SW6220703_Plansheet - Proposed Conditions_Site Plan_20220810

N/F
ALAN EDWARD TYNDALL
DB 3801, PG 981
VICINITY MAP
NOT TO SCALE /
LEGEND:
EIP Oo EIP-EXISTING IRON PIPE
EIR O° EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
920T
SRBO SRB-SET REBAR
N/F N/F - NOW OR FORMERLY
MILLS FAMILY PROPERTIES, LLC R/W - RIGHT OF WAY
DB 3496, PG 751
RCP -REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
54 O CD
RIGHT-OF-WAY
OVERHEADEAD UTILITY
I 1 78 - WETLANDS
L/E
POBTR_EE 79 / —PERMANENT
EASEMENT
50'Rp�/ TREE LINE
(PUBLIC
& UTILITY ACCESS) �`- / \,\E sot&,, 270 MAJOR CONTOUR
J r Y
S) .'. . ...'.'.•.'.°.•.'.°.'. 'O 278 MINOR CONTOUR
1/2" U, SPOT ELEVATION
` CD v x sol.zs'
BENCHMARK
MAILBOX
'= 82 t '
O / CD
\•••a � 1 O 81 I' re44 e mTRANSFORMER
58 w 57 / • 1i 74 Z 80 / �� ` �' PP • UTILITY POLE
Oo la / _
i � -- C• GUY WIRE
/' o ❑T TELEPHONE PEDESTAL a ' • / / ; / co N WATER VALVE
FIRE HYDRANT
_ �— - - — _ -Q \
- ...........
❑❑ WATER METER
.� N/F ® CATCH BASIN / 61 / `•`•`•� I 1 _ J �� °�'� ` �;•�,•` WILLIAMS C. SMITH & WIFE, SHRUB
z
/ O ELIZABETH B. SMITH ASPHALT
\ 47 / / .�• I 1` 1 l / / ' / \ •; DB 735, PG 838 WETLANDS
CA8 UNSUITABLE SOILS J .• /
62 •') • IMPROVED OPEN SPACE
- Q � O0
0
N 572,380.020 O R/%V ��� \ —•� 44 �\l (`. .I / 88 �� // •`' /� i I \
E 1,960,394.139 1/2"
NC GRID NAD 83 EIP(2011) (403 'IC �1 �^' i
<lTY l C2.7
1/2" o /2„ 41 66 i \ /�O\� �so \ 90 . �, //' �� c)
/
ERB EIP /
40 39 ` 67P�O�\� ' \\ p 'off\ Ci2.6
I� � 1/2" / /\ _ _ �� ���''b v .' // o� z�' C G /
1/2" \`—/ ERB / �` J. Q�� 33 ��� p/L\ // �� P C2.5
ERB may' CA7 = /. /
1/2 cul
1/2" ERB 38 / 36 \ � __ -/ 34 i�F \ '' 91 0�� �.o= �.•. I
ERB �_— / ` IV U J
,/2�� ERB �__( 12,/2„ / � �� � ; / l / / �� I
1 ERB i 14 `, 13 i I \ ERB I I C2.4
1 15 ; I \,_,� 5/8„ 37 - ---
5/8„ ERB \ / ! ��� / I ERB' ERB / ♦ � - " — — — _ �-- / / C2.2
_ 1 LOW RE s pRIVE) _ - - - - _ - _ SHEET KEY
pRING F 5/8" 1 ` O _ - - i �° // / ... ; . _ C2.1
SR 1399 (S P�gLIC R�W ` ERB t . . . . . . �4 ` _ /// ; \ \ �` +♦••••`+`•'+` _
50 '• EIP
CAROLINA SEASONS _)�' •`5/8" !� �_ .�� I /
PHASE 2 SECTION 1 8' ERBERB
/ °f-� - �/ 21 ``.♦+• // ' 97 _ _
PB 2009, PG 96
EIP �_ _
EIP
ERB01111 "0" 00
\ / I / J� P 1 1 1 // \ 1 Q ❑ __ �_
1" EIP ° / �_N\ � • / 94 O=� /
(PINCHED) 1/2" 1 — / I
SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
4. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
5. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
HARNETT COUNTY AND STATE REGULATIONS.
SITE DATA
OWNER
SHAUN GARDNER
MAILING ADRESS
206 SHORELINE DRIVE
CITY, STATE
RAEFORD, NORTH CAROLINA 28376
PIN NUMBER
9567-22-1421.000, 9567-11-9495.000,
9567-11-6329.000
TOTAL SITE AREA
5,051,352 SF (115.96 AC)
AREA TO BE DEVELOPED
5,051,352 SF (115.96 AC)
CURRENT ZONING
RA-20R/CONSERVATION
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
104
DISTURBED/DENUDED AREA
23.3 ACRES
OPEN SPACE REQUIRED
00.00 ACRES
OPEN SPACE PROVIDED
47.45 ACRES
SETBACKS REQUIRED:
RA-20R
FRONT
35 FT
CORNER SIDE
20 FT
SIDE
10 FT
REAR
25 FT
\
\ EXISTING
PINE STUMP
\ I WITH NAIL
\ - 1/2" SRB
SRB
0 30
� o
' 5/8" ERB
INSIDE
1" EIP
/
/ a
N/F
LEON UNDERWOOD III &WIFE,
/ SAMANTHA UNDERWOOD
DB 3855, PG 336
PB 2020, PG 206
/
/
/
d 1/2"
ERB
QD
I14
I
N/F
WILLIAM ARNOLD JOHNSON & WIFE,
\ CAROLYN KAY JOHNSON
26 ' II / ``// 93 / DPB816, 1, PGG6 306I /
o
2
„ 1 /2„
EIP /
SRB
/2„ ; \ SRB 0
EIR I CD CD
N 571,140.312 ` I
L E 1,963,081.011
,/2,� \ 1/2„ NC GRID NAD 83
SRB INSI 17(2011) '
.' ♦ 1„ EIP 1 1/2"I /
EIP
�
\ / SRB
O
CD
2I2 CD O�Qi/ ` �0 R/tv RS/tij I ❑ I =16❑ I
/ / / O (� p `� N F
N F Q �� 11 9 p e<l� N T , /2„ /
CAROLINA SEASONS PROPERTY \ ;; j / h� EI `T/RFF R EIP JEAN M. WILLS I
OWNERS ASSOCIATION, INC. I O �o DB 16 , PG 6
DB 947, PG 533 I 1/2 / 2 ACC, SS� \ PB 1, PG 306
I ... • 12 o iO � � I N/F
WILLIAM COLEMAN OVERTON /
TRACT 2 OF 3 �l \ I� 1/2" EIP
DB 3561, PG 73 �\ 1 13 �C-4 EIP \
TRACT 2 OF RB —\ \ I O \ \ I
30' ST R E ETSCA P E BUFFER DB 906, PG 850 _ \ ' 1;P" c-5 ; CA3
— — — — PC #E, SLIDE 2-B i G3 ; .
LARGE \ I 1/2" I
MA5' Xat�' 30'a RING
TMATU
REE 01
4 / __ o SRB \\ \ 103 N/F
1/2" � � � � � I SAMMY D. THOMAS
j EIP O Cr6 ' 2" EIP . \ DB 3366, PG 626
EVERGREEN HEDGE •` / \ (PINCHED) 00- \ \ 1/2" PB 1, PG 306
CAROLINA SEASONS �__� 00� \ 104 /\ o 1/2"
, /2" EIP \ C-7 � � SECTION ONE \ C-2 � � \ \ CA2 EIP �
SRB o PC #E, SLIDE 85-C
O O
1/2" 1/�O /
EIP EIP
EIP
GRAPHIC SCALE I �A-3; ,
150 0 75 150 300 600 \ A_4 I A_1 j O CA1
TIBM
4D DISK #3
EIP} IN570,310.618 O /
( IN FEET ) / EELEV2354. 617 \ ERB EIP 1" /
1 inch = 150 ft. i\ NC GRID NAD 83—�_ — — EIP
A-5 ; NA�'88 SR 1323 (PONDEROSA TRAIL)
1DIP oE} _ _ 60' PUBLIC R/W
1" EIP
WITH NAIL
AT BASE
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
y\ CARo
ZQ�FESS /0 •••�i
r 517. _ �D •
izz R l f,S�`c N``
011 -1-1 -it
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
OVERALL
SITE PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=150'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-200

463
/2 is w
<11'0
T
44
N /F
GEORGE W. WILLIAMS & WIFE,
PHYLLIS S. WILLIAMS
DB 1292, PG 319
LOTS C2 & C-3 OF
PC #E, SLIDE 85-C
S6, S2 2jF
-
- 2"
(PINC
N /F
GEORGE W. WILLIAMS & WIFE,
PHYLLIS S. WILLIAMS
DB 1292, PG 319
LOTS C2 & C-3 OF
PC #E, SLIDE 85-C
I
I
I
I` \
\
I \
\
\
\
I _
\
I
\
\
I \
\
\
\
\
\
/ 1 EIP
O6L
Cp
/ A
o,A
v�_
30' STRE_ETSCAPE BUFFER
5' LARGE \
MI AX I� �30MATURING
TREE \
EVERGREEN HE \
EXISTING WOODS TO QUALIFY FOR 30' BUFFER DO NOT CLEAR THE
BUFFER. IF THE EXISTING WOODS IS NOT APPROVED AS THE BUFFER
THE ABOVE PLANTING SCHEME WILL BE EMPLOYED.
f\ A-1 ;
N /F
GEORGE W. WILLIAMS & WIFE,
PHYLLIS S. WILLIAMS
DB 3649, PG 240
PC #E, SLIDE 85-C
EIP R=1023.35'
\ LCHORD34'
5/8" S68°10'45"W
ERB
o R=1023.35' � � /155.19'
L=193.49'
EIP CHORD /
S77°56'54"W
193.20'
SR 1323 (PONDEROSA TRAIL)
60' PUBLIC R/W
1" EIP -- -- -- -
WITH NAIL
AT BASE
S6),
49 77 ,F
9 37. S4'
TOTgG
EXISTING WOODS TO QUALIFY
FOR 30' BUFFER
DO NOT CLEAR
M
16 ;
N /F
JEAN M. WILLS
DB 1698, PG 900
PB 1, PG 306
O'x7O' SIGHT EASEMENT
,
,
,
,
,
,
,
,
50
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
38.49
25.00
N19°43'24"E
34.80
C2
78.26
725.00
N27°28'36"W
78.22
C3
125.16
725.00
N35°30'52"W
125.00
C4
125.16
725.00
N45°24'19"W
125.00
C5
125.16
725.00
N55°17'46"W
125.00
C6
96.58
725.00
N64°03'29"W
96.51
C104
363.05
775.00
S54°27'15"E
359.74
C105
125.14
775.00
S36°24'29"E
125.00
C106
100.07
775.00
S28°05'00"E
100.00
C107
38.08
25.00
S68°01'03"E
34.50
LEGEND:
EIP Oo EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25' SPOT ELEVATION
BENCHMARK
M MAILBOX
m TRANSFORMER
PPS UTILITY POLE
C• GUY WIRE
0 TELEPHONE PEDESTAL
wv
N WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
SHRUB
0 ASPHALT
0 WETLANDS
UNSUITABLE SOILS
0 IMPROVED OPEN SPACE
EXISTING WOODS TO QUALIFY
FOR 30' BUFFER
DO NOT CLEAR
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft.
t 1
\ N /F /
SAMMY D. THOMAS
DB 3366, PG 626
PB 1, PG 306
r 1 /2„
/ EIP
•--_S38°46'13"W
33.08'
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
`````Xy\ CAR, z
S �
•
izz R l 1S�`c N``
011 -1-1 -it
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
SITE PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-201

Soto/>1
0
O U1
0
Cl)
00
0
z
o �
it
Q
z
I
\ o
\
40' \
\
\
\
\
\
N/F \
CAROLINA SEASONS PROPERTY
OWNERS ASSOCIATION, INC.
DB 947, PG 533 '
1
1
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C7
65.47
255.00
N60.31'07"W
65.29
C8
39.48
25.00
S8135'36"W
35.51
C9
39.41
50.00
S58.55'54"W
38.40
C10
157.08
50.00
N08.29'11 "W
100.00
C11
22.14
50.00
S85.48'14"E
21.95
C12
30.77
25.00
N71.36'51 "E
28.87
C13
37.70
25.00
N06.51'11"W
34.23
C14
168.43
475.00
N60.12'50"W
167.55
C15
46.43
255.00
N65.09'21 "W
46.37
C16
209.48
255.00
N36.24'21 "W
203.64
C93
205.73
205.00
S41.37'20"E
197.21
C94
36.65
25.00
N67'37'40"E
33.46
C99
41.89
25.00
S22.22'20"E
37.16
C100
77.49
525.00
S66.08'37"E
77.42
C101
101.13
525.00
S56.23'47"E
100.98
C102
69.03
525.00
S47.06'41 "E
68.98
C103
87.76
205.00
S55.36'34"E
87.10
40 /
r
•• �MqT
H
►` , SFF
s
cAI \So o,
i� ♦ \` 1,066,518 SF 'off
\` (24.48 AC)
40'C� / Q�
/CVEGETATIVE BUFFER 4# ( AC) 3,20 O M
FROM TOP OF BANK / �' \` �` ' ' / oo�a
l� , Nei
� CAS 64 1,49,479 SF /
/ / (3.43 AC) / \ N� _
/ �� 30' VEGETATIVE BUFFER \�>022\ \ / v� 20,650 SF o / ♦ Mq
FROM TOP OF BANK \ ` 2p"W 9 `2, �/ 20 `'° 2�� / (0.47 AC) M^ / o \ ♦ TC/y C/
•
R30 \ / / 20,247 SF
0.00' W 2> R30 /I / 3
5 00 N
11N
3
�q S36 0 y w w 21,406 SF 07(0.600AC)(0.49 AC) /o \ �07 / 0
c
CD
20,000 SF /
° \
22 2p.,w (0.46 AC)
>20 s2 /� 0 CD
o /
T�Tq� G ° ��.. / N 20SF / / \ `\ \c`p�
I
IV � �IV IV IV ` � \
w w IV IV IVw / 20751 SF > �� R30 N 571,140.312
SO00, \ l / < / t,11 E 1,963,081.011
t t Y 1/2" EIP \ (0.48 AC) C NC GRID NAD 83
\ INSIDE (2011)
1 w y 41 / y \ 1'/ 1 EIP
w v 41 41 41 �0000, ` / / R30 IP
/
1�1 41 41 41 41 41 41 41
\ N 22.07' 33"E
u, y. � u. � u. � .l. � � �, 34•S0• �p0 00, !y\ 10.00'
/ \ S
slier � / //
° ,F4 Fss
O S
/moo' N
20,180 SF El
O G`�� / \ >2\� & UT�v FAR 6.q08
q
41IVIV I w 41 IV IV w� ( ) / Q� J� / CFSS v
/ w41 IV w w w IV IV2733SS7 / �Q v� / �Z . >. ) S
vw ` \ � w41 0\ CD
41 41 41 41 41 IV % 72004,
% , 20,174 SF
� 41 41 41 41 41 IV 4 Qy0 86�Tq/
(0.46 AC) /
IV 41 IV IV IV C
CD C-2
i
N/F y l l l l 21,771 SF /(3/ / ,^-)
WILLIAM COLEMAN OVERTON (0.50 AC) \ V ^
TRACT 2 OF 3 / / 9 •
DB 3561, PG 73 l l l l l I I / Dom% \ 11 c�� /Q)d
TRACT 2 OF / ya / `� 21,328 SF
DB 906, PG 850 t I / 0 20,910 SF (0.49 AC)
PC #E, SLIDE 2-B IV IV IV v 41 I I / c�� / �o�\ \ (0.48 AC)
\ N
3907`\
EIP
I / /
�2
y 1/2" o / 12 \ 16.82' S w 4)
00
sRe' j C11 20(0.46EI
0AC) O 1EIP 8 T°Tq< P LEGEND:
f�C-4 EIR (0 EIP-EXISTING IRON PIPE
/ o' \ ��_�/ OO EIR-EXISTING IRON ROD
TEMPORARY ACCESS / can /^° / \ SS� ERB
EASEMENT�i o 39. / N/F OEliB-EXISTING REBAR
I Ln / 200 0j•.\ \ AMBER MORRIS sRBO SRB-SET REBAR
'00• F o &HUSBAND, N / F - NOW OR FORMERLY
O \ \ / o \ BRADLEY MORRIS
J �1'l y moo° DB 2278, PG 349 R/W - RIGHT OF WAY
PC #E, SLIDE 85-C
� RCP -REINFORCED CONCRETE PIPE
O
TEMPORARY TURN `� ` 13 \ \ , PROPERTY LINE
AROUND ` \ 20,000 SF ADJACENT PROPERTY LINE
`\ \ (0.46 AC) f'C-5 - - RIGHT-OF-WAY
OVERHEAD UTILITY
1/2" SS\ N/F - - WETLANDS
l size / °09°7F\ `moo P` C &RHUSBAND, \ PERMANENT EASEMENT
0
0,
O ANTHONY L. JOHNSON \ � TREE LINE
DB 2943, PG 40 270 MAJOR CONTOUR
y o1� PC #E, SLIDE 85-C
�� \ 278 MINOR CONTOUR
u• u• \ � ^0� � 1/2
\ X 301.25' SPOT ELEVATION
yJ ,EIP
_QBENCHMARK
MAILBOX
m TRANSFORMER
II C-6 i \ PP • UTILITY POLE
W ' 33,290 SF / °I N/F \ \ , C• GUY WIRE
(0.76 AC)
(b GEORGE W. CHRISTMAN & WIFE, ❑T TELEPHONE PEDESTAL
wV
- +I I / GERALDINE R. CHRISTMAN D4 WATER VALVE
DB 2511, PG 851 AFIRE HYDRANT
PC #E, SLIDE 85-C y�]❑� WATER METER
o
I/ 1/2\ \ ® CATCH BASIN
EIP \ SHRUB
/ \ 0 ASPHALT
GRAPHIC SCALE _ \ OWETLANDS
�C-7 \ UNSUITABLE SOILS
50 0 25 50 100 200 / �� ��-�/ \ IMPROVED OPEN SPACE
1 111!" 1 1- N/F \
JESSE J. PORTER & WIFE, \
1/2" / EVELYN T. PORTER ,
DB 2096, PG 245
( IN FEET ) sR6 �S3• PC #E, SLIDE 85-C
1 inch = 50 ft. `�9�7 24.96' O
EIP
0O
O
O
1 /2„ 1/2 -
EIP EIP
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CAR, z
• .,
b�•2�•22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
SITE PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-202

LEGEND:
EiP Qo EIP-EXISTING IRON PIPE
EiR Oo EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25' SPOT ELEVATION
BENCHMARK
MB MAILBOX
m TRANSFORMER
PPS UTILITY POLE
C• GUY WIRE
0 TELEPHONE PEDESTAL
wV
N WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
SHRUB
ASPHALT
0 WETLANDS
0 UNSUITABLE SOILS
IMPROVED OPEN SPACE
9 o
\ �,/
♦
/
N42°42'31W
300.00,
LS47°17'29"W
/ 27.49'
S47°17'29"W /
27.49' \
/
C'
1 , ,
271,734 SF ♦ Q� eGv�v / a°'
(6.24 AC) 0`� 41
J \
J \
k)
� O O \
O^ ^^
o/
1% 20,000 S
/ 1�% (0.46 AC
i / ♦ �° 1 / � SS2
o°, F
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C17
106.75
205.00
N27°47'26"W
105.55
C18
39.27
25.00
N87°42'31 "W
35.36
C19
36.36
205.00
S42°12'34"W
36.32
C30
45.23
255.00
N42°12'34"E
45.17
C31
39.27
25.00
NO2°17'29"E
35.36
C91
85.79
255.00
S33°04'15"E
85.39
C92
47.00
255.00
S18°09'09"E
46.93
C95
30.77
25.00
N09°38'12"W
28.87
C96
110.98
50.00
N18°41'05"E
89.56
C97
52.36
50.00
S67°43'45"E
50.00
C98
155.29
1 50.00
1 S06°03'03"E
1 52.52
MATCH LINE- SEE SHEET C-2.6
//' �, ' ♦/ / ♦I
♦ /
b
j 41
b ti I
°o \'
21 \ \ N
21,715 SF \ \
(0.50 AC) \
20,
co
1
SS 2, N 1 1
p ?OF\ \ 1 1
\ ' 1
1 �
n
1 � Z
1 �
' \ c�
\ N
O�Pv 41 1 J c
V�'
Nl IN_
' 1
1
CA4 1
' 149,479 SF 1
(3.43 AC) 1
1
1
O^ O� 1,011,8114 SF /
/ h401 (23.23 AC)
♦
♦
a II
1 ♦
40
t
♦ � / / � / ,<v"N� 5131
o
J
o lg,
°°
/ ♦ / ♦' ' N / I I I
41 / ♦ ' / I I 113,372 SF °
♦ // I (2.60 AC)
41
1 / ♦ 20,993 SF
A / // 1 ' N6 \ R35' 10
�2
4.
Cb
3' STREAM C ' CV 0o F 6SA^^O
IFFER // � � � R50
SANK
20,744 SF o \ `cp,
(0.48 AC)
Al
30' VEGETATIVE BUFFERf \ / J
FROM TOP OF BANK / ' &
22,738 SF
/ ♦/ o° > , l (0.52 AC)
• 41
20,100 SF
._ / ;) 56�22' I
� _
SHEET KEY
SFE N6�\
SyFET 2220.E
C\2 2
GRAPHIC
( IN FEET )
1 inch = 50 ft.
f\ 14
N /F
WILLIAM ARNOLD JOHNSON & WIFE,
CAROLYN KAY JOHNSON
DB 816, PG 976
PB 1, PG 306
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
y\ CARo
R. .••...•.. G�
Zp �FESS / , - -
izz R l 1S�`c N``
011 -1-1 -it
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
SITE PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-2n3

LEGEND:
EIP Oo EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25' SPOT ELEVATION
BENCHMARK
M MAILBOX
m TRANSFORMER
PPS UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
wv
N WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
SHRUB
0 ASPHALT
0 WETLANDS
UNSUITABLE SOILS
0 IMPROVED OPEN SPACE
to 0*" ♦ ♦ Mq Tc
lY
to110
I ♦ ♦SFE
• 000000
•
C
• - - - - _ - �/30' VEGETATIVE BUFFER
• FROM 0TE OF BANK s
sue-
// �
/r
/ 271,734 SF - p�1$ / - - - '
(6.24 AC) / -
CV
v
/ -'
o
_ /
'' A
I 40 /
0 Qom/
♦ O
N 1 / Y
I
O �
ISF 50,944 SF
I (1.093AC) / (1.17 AC) ° ,/
i- cp
/'b'•
\ /
22?0"w
80• �2• N87°05'04"W
1 /2 SRB 158.45' / / C20
R50
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C20
12.10
255.00
S38°29'15"W
12.10
C21
80.33
255.00
S48°52'19"W
80.00
C22
80.33
255.00
S66°55'18"W
80.00
C23
80.33
255.00
S84°58'17"W
80.00
C24
91.17
255.00
N75°45'39"W
90.69
C25
59.72
50.00
N31°18'05"W
56.23
C26
97.36
50.00
N58°41'55"E
82.69
C27
60.28
50.00
S30°58'44"E
56.70
C28
33.66
25.00
S35°00'48"E
31.18
C29
247.90
205.00
N71°46'14"E
233.07
0
c"
Cl)
00
0
z
0
it
C7
U
z
/ 20,000 SF F
C\ (0.46 AC)
� \23
00, F�
25 ��
20,954 SF
(0.48 AC) ,
0
�QS7,OF�
s/11ERB 24,899 SF p22 '
NSIDE (0.57 AC) o,•
1" EIP C
' 149,479 SF
(3.43 AC)
/ '
°^ � //
/ \ LP_ gyp. 1 /2„ ,
2" SRB
EIP \ \ / 0N.0 N%0222p
\ C23 \
7
91\
CD
\ 23,860 SF
/ 20,997 SF do
�6531 W 3 \ (0.48 AC)
OS
^I 54 96, L6 \ 27 \
r q4LO
OT I 28 28,033 SF \
1g326 23,330 SF \ (0.64 AC) \
(0.54 AC) \
25.41' o w\
6 � Nc'
GRAPHIC SCALE , N/F tk 0'03.
/ LEON UNDERWOOD III & WIFE, A \ \
50 0 25 50 100 200 SAMANTHA UNDERWOOD TOTgC 1/2
/ SRB
DB 3855, PG 336 /
PB 2020, PG 206
( IN FEET ) / EIR NS ° 6A\
1 inch = 50 ft. 6�
�Y gN
/ 80 s3
/2„
mom S
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
y\ CARo
S �
tsF •"U
�zz R l 1S�`c N``
011 -1-1 -it
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
SITE PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-204

C41
N 572,380.020
E 1,960,394.139
NC GRID NAD 83
(2011)
3
N
ryry ry/
r
I , Z
� o
J
�O w
1x. °�°-- o
, O 41
(�J
� I
I 111,005 SF I I o
(2.55 AC)
♦
I
00
46
20,059 SF
\ (0.46 AC)
N6j
00,
9° 20,866 SF
Raw (pu& /C TOTgC \ (0.48 AC)
C & O�C/T� \ \ l
/ W qC \
ry
SF
1 Re o \ / (0.47616
0 476AC) X & co
1 /2„ ry ry R30
DIP 86 S2. ` / / 40
\ / 20,212 SF N
\ / 21,603 SF
(0.46 AC)
(0.50 AC)
2601 Z_�_
6 S3 7'0
ERB\ 9Q\ J
1/2
c,
/ /
' ERB I O
I 51"W 100.03' 1ERer � J�
S80°31' o /ryry
N67°31'
12'
Q F
I � 11 "W
� J
� ERB 13.02' I o 25,034 SF /. h
T 1 /2„ I (0.57 AC)
ERB I� 1 /2„ / ryry/ryry
1 1 /2" I I ERB \ A,) ryry /
1 ERB I /
\ 12 i N6>3 \ AD
13 fil.
1 I f\ 14
I 1� 15\� I I N05°06'06"E
i I 15.59' 5/8' �6
Mq TC
EE
SyEET
C_2.
/ C;1
O'er
178,306 SF
oo� (4.09 AC)
ry• �
.N;7229'°'9„w 1-� 1 D
U
1 Ld
w
LLJ
\ 2
Z U)
o
w
�w
(A
o ,Ld
I� z
O J
O
o 0
::69 I Q
1
139 SF - -
85 AC)
-
Ci
(0.51 AC)
ERB iR30' C� N 13�1a11 ♦♦
I - 8" C1° ��cs ` (0.57 AC) 24,771 SF
5 1%
I - ERB 9 R30 - 5/8„ ryry L �/ 56 ��
ERB \ ♦ ✓
LEGEND: 1 I _ _ ^o ♦ �-
DIP
O EIP-EXISTING IRON PIPE 1 _ - �p�VERS DRtvE� R=335.00' 30' VEGETATIVE BUFFER /
OO EIR-EXISTING IRON ROD I 1 SPRING F w L=100.19' \ N88°57'33"W 96.57' - `♦ FROM TOP OF BANKSRB i
ERBO ERB-EXISTING REBAR _ SR 13g9 50 PUg�IC R� ", - _ CHORD \ ��S \ , /
N76*05'41 "W
O SRB-SET REBAR 99.82' ► ^o
N/F - NOW OR FORMERLY �� 1 - •
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25' SPOT ELEVATION
BENCHMARK
M� MAILBOX
m TRANSFORMER
PP • UTILITY POLE
C GUY WIRE
0 TELEPHONE PEDESTAL
wV
N WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
SHRUB
0 ASPHALT
0 WETLANDS
0 UNSUITABLE SOILS
IMPROVED OPEN SPACE
GRAPHIC SCALE
50 100
( IN FEET )
1 inch = 50 ft.
I N6 N6�36, "� I 271,734 SF
>>'� , (6.24 AC) . 4
ERB 6280, ' •
5/8� \ . .
UL■V CAROLINA SEASONS ERB
C2.3 PHASE
2009SECTION 1 , PG
PBI \
C2.4
I N F
C2•2 \ JAMES DA ID MCCALL
SHEET KEY
C2.1 I \ DB 3519, PG 444
PB 2009, PG 96
10
I N /F \
_ MRH LAND HOLDINGS III, LLC
I DB 3910, PG 323 \
\ PB 2009, PG 96
ERB
\ �p ERB
\
\
200 \
\
\
\ O
\
79-51'57"W 7g.68
411,
S'
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C33
368.70
325.00
S79°47'29"W
349.24
C34
39.27
25.00
S67°17'29"W
35.36
C35
39.19
25.00
S2237'04"E
35.30
C36
32.32
25.00
N59°19'20"E
30.11
C37
39.27
25.00
N22°42'31 "W
35.36
C38
21.03
25.00
S88°11'47"W
20.41
C39
14.66
50.00
S72°29'55"W
14.60
C40
125.96
50.00
N26°55'58"W
95.20
C41
100.57
50.00
S77°08'24"E
84.45
C42
21.03
25.00
S4336'50"E
20.41
C43
39.27
25.00
N67°17'29"E
35.36
C44
81.06
1975.00
N21 °06'56"E
81.06
C65
90.01
2025.00
S20°16'51 "W
90.00
C66
26.05
2025.00
S21 °55'22"W
26.05
C67
39.27
25.00
S22°42'31 "E
35.36
C68
151.92
275.00
S8332'07"E
150.00
C69
1160.05
1 275.00
1 N63°57'53"E
1157.80
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
y\ CARo
Zp �FESS /0% 41 i1
izzZ R l f,S�`c
011 -1-1
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
SITE PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-2m5
1" EIP
(PINCHED)

N�Mw
� 1 t
�
N82°04= 18=,
w1 I
w
i
cn
I
I
W
S82°04S7"E 95_.00,w
o
N6 5
N >
I1Z
1�V)
LO I _
/
w
0Q
Z
I
0,429 S27F
QCD
I
Q
I
L
� �a
2\
tJ0
1
S86.59' 38"W
I
I1-01
\ Lo.
1
I
150.00'
I
1
83
`L
\ \
,
F
1
�
1
1
27,364 SF
(0.63 AC)
\\
I
1
1
\
1
1
I
21,099 SF
(0.48 AC)
\
`
/
/~
1
I
/ A9�
C�,
004
70
00
R50
N
z ^ 71 \ si-?o
I 1 \ \ 21,681 SF °O• 'iy R30
Ur (0.50 AC) >
w 1 ti� 01
2 a, R30
CV 79
('0
W�
LLJ
JI 23,007 SF oh/
_ (0.53 AC)
/ >/
,
tiR � o
/°p
cab o°.
o• \
178,306 SF ♦ i 00
(4.09 AC) ` /per
i,•� to / \ 20,250 SF
%R30 , 1 a, / SR�s (0.46 AC)
/\
R30
00,
C32
�ko', 22,666 SF \
(0.52 AC)
�k_00_
1 /00' / </ 110./
ti
/ \ \ 23,366 SF ♦�0 cg �� A k��
RS
(0.54 AC) \ .0 GT �� c'\
Rc�i� \ `OT9�
a 00. S'J O
/> � TOT °a
22,138 SF ! ♦ 9`
�00 �♦ 90
00,
30' VEGETATIVE BUFFER
FROM TOP OF BANK
„w 152.10 o /
--4-T-�-- •-,--_.� � T T-� -.-ram.- - Sj 6� � � /�
/e
CA5
271,734 SF
Mq TC,y� (6.24 AC)
4F'
FE
C,
O Z
rr tP
MATCH LINE -
SEE SHEET C-2.7 0
S82°04'57"E 130.00,
Cl)
�-
'^o /Mw ma
z
YJ '
me mftwnnft
1 t,
Mw
84 �N/ Mw MR01111MIft�
5,012 SF / 1,011,814 SF ♦ /// - _
).57 AC) / ♦ ♦ / (23.23 AC) ♦ ,� / f�.� - - - . �- -
Ma am
3 / N,6f0401 N
:85 Y) I
34,905 SF o� // ♦ \
(0.80 AC)
S87 42 31 "E
v� - 360.12' ' '
7.54' / / / '♦ / // ' 882s,
\ 42,877 SF cD
\ (0.98 AC) O M
113,372 SF I cp
o
30' VEGETATIVE BUFFER
°00 F\ a FROM TOP OF BANK41
�� _ _ _ _ - ♦ o
20,400 SF k �� j / / ' j A
o °
\ °\ MATCH LINE- SEE SHEET C-2.3
/
0
O•
15.00'
/ Al
♦
15.00'
/ 41
SHEET KEY
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C32
39.27
25.00
N87`42'31 "W
35.36
C70
39.27
25.00
NO2°17'29"E
35.36
C71
81.14
255.00
N33°35'34"W
80.80
C72
95.56
255.00
N13°44'30"W
95.00
C73
48.62
255.00
NO2°27'20"E
48.54
C83
181.14
205.00
S17`23'44"E
175.30
C84
70.04
25.00
N57°01'37"E
49.28
C85
81.08
50.00
N23°13'06"E
72.48
C86
40.00
50.00
S87°24'27"E
38.94
C87
18.28
50.00
S54°01'02"E
18.18
C88
40.00
50.00
S2037'37"E
38.94
C89
39.27
50.00
S24°47'29"W
38.27
C90
39.27
1 25.00
S02°17'29"W
1 35.36
LEGEND:
EiP Oo EIP-EXISTING IRON PIPE
EiR Oo EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
X 301.25' SPOT ELEVATION
BENCHMARK
® MAILBOX
m TRANSFORMER
PP UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
wV
X WATER VALVE
,�, FIRE HYDRANT
WATER METER
® CATCH BASIN
SHRUB
ASPHALT
0 WETLANDS
UNSUITABLE SOILS
0 IMPROVED OPEN SPACE
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
`````Xy\ CAR, Z'
Q, .•••• ••.. z G�
izz R
b�•2�•22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
SITE PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-2m6

\
\
\
\
\ \ EXISTING
\ PINE STUMP
WITH NAIL
\ 1/2" SRB
64.98'
�\� E S O L &T/ 146. 08,
O 2
107.31'
75.00'
1 -
• W 101.63'
o N
1
Cl)
U7,y y
00 IV
Q
W
o o
C7 O� N 00 I ti i y
1 54 Iz NI '� l y o
55 I z N I 00
24,186 SF
28,138 SF (0.56 AC) I I 20,743 SF CD(0.65 AC) (0.48 AC) o
21,212 SF I
(0.49 AC) I �
_J I
- y z .
52 \ -
\ o rn
23,430 SF \ / I OR
\ / \ `�
N/F4,Asr. (0.54 AC) V _C5_2_ _ C53 w y � •
ALAN EDWARD TYNDALL _ \ I I
DB 3801, PG 981 OSOO?6 iG / i 5% S82°04 5 78.25'
\ / S82°04'57"Ej 0
7.54' R50 ♦ w l ` o
51 G5 i - C59 v v
23,441 SF / �S R35'
\ / (0.54 AC) �� �� 45.02' v v v v `19
)S82'04'57"E o
z
30,057 SF / � O 1 o
(0.69 AC) CD
N. tP I W
_ �124,460 SF 29,557 SF
W / / (0.56 AC) 1 rn (0.68 AC)
N7j38'3� ` q
�97•53' / / rn 29,117 SF o
(0.67 AC)
1^ 4�
236, 2o,S78 20'54 0 3 C;'
1 M
CD 216.20' E �1 r
\ 1 ^ N 50 p0 i
21,757 SF / 1 � � � 1
(0.50 AC) / ^ I l� I I S'16°02' 1 N75°12'3j„ �
\0p\J 60 1 1 I I �o
C4
\ 20,128 SF N /
CD � / � (0.46 AC) � 1 I o
7 1 LA
� I I m
z0 \ 28,480 SF 1 1 \ 258,86 \ o / 1
P \ (0.65 AC) 1 0 / 1
/J o
io \255 0 w \ ,� Q 55 42'
0' \
J (A 61 \ 70 82
-1 \ �/ / J 1
o \ OQ 33,312 SF Qp
(0.76 AC)
47 �J m o° c�
20,182 SF 3 2 21 'f �p�' g LJ
\ (0.46 AC) �\ P4_2>50\ 1=
� � 5� CA8 1U)
227 178,306 SF 1 Ld
S1' \ j
W
62 0'36"W •' 1
S813 Lv
/ 44,731 SIF ♦ I z
(1.03 AC)
C,2. S
S>0•
Sg 39,� ♦ ♦
431 08\
C2■7 1
C2.6 /
C2.5
C2.3
C2.4 `1
GRAPHIC SCALE ^
50 0 25 50 100 200 C2.2
SHEET KEY
( IN FEET )
1 inch = 50 ft.
ON
J
LJ
m
Cn
� 300.001 S82'04'5 7"E
O 2010.43' TOTAL
LJ I -
LLJU)1 i 695.43'
LLJ202.22
z / N141
4°55 53
Q1``��
1� W
- - _ oo'
-
O
O
50.00'
N/F
MILLS FAMILY PROPERTIES, LLC
DB 3496, PG 751
J I 1 1
Q -
p 1 5.0o' S82'04'57"
OE 2010.43' TOTAL
77 I o oo -
20,250 SF rn 1 o I�
- - (0.46 AC) 1 z; I
-
N82°04'57" W-
- 225.00' 1 II-
- L 20,997 SF
(0.48 AC)
00
o I / C76 79
1
R30 _ \ 20,019 SF
76 ► s82 p4 57 :E 1 0_ _ C15 \ O (0.46 AC)
20,250 SF I oI so' Raw MON TREE COURT R35 `�
(0.46 AC) 1 (PUBLIC & T 125•00 /
1 UTILITY ACCESS) N R35' N82°40'01"E
-
N82°04'57 R30 "W �582'04'57"E 1 1 - -
20 70 _ 09.10' L R35 TOTAL / - - 225.00 ' 00, ^Q7
- 1 39.10,/v C
I � k__j
� CA7
C8- - `rsr
I C19 `�OQ `, 1,011,814 SF
I % (23.23 AC)
CD
21,250 SF
(0.49 AC)
LO
N82°04'57 W IZ W LU
,Q I
200.00' 82 13 I ems: '
- Q J J I 3 • \
z o 0 23,616 SF I c o f 81 0 o sa' I o
a ui I (0.54 AC) 0 20,349 SF IopLO
CV
Q J � 1 N oN N (0.47 AC) N �
�m � I� I s0 I
74 I I o: a NI I o
I O o > 3 w I I 20,321 SIF o tt
_ �► I I () I LO
20,900 SF I - P 1 0.47 AC rn �
(0.48 AC) I �I I / L l
L
0
z o
L
N82°o4'S7" 1 1 �I o
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C45
90.01
1975.00
N18°38'03"E
90.00
C46
87.51
1975.00
N16°03'33"E
87.50
C47
83.87
1975.00
N13°34'24"E
83.87
C48
80.27
280.00
N20°34'11"E
80.00
C49
80.27
280.00
N36°59'47"E
80.00
C50
80.27
280.00
N53°25'22"E
80.00
C51
80.27
280.00
N69°50'57"E
80.00
C52
80.27
280.00
N86°16'32"E
80.00
C53
16.76
280.00
S83°47'49"E
16.75
C54
78.54
50.00
S37°04'57"E
70.71
C55
26.05
50.00
S22°50'33"W
25.76
C56
52.49
50.00
S67°50'33"W
50.11
C57
61.55
50.00
N46°49'05"W
57.74
C58
30.77
25.00
N46°49'05"W
28.87
C59
79.70
230.00
S87°59'24"W
79.31
C60
238.78
230.00
S48°19'17"W
228.20
C61
24.98
230.00
S15°28'07"W
24.97
C62
55.04
2025.00
S13°08'07"W
55.04
C63
90.01
2025.00
S15°11'15"W
90.00
C64
190.01
2025.00
1 S17°44'03"W
1 90.00
II � S82°04157"E 130.00' /
- 61505� ^09' MATCH LINE- SEE SHEET C_.6
Ifta
S82°0E qF 4'57" N 2�,,,
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C74
39.27
25.00
S37°04'57"E
35.36
C75
21.03
25.00
N73°49'22"E
20.41
C76
62.78
50.00
N85°41'51"E
58.74
C77
44.51
50.00
S32°49'59"E
43.05
C78
47.34
50.00
S19°47'32"W
45.59
C79
44.51
50.00
S72°25'03"W
43.05
C80
42.05
50.00
N57°59'16"W
40.82
C81
21.03
25.00
N57°59'16"W
20.41
C82
39.27
25.00
S52°55'03"W
35.36
LEGEND:
EIP O0 EIP-EXISTING IRON PIPE
EIR O0 EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25' SPOT ELEVATION
BENCHMARK
MB MAILBOX
m TRANSFORMER
PP UTILITY POLE
C• GUY WIRE
0 TELEPHONE PEDESTAL
wV
D4 WATER VALVE
FIRE HYDRANT
I WATER METER
® CATCH BASIN
SHRUB
ASPHALT
0 WETLANDS
UNSUITABLE SOILS
IMPROVED OPEN SPACE
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
y\ CARo
sF•::' suR�: ��`�
011 •1-1 -it
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
SITE PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-207