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1116
11411 SITE
1177
VICINITY MAP
NOT TO SCALE
c-
1117
1 ♦
ti aa.6o' /
4� 7pp - \ ♦ /
26,897 SF h. �4g•
u N75'22'17•E h� (0.62 AC) . / �J` 1 TOT
1 S 48.82'a7�k
1 1 193 \ ryryo 185 / ` ♦ \ ` .
127,755 SIF / 'ell / 22.ODO SIF
11 (293 AC) I ; \� (0.51 AC)ryryryg 196 / / ♦ xg /
\ rn ♦ ` i '' \ / / 22,OOD SF ,\0 . J /
8
o of pp / (0.51 AC)
I` > ♦ � \` ��• \ y�^ryrvo. 197
"` \
'1 -E C9� Nye \ / 21.279 SF
47so (0.49 AC)
M&JM (NC). LLC
DB 2881, PG 145
FUTURE DEVELOPMENT
?4 64"k,
s OC• C ,,, 199 / 'q[ 505.42.11"'
N2i�571 f NJO Og•\41
4' , p 6 \ / / 22.672 SF 704 50.00' TIE
?8>p=, 3g F, '�.� 1?.T 44 �3)� (0.52 AC) p^^ 189 50542'11-W 209.51' TOTAL
` W 00' �� - \ \OT•4C hJ ry ® ,/ 104.51' 105. v 105.1
m
S2819'22•W
65.00' TIE
SEE SHEET TWO FOR
NOTES AND SIGNATURES
TEMPORARY
GRAVEL
TURN AROUND
(TIP.)
NC CRID NAD 83 (2011)
♦ `� \ 21,693 SF ;� n / -I I r 1 1 _
/ / (0.50 AC) fit - - -� r _`4; L I F -1 - -1 L . - . � -
\ N7332'42•E 11.644 SF `r7 C7 v. a 190 W I I 1
7B. s `° ® I n in 180 in
113.32' (0.27 AC) h/ 20.546 SF e h W w w 1 131
/ ) m 19, 192 w w w ,93 my g 194 Y g 195 a C, 196 T 0 197 wm Ig 37.188 SF �- )
\ J (0.47 AC c
\ m^ n w i a i. h n n a 1 (0.85 AC)
M N m n
♦ \ ` / �\ �`C'7s `. y 20.486 SF m ?� 23.022 SF- n g F• 26.000 SF r g 20,000 SF r g 20.000 SF r g 20.000 SF 7. g 20,866 SF
♦ - N51'2T18•W / (0.47 AC) H (0.53 AC) r I x I r (0.46 AC) mol (0.46 AC) m n (0.46 AC) r (0.46 AC) ** n (0.48 AC) 1 r - - - -505'42'11-W- - - -
\\ 90.00' \ �' 'J L__,I d 1 m m m I F IA ._. .-. -
C/ iE r - --350.00'- - -
` N38 52'42•E C� \ J s e 11 I m
•'QL. 25.00' /\ L---� _� L._.J L.. -.J L_ -.J L_. -.J L._.J _6�' 159
0 • C78 4`9 p 80.(10' 100.00' _ 1212E _ 100A0� 80.00' Gti♦ R ° c (085 AC) I $ 1` 32 )
++CSS+ HEATH ERWOOD DRIVE (50'RM') NO5'42'11•E 460.00' TOTAL �1210�` _ _ _
`J7, yin, 182 / / �� PRIVATE k U71UTY ACCESS (30' BC -8C) I ' N L--S05'42'11•W - - J cmi _
?�,• ? - C4 _ N0542'11•E 510.00' TOTAL < <' `T-
N/F 26,985 SF / C3 _ _ _ ':
- - .350.00•_ -
M&JM (NC), LLC s (0.62 AC) - C2 30.00' 100.00' 100.00' 100.00' 100.00' 80.00' p7 _ F a ® I m
DB 2881, PC 145 `/2 / N ;• i (- - d n m 159 h -
FUTURE DEVELOPMENT \\ Tp \ m N I -) I- w r I o 37.1198ASF I o r 1` 33 )
34,788 SF 3 I I I ' $ - ( ) - Z -
''� (0.80 AC) S' ,eo 3 I I I a a ns < o na $ n3 $ n2 I' I L --sosxrlrw - - -�
♦ \ Jt \ m 33,703 SF ,o / _ I I 17g r g 20,000 SF g 20,000 SF r g 20,000 SF g 20.666 SF w - - - -350.00'- - - -
♦ \pA m (0.77 AC) m q
n (0.48 AC) m (0.48 AC) m (0.48 AC) m a (0.48 AC) w
r. n t7s I � I I I 27,155 SF z � � � � z � � � I� � ,s7 � _
39,547 BE 3 1 I 3 (0.62 AC) I I r I o' 37,187 SIF (134 )
♦♦ ♦ -�' / I= I (0.91 AC) g n 178 I 177 n L- - -A L- - J L- - J L - J I $ I- - - - t-
0 85 AC)
\ m r
(a7� pC) 3 I 47,563 BF w 100.00' 100.00' 100.00' 105.00' 80.00' TIE � -
\♦ 1v (1.09 AC) z N0542'11•E 405.00' TOTAL N05'42'11'E N05'4VI1•E 350.00'
♦ \ 8� EIR / 1 ® ECM I I
WITH
'JBA4 i gS �) I CHISLE p \ I I I III
1/2' 6095 SEW u _ ' MARK =X. / g� 1 22 ) i-� -
\88 D4 W ERB d�A'10 N747 TOTAL T` �� 747 l ` �� V ,♦ \ \_/ I (♦23) I ;24) I I ( (` 56) I 1` 55) I 1\ 54) I (` 53)
�. o
1" EF- - - - N y958 Y4p3 Sp. \ I
1- 5/8 AXLE -ERRBB• N/F E B♦ p?F 4JJ • \ EA�SEYEET
_...._.._..L._..
`SJ m 2°` 1 21 �.. _.. .. _..
- t N� ERB N� N� JERRY L DONNELLY h VA E, ^ O l
R.L. (SHORTY) HOLDER k WIFE, TERESA ANN G000 JERRY L DONNELLY g WIFE, ROBERTA C. DONNELLY \ \` /Op 7 ,V pry' i-� - - -Y! _ - _ _ - - -
MARGARET C. HOLDER I D13 2888, PC 444 I ROBERTA C. DONNELLY ( OB 1076, PG 815 '}! •gs, ) / (50'RAh ~- ( RIM
DB 427, PG 135 PC F. SLIDE 567-D DB 1076. PG 812 PC F, SLIDE 114-D \ '.\ \ �' - TE UTIRG PLACE CE UTIUILL DRNE 50'
ZONING: RA -20R ZONING. RA -20R I PC F. SLIDE 114-D 1 ZONING: RA -20R PRIVATE k uTlutt ACCESS (3G' BC -BC) PRIVATE k unutt ACCESS (30' BC -BC) -
ZONING: RA -20R ♦♦ EASUENT I
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY CREATES
A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY
OR MUNICIPALITY THAT HAS AN ORDINANCE THAT 20) / /. f 145) 147) (48)
_
♦_- I 1146) I 1 I 1
._ ._�
REGU \ \
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCE, OR SALES I \ \ \\\' / \- y0' DRAINAGE - -
20' DRAINAGE EASEMENT IS
CENTERED ON THE STORM PIPE
PS 2013. PC 74
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN \ /
BOOK SHOWN. PAGE HEREON OR OTHER REFERENCE I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SOURCE _ ); THAT THE SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY \
BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN UNDER MY SUPERVISION. THIS GPS SURVEY WAS \ ` A
FROM INFORMATION IN BOOK -_, PAGE _-_ OR PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH 4m `7
OTHER REFERENCE SOURCE VRS FIELD PROCEDURES WERE USED. THE COORDINATES a
THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT GRAPHIC SCALE
IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS ;
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY SURVEY WAS PERFORMED ON JUNE 12, 2013 USING TWO 9 120 D 60 120 240 460
HAND 571013 RIEWYERS.
PRELIMINARY PLAT TRMB PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCE, OR SALES - NOT FOR RECORDATION, CONVEYANCE, OR SALES \ 00 ( IN FEET )
% 1 inch = 120 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive. Salle 112. Fayetteville, NC 28306
.Mce l 910-/26-6711 fm 1910.426-5771 Ikense rxin b IC -MU
www.4ONlasomtbnzcom
REVISIONS
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PROJECT NAME
OAKMONT
SUBDIVISION
SURVEY
PHASE TWO
SECTION ONE
TAX ID# 0507.53-6396.000
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
NOVEMBER 23, 2013
SHEET NUMBER
1
OF
2