SW6240905_Plansheet - Proposed Conditions/Site Plan_20241016 (3)

N/F N/F 4Dsite
LGI HOMES-NC, LLC L. FRANK STEWART & WIFE, N 596,003.128
TRACT 1 & 2 OF JANE S. STEWART HEIRS E 2,016,073.347
DB 3290, PG 659 DB 832, PG 321 NC GRID NAD 83
011)
PB 2007, PG 814 , ESTATE
E 2002, PG 1211 (21/2
PB 2023, PG 384 ERB EIP solutions
S00°10'05"E 544.23' _ SOO°16'44"E 549.38' TOTAL 0 civil engineering I land surveying
` 219.47' 100.00' 100.00' 100.00' 29.91' 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
80, www.4Dsitesotutions.com
- - - - -
\ \ - S22>>'1)„ L. FRANK STEWART
DB 1737, PG 733
\ 73 >>60' PB 2002, PG 1211
r0rgc CAI?q��
��
1 0 1„ ���pe'••FESS/O••� '�i
o-
Ii,
�I 4S. 23 / SO4°33'14"E 354.80' EIR z �
0 O 5/8" ■ ■ SEA
7 9 0 53,764 SF 6Sg), ERB i i v ■ ^ 02 4
Q + �' 5446' \ \ (1.23 AC)
0
e�♦
25,374 SF
W W s 00 00 I ■ W W W ■ N04°33'1y-399.48 TOTAL 175.80'
F \_ rn 24 rn 25 rn 26 m 27 3r6l, co 223.6T
v 'k s - 32,822 SF 32,856 SF 32,889 SF 31,903 SF _ - -
o w w W W CD
/ REVISIONS
+ + O. \ N (0.75 AC) N (0.75 AC) N 1 (0.76 AC) N (0.73 AC) I r0 - -
♦ oo _ oo _ oo _ co . - N I
♦ �� \ �? ( 1 0 (0.726AC)SF
a�i I c^o
I i � ii /
x v
3�500 101� 9 �� kR� ERR F 1 I I I I I 29
s11°221 � \ R�iy �,, 1 1 1 1 1 1 1 1 1 1 I w 55,151 SF
r1, (1.27 AC)
32,198 SF <v
32 A6' i i
22 \ S00°05'14'E - /R I /
\ \ yn 12.04' - -1 L - - - - - - - - - - - - - - -I L - - - - - - - - - - - � - - - - - L - - - - - -�
38,862 SF �
I \ \ (0.89 AC) o
'1 0 10' UTILITY EASEMENT
C24 _38' 100.00' 100.00' __ __ 100.00__ __ __ 100.00_ __ __ 74.00__ C25 C26 /
I
Soo°05'14"E 516.38' TOTAL
10' DRAINAGE
\ ? \ EASEMENT i ♦ FOXHILL COURT �,
oI \ \ �s \ \ / / j�� 50' PUBLIC R/W ��0�0 /
S00°05'14"E 516.38' TOTAL
-- -- -- -- -- -- - -- _
00 C38 102.52' 100.00' 100.00 103.85' 100.00' \ \ /- / �t i�
10' DRAINAGE EASEMENT 10 UTILITY EASEMENT 10.00' -"�" `V
�0, -� 3� � ���� . \ / / / I PROJECT NAME
'��� - 20' UTILITY EASEMENT ORglNgC�T�/r\ \` ♦` / 3
CV 34,730 SF � / / � � � � � � � � � � - � �SF'1,jFlyr � \ \ /
/ o
I I (0.80 AC) _ I w
A, BOONE
/ `� / /� P\�PG� /- / I I I I I 32,144 SF z
Li
1 v moo: \ (0.74 AC)
/ i o� 1 �� C' �; TRAIL FARMS
`Li
1' � 00 J� � / / I I I I I I I I I I I � �'�-9�'
S63°18'37"W.
/ I Co0
zl ZI zl zl s 13.08' \_
r 4g w204 / °° °° °o LA I00 O / / ��� ` 3 \ J SUBDIVISION
36 O I o - coI (P�' I I LA Im co cfl 35 \ C'
LU
z I _ \ ' j / 28,917 SF I I 40 m 39 m 38 m 37 25,731 SF / \ 3
/ O - O O (0.59 AC) / / S63°1813 08 �C'�\ W 150 0
(0.66 AC) �^ - 26,180 SF m 25,008 SF m 25,009 SF m 25,966 SF m \ n �� N15°1433
/ I N I (0.60 AC) N I N I N I Ln / /) w
U' (0.57 AC) Ln (0.57 AC) Ln (0.60 AC) U' z / � R35'
F- N O O O O w
- \ I 0l 0I NI 01 01 1 � I / / I ,
I�' I I 36 1 rn R35'
I = 1 Iv r I I I O ri
t 20 1 iy2j I. 31,822 SF
31,854 SF I F 2 \` /00 `� I
(0.73 AC) I I I I o
3958 \ 1 ` _ DETAILED
{ L , N I I I I 1 /��"' /. 34 \ \c33 / / 32 n I _N
SF I
JI 01 i w I \ �� - - - - J L - - - - - J L - - - - - J - - - - - / / (0.594AC) /�1 /\ / 26,676 SF SITE PLAN
00
100.00' 103.85'
- ~ N
84.30' 100.00' \
10' UTILITY EASEMENT ~
1 0•D I 5/8., N00°03'05"W 184.30' TOTAL 5 8' N0o°07'10"W 203.85' TOTAL \- / / °rL� / X srn
_ ERB 5/8„
_ 173.07' 25,121 SF / \ '
o I 0 I (0.58 AC) ERB ERB j
R30' `r2 I I 00 \ I / / / ALL STRUCTURES �
bi I -7 2 / TO BE REMOVED
\ / / DOUBLE WI
FERN( pR 1 rn s`�• TRAIL I o /
_ J \ \
J Q so G / o-/ 5' NO ACCESS
50' PUBLIC R/W N 1 - - - - - - - - - - - - - - - ~ '�: 1 \ \ \ �� CLIENT
NO2°11'53"E 225.00' \ 33 EASEMENT
S05_13'50"W v0°i 5/8„ /-
--_ 210.87' - I - - - - - - - - -- -- -_ '_� CURVE TABLE �s �j _
N
120• ERB \
1 ITY 1 g2 �O�P DOUBLE WIDE
-1 SF /
�R30' c9u'. \ TRAILER
& DRAINAG gSEMEN�" �` I I CURVE LENGTH RADIUS BEARING CHORD 16A \ (0.70 AC) BS LAND, LLC
C19 40.59 25.00 S41°17'08"E 36.28
oo
7 \ 20' UTILITY I ^ C20 65.06 255.00 S80°29'34"E 64.88 5 8
i 1Z
/ \EASEMENT 43 �` z C21 100.65 255.00 S61°52'32"E 100.00 R6
/ 26,012 SF I rn - \ UTILITY EQUIPMENT /� 17,15
10' UTILITY n \ _ sz - i h
EASEMENT� / �S' � (0.60 AC) I � C22 136.63 255.00 S35°13'07"E 135.00 �_ \ � \ TO BE RELOCATED 26 1
'� 1 sr OR REMOVED �fO �
1 / `3S ,r' 1 I C23 20.02 255.00 S17°37'11"E 20.02 2 �. ,11$•� O�
rr I x I y /• \ SOP NCDOT R/W DEDICATION
L o 1/2" �_ C24 68.02 255.00 S07°43'44"E 67.82 N/F -/�� G� 7,805 SF
EIP T. A. WOMBLE PRIVATE EQUITY / P�GOG R�� 0.18 AC 466 Stancil Road
O 1 _ C25 26.04 255.00 S02°50'17"W 26.03 I MANAGEMENT, LLC
I (16065AC) I ` /- _ _ 51220'40"W 203 1g _ I N C26 20.02 255.00 S08°00'44"W 20.02 DIEGO F. GA PB 2012, PG 553 5/8„DB 4172, PG 561 -/'' S�A2 60 P Phone:Angie , North(919) 68 1iina 73327501
I \ EVELYN RIGAI C27 100.65 255.00 S21°34'09"W 100.00 I ERB /�
DB 311(
PB 2012 C28 100.65 255.00 S44°11'05"W 100.00 I /
C44 i i
C29 34.79 255.00 S59°24'05"W 34.77 I EPK N/F
/ I X JAMES H. BULLARD, JR. & WIFE, PROJECT INFORMATION
C30 21.03 25.00 S39°12'55"W 20.41 / PP SHIRLEY P. BULLARD
11 i I I PARCEL B OF
Q C31 52.04 50.00 S44°56'20"W 49.73 I / / / \ DB 1007, PG 237 DESIGNED BY: CA
LEB
\ 44
28,457 SF I x C32 68.55 50.00 N65°57'58"W 63.31 / ��' DRAWN BY: CALEB
�1 / ^ \ (0.65 AC) C33 62.15 50.00 N08°55'18"E 58.23
I 16 S\ I I C34 58.44 50.00 N78°00'59"E 55.17 ECM CHECKED CHECKED BY: SCOTT
5 ® ECM-EXISTING CONCRETE MONUMENT TREE LINE
/.z �� /_/ 1 i \ A9 \ I N EIP 00 EIP-EXISTING IRON PIPE 290 MAJOR CONTOUR NS PROJECT NUMBER: 2084
3 \ �� 3 C35 21.03 25.00 N87°24'18"E 20.41 EPK \0
/ / 1 = s-.\ M OEPK-EXISTING PK NAIL 291 MINOR CONTOUR
N / / !) 1 \ /G \ I o C36 80.52 205.00 N52°03'30"E 80.00 ERB -_____ J
I \ c',� I O ERsO ERB-EXISTING REBAR - LANDSCAPING BUFFER o
N \ N C37 146.31 205.00 N20°21'35"E 143.23 00 ERS-EXISTING RAILROAD SPIKE x 302.72'SPOT ELEVATION (66oz)ES abN aRi�ON DRAWING SCALE
27,370 SF 00 45 \ s z a COMPUTED POINT BENCHMARK y
• / (0.63 AC) Z 1 \ I C38 22.52 205.00 NO3°14'01"W 22.50
U 26,209 SF \ \ N/F - NOW OR FORMERLY s�" SIGN �s HORIZONTAL: 1"=50'
N 1 1 (0.60 AC) \ \ I C39 232.22 205.00 N38°49'54"W 220.00 R/W - RIGHT OF WAY ©MAILBOX p�
C40 59.10 205.00 N79°32'33"W 58.90 PVC - POLYVINYL CHLORIDE LIGHT POLE
5' NO ACCESS _ - \ \ RCP - REINFORCED CONCRETE PIPE PP• UTILITY POLE
L =51_84' - _ --EASEMENT C41 21.03 25.00 S68°06'11"W 20.41 DATE RELEASED
- - PROPERTY LINE C GUY WIRE
o NOS°33'23"E _ _ _ _
- C42 41.92 50.00 S68°01'41"W 40.71 ADJACENT PROPERTY LINE ❑T TELEPHONE PEDESTAL GRAPHIC SCALE
N05°31'23"E 111.71 ---89_80'- - - -I
•35_63'- TIE LINE D4 WATER VALVE NOS°32'45"E 125.44 - __ - C43 41.15 50.00 N64°22'27"W 40.00 RIGHT-OF-WAY AFIRE HYDRANT AUGUST 22, 2024
CD
o TOTAL - 50 0 25 50 100 200
NCDOT R/W DEDICATION N05°22'40"E 103.57' - - - C44 42.49 50.00 N16°27'12"W 41.22 p
47,131 SF ss SANITARY SEWER LINE WATER METER
1.08 AC N05°04'S5"E 103.72' 29 69 n
- - C45 41.15 50.00 N31°28'03"E 40.00 so STORM DRAINAGE C SANITARY SEWER MANHOLE
TBM Noo°56'44'E 1/2" ) SHEET NUMBER
_ 4D DISK #1 EIP C46 74.48 50.00 S82°17'00"E 67.78 " WATER LINE ASPHALT ( IN FEET
CN
N 596,512.785 // OVERHEAD UTILITY GRAVEL 1 inch = 50 ft.
~ 5/8" -- - Z�L__ E 2,015,008.314 C47 58.97 25.00 N72°48'33E 46.22 X FENCE LINE BUILDINGS
o ERB ��24�� ELEV 310.82 -
m i 5/8„ T
WETLANDS WETLANDS
5/a' ♦ NC GRID NAD 83
N F ERB ERB (2011) UNSUITABLE SOIL UNSUITABLE SOIL
a MATTHEW RAY LASATER - NAVD 88 C -2 -
2
DB 3886, PG 551 --
m (U -- --