
SR 1235
N 1/2" _�--- 5/8„ 5 8 ---- --- (ADCOC 2s.o9 GRAPHIC SCALE
i9 EIP -- - - 5/8" ERB ERB ERB ���-- )
° EPK - - 5/g"7 ERB �l / ERB 5/8'. /Fp a _-EPK 60' PUB R/W ROAD) AUGUST 22 2024
- - ERB 1 8 / / 50 0 25 50 100 200 '
/ __ ERB 5/8" 5/8" © //���-- ° EPK
23\1 ERB ERB \ // -
> ECS --�-- 5/8" ��_� I N/F / ` 5/8"
ERB \ 17 BS LAND, LLC < ERB ERB _
ERB DB 4177, PG 2935 A&G RESIDENTIAL, LLC 5/8" 5/8"ERB IN FEET ) SHEET NUMBER
- N/F I PB 2023, PG 266 / ERB
EPK ��-� BS LAND, LLC DB 4199, PG 1662 �� ERB' 1 inch = 50 ft.
~ -- ERB ` 2 / I DB 4177, PG 2935 PB 2023, PG 266 5/8"
NSF PB 2023, PG 266 I / ERB 3 5/8„ N/F /
- KENNETH L. CUMMINGS ERB SIGNATURE HOME BUILDERS, INC
DB 4200, PG 506
JER DBR 3188 W. CPG 9UMMI88S I I / C -201
W j PB 2023, PG 266
9 I
99 PB 2004 PG 464 U /