Oakmont Ph 2 sect 2 map pg1N
0
w
N
1111,7
( 27 ��^ite
( b 12412 . O `J"
solutions
480Civil engineeringI land surveying
409 Chicago Drive, Sufte 112, fa ftevRW. NC 26306
h' 1910.426.670 (ex1910-426-5777 licensenumberIC-2354tSITE 117
\w aYawWwWYw W YWI ,, t♦ ;w Wy� .--^�, wWy� SEE SHEET TWO FOR114 1177
22
NOTES AND SIGNATURES
W W w W W ; W y `� 1 ♦ i
♦♦ a W w y Y � w w `I' �! 1
VICINITY MAP
NOT TO SCALE
w w WETLANDS„
W W MEw y Y W W ♦
!/W w w w w Y W •� w w .D♦ V W 3• NO GRID NAD 83 (2011)
\
♦ w W W w W W w `% 'I' A
\ ♦ w o 'W
Y Y y W w W Y w \
♦ W W W W W W W W >a ♦ 311 � '� w 1
♦ t
298,574 SF
\... 11' W Y a W w w w (6.85 AC)
N m
m y Y W W W y W 1♦ \ W w '3♦
N/F , m W w W w w w t
M&JM (NC), LLCw 'I'OAKMONT DEVELOPMENT
DB 2887, PG 145 I PARTNERS U.0 / w W a W
FUTURE DEVELOPMENT y J DB 3384. PG 106 W w w w�2 �•e TA��'/y \ .� \ N/F
y M&JM (NC), LLC
OB 2881, PG 145
I a w l ♦ �.,. Z w W I 032 �^®♦� y w w w
� ` FUTURE DEVELOPMENT
1 N I I w• � fi\ I ' �� 7� n = w W W w w Y W�
312-� `W w a w w ♦
,
101,212 I 41996 Sr�, �\ ♦ W a W W W w 1
(232 AC) .4 s . ` \ y 56.009 SF
I ♦ ( \ (0.96 AC) `tl gggg \ (1.29 AC) w w Y w •k / '�
-NOoM2L 2
N' /I!� 40.163 SF `7\,
1 w 6478'40' _� `ey (0.92 AC)
788.ge8 E ���\ \ \NOTOdOs�
I t
�
11 � 1 6.13
306 � N \`� \\ VR3•. 70 tugA� 309 I
ye,
y �� 6SF
`ase Ac) 20,29s SF 63 02C20 t & 0Ivi
T
1 y �� Y 1 •�~a 305 . bb
305
Di
\ w y •4'a>' Y ' 22.767 SF
♦ ♦ ♦ (0.52 AC) nA 8 ,y.
304
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY CREATES \ " 73 w �✓ 29.000 SF
A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY ♦♦ w 2'O• y (0.46 AC''A
OR MUNICIPALITY THAT HAS AN ORDINANCE THAT
REGUENMFO�RELIMINARY PLAT �'"' ? a�
RECORDATION, CONVEYANCE, OR SALES ♦ ♦ w 31(i
7
i
♦ W w w
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM M1 ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK OWN PAGE HEREON OR OTHER REFERENCE
SOURCE _); THAT THE
BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN
FROM INFORMATION IN BOOK PAGE OR
OTHER REFERENCE SOURCE
THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY
IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY
HAND
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCE, OR SALES
8:w1 cclnueI [ A n CI IRurvnR - ) -AF91
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
VRS FIELD PROCEDURES WERE USED. THE COORDINATES
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCE, OR SALES
-70-00' -
M&JM (NC), LLC
J5'42OU•'OU 53-00' TOTALSG5'4211
to
DS 2881, PG 145
W I
FUTURE DEVELOPMENT
o I
100
1"E 603.34' TOTAL - -- ----�
- S05'42'11"W-'
GRAPHIC SCALE
F-7
I
100.00'
80.00' NW42'11"E 119.10' 0?
- �+1✓ �W W w
W w W W
; W W W W y
a �_`
!\ 120 0 60 120 240
y W W W W
w W W Y Y
w W $71'15'44*W 323.54'
`
w w w y
W w Y W W W
W W +� ✓^� -
1
0 296
♦ y W w w
y a w W w a
a a y W w♦ `1�
Y , W Y/� Y W w W W Y Y
IN FEET )
i`
H 20,000 SF v
n
20,000 SF µ
$ 20,866 SF
1 inch = 120 ft.
I (0.46 AC) =
I (0.48 AC) z
♦ 1
a W Y w Y W W V
Y
Y W w 1V w Y
w I W
W
L._.J
/Y �
1111,7
( 27 ��^ite
( b 12412 . O `J"
solutions
480Civil engineeringI land surveying
409 Chicago Drive, Sufte 112, fa ftevRW. NC 26306
h' 1910.426.670 (ex1910-426-5777 licensenumberIC-2354tSITE 117
\w aYawWwWYw W YWI ,, t♦ ;w Wy� .--^�, wWy� SEE SHEET TWO FOR114 1177
22
NOTES AND SIGNATURES
W W w W W ; W y `� 1 ♦ i
♦♦ a W w y Y � w w `I' �! 1
VICINITY MAP
NOT TO SCALE
w w WETLANDS„
W W MEw y Y W W ♦
!/W w w w w Y W •� w w .D♦ V W 3• NO GRID NAD 83 (2011)
\
♦ w W W w W W w `% 'I' A
\ ♦ w o 'W
Y Y y W w W Y w \
♦ W W W W W W W W >a ♦ 311 � '� w 1
♦ t
298,574 SF
\... 11' W Y a W w w w (6.85 AC)
N m
m y Y W W W y W 1♦ \ W w '3♦
N/F , m W w W w w w t
M&JM (NC), LLCw 'I'OAKMONT DEVELOPMENT
DB 2887, PG 145 I PARTNERS U.0 / w W a W
FUTURE DEVELOPMENT y J DB 3384. PG 106 W w w w�2 �•e TA��'/y \ .� \ N/F
y M&JM (NC), LLC
OB 2881, PG 145
I a w l ♦ �.,. Z w W I 032 �^®♦� y w w w
� ` FUTURE DEVELOPMENT
1 N I I w• � fi\ I ' �� 7� n = w W W w w Y W�
312-� `W w a w w ♦
,
101,212 I 41996 Sr�, �\ ♦ W a W W W w 1
(232 AC) .4 s . ` \ y 56.009 SF
I ♦ ( \ (0.96 AC) `tl gggg \ (1.29 AC) w w Y w •k / '�
-NOoM2L 2
N' /I!� 40.163 SF `7\,
1 w 6478'40' _� `ey (0.92 AC)
788.ge8 E ���\ \ \NOTOdOs�
I t
�
11 � 1 6.13
306 � N \`� \\ VR3•. 70 tugA� 309 I
ye,
y �� 6SF
`ase Ac) 20,29s SF 63 02C20 t & 0Ivi
T
1 y �� Y 1 •�~a 305 . bb
305
Di
\ w y •4'a>' Y ' 22.767 SF
♦ ♦ ♦ (0.52 AC) nA 8 ,y.
304
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY CREATES \ " 73 w �✓ 29.000 SF
A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY ♦♦ w 2'O• y (0.46 AC''A
OR MUNICIPALITY THAT HAS AN ORDINANCE THAT
REGUENMFO�RELIMINARY PLAT �'"' ? a�
RECORDATION, CONVEYANCE, OR SALES ♦ ♦ w 31(i
7
i
♦ W w w
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM M1 ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK OWN PAGE HEREON OR OTHER REFERENCE
SOURCE _); THAT THE
BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN
FROM INFORMATION IN BOOK PAGE OR
OTHER REFERENCE SOURCE
THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY
IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY
HAND
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCE, OR SALES
8:w1 cclnueI [ A n CI IRurvnR - ) -AF91
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
VRS FIELD PROCEDURES WERE USED. THE COORDINATES
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCE, OR SALES
\ �I
TEMPORARY
\ GRAVEL
TURN AROUND
\ \ (�•)
126.41 r
1 r
W
31321,40 r g 314 r 315
; I (0.895 SF 2
60 A a (0.4 +1 I (0.49 ASF
s
TEMPORARY
505'42'11"W GRAVEL
TURN AROUND
60.00' (TYP.)
I -._.J L_- L_._.� l r _ - - W
r mutt
W 200'
-70-00' -
M&JM (NC), LLC
J5'42OU•'OU 53-00' TOTALSG5'4211
to
DS 2881, PG 145
W I
FUTURE DEVELOPMENT
o I
\ �I
TEMPORARY
\ GRAVEL
TURN AROUND
\ \ (�•)
126.41 r
1 r
W
31321,40 r g 314 r 315
; I (0.895 SF 2
60 A a (0.4 +1 I (0.49 ASF
s
TEMPORARY
505'42'11"W GRAVEL
TURN AROUND
60.00' (TYP.)
I -._.J L_- L_._.� l r _ - - W
r mutt
W 200'
-70-00' -
100.00'-
J5'42OU•'OU 53-00' TOTALSG5'4211
to
20,000 SF g
(0.46 AC)
100.00'
80.00'
L
7
1"E 603.34' TOTAL - -- ----�
- S05'42'11"W-'
_
� . C78 23.34-
zsae9
0.80
y, ♦
-70-00' -
100.00'-
100.00'
- -100..00• -
100.00'
80.00'
303 -7
7
7-7
\SF
_
F-7
I
100.00'
80.00' NW42'11"E 119.10' 0?
DRAINAGE
F EASEMEN -1
_
I I I
SF
AC) M 302 <
$ 301 a
$ 300 w
'nc
e 299 a
$ 298 a
$ 297 a
1
0 296
ro n
2 iV 26,791 SF a
l"
$ 20,000 SF a
N 20,000 SF
ro
N 20,000 SF a
i`
H 20,000 SF v
n
20,000 SF µ
$ 20,866 SF
/ (0.62 AC) z
I (0.46 AC) =
I (0.48 AC) z
I (0.46 AC) =
I (0.48 AC)
I (0.46 AC) i
I (0.48 AC)
I
(0.48
w 200.00' -
L._.J
I
J
L_._ J
L. -J
L. - J
L. - J
L._.J
L._.J
S07 -11-30-W
N05"42'11'E
N0542'11'E
NOS'42Y7'E
N0542'11"E
NOS'42'11'E
N0542'11'E
r W W 164AW' -w
100.00'
100.00'
100.00'
100.00'
100.00'
10.5.00'
S38'32'4eW W W
r !
II
f
♦♦w Y Y Y
II
W w W
`♦ 289 Y//$'.a
w
290
I �M
$ 291 g
( W
8 292
I
293 g
I
g zsa g
2ss
45.918
1A5 AC) $
20.000 Sr
(0.48 AC) 0
n 20.000 SF Y
1 (0.48 AC) LS
N 20.000 SF *
I (0.48 AC) 0i
Qc
Ki 2-000 SF
I AC)
$% 20,000 SF
I
5c2
iv 20,866 SF
I
r,y�
(0.48 rn
(0.46 AC) a
(0.48 AC)
_. _ _.-._,-
L._.J
L._.J
L._ J
L._.J
L. - J
L._ J
C75 146.48- -1100-5-1-102-.020'--I--100-00'
100.5-
100.00'
_80.00'
)P
•
VARIABLE DRAINAGE,)
I ASDAENT' -I �
3 j X18
0
i 204 0 203
JA YI
20,452 SF r g) 20.886 AS
. �i 1 L4
(0.47 AO) I (0.48 AC) I ; I
�Ic
L._.J L._.Joh,:
/ NOW42'11"E 209.51' TOTAL I
RON
gI
/ f7911 I (1921 1
'���1
JIMMY
PROJECT NUMBER:
J WINDFIELDCOIIRTISVRNO
F16M1E s un11r ADCFSS (3D'
_- _ _
200.00
S 20,000 SF o
- (0.46 AC)
L 505'42'11"W-' -
gl 01 200.00' -
ei F -
-^_I 00 168 g
~ ; I S I 20.000 SF I o
(0.46 AC)
l rL.SO200o0'W
-.J
1'
W
l: S 167 $
r 4 jo 20.000 SF I g
(0.46 AC)
g ` SO5.42'71'W- J
-I -200.00' -
I.
1 IS VARIABLE 166 g
DRAINAGE
1 EASEMENT ASCF)
LZ
�-L
�.J
S05'42'11'W 119.10' ce
-N05*42'11"E 726.48' TOTAL--
RON
I
SEAN
�)
JIMMY
PROJECT NUMBER:
J WINDFIELDCOIIRTISVRNO
F16M1E s un11r ADCFSS (3D'
_- _ _
460.00' TOTAL.-__
\SF
_
'-NOW&11'E
80.00'_ T 100.00
100.00'
100.00'
80.00' NW42'11"E 119.10' 0?
DRAINAGE
F EASEMEN -1
_
I I I
F
7
V IABLE 1
162
� b w'
202 h c 201 n
m
$S 2W h
a
199 h
IS o �EA$EMENT
1� � I "' 22,827 SF I ri
$ 198 1 ^ 01 (0.52 AC) -
T* $ m
r
8g
g 20,866 SF g1 . SD5'42'11'W- .
I�
20.000 SF 20.000 SF
N 20.000 SF
�`+ 20.000 SF m
AC)I
(0.46 AC) I (0.48 AC) z
I (0.48 AC) z
I (0.48 AC) z
(0.48
w 200.00' -
L._.J
105.Do'100.00'
100.00'
100.00'
105.00' I 21,250 SF
ull (0.45 AC)
I I
N05'42'11'E
510.00' TOTAL
I I 1
r 1931 I x1941 I !1951 I x1981 I x1971 1
N
RON
I
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
631
\SF
46.092 SF I
(1.08 AC)
r
g
43,772 SF \
zZ
(1.00 AC) • \
W-1101
REVISIONS
d- F
Y
3
r
® q
._I w
w ¢
C O
2
PROJECT NAME
OAKMONT
SUBDIVISION
SURVEY
PHASE TWO
SECTION TWO
TAX ID# 0507.43.4597.000
EXECUTIVE DRIVE
BARBECUE TOWNSHIP
NEAR LILLINGTON
HARNETT COUNTY
NORTH CAROLINA
CLIENT
OAKMONT
DEVELOPMENT
PARTNERS, LLC
5112 Pine Birch Drive
Raleigh, North Carolina 27606
Phone: (919) 793-5237
PROJECT INFORMATION
SURVEYED BY:
RON
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
631
DRAWING SCALE
HORIZONTAL: 1 "=120'
DATE SURVEYED
JANUARY 20, 2016
SHEET NUMBER
1
OF
2