NCC222923_Site Plan or Location Map_20220816

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NOW OR FORMERLY
LEWIS
BOOK 938 PAGE 325
PID: 007525
NOW OR FORMERLY
j MCLEAN
WILL BOOK 2011-E-48
j PID: 091906
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NPS 19n 3n
NOW OR FORMERLY
SELLERS
NO DEED
PID: 006544
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CONCRETE
MONUMENT
K18
NOW OR FORMERLY EIR
SELLERS CONTRO
NO DEED CORNER
PID: 006544
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NOW OR FORMERLY
HARDWICK
BOOK 1121 PAGE 510
PID: 077108
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1
NOW OR FORMERLY
HARDWICK
BOOK 1169 PAGE 108
PID: 008179
NOW OR FORMERLY
WHITE
BOOK 1149 PAGE 877
PID: 008426
Winston- otts ISRE
Siem Greensboro Elizabeth City*
Durban? *Wilson
Asheville *RALEIGH *Greenville
Vass 0 Goldsboro
Charlotte
* Fa etteville
y P4 C1
Lumberton
* * Elizabe V
0 Whitevil b
_ * Wilmington YrJ, 1q"
AsxWARD ro, �!
BERT06
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SRE 305 N. Chippewa Street
J C? Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
andersonengineeringpa@gmailcom
/ VICINITY MAP Llcensure #: C-0793
SUBDIVISION NOTES
J� 1. TOTAL AREA: 44.43 AC±
2. ZONED: GU
1 3. PROPERTY INFORMATION TAKEN FROM RECORDED SOURCES, NOT
J Q J FROM AN ACTUAL FIELD SURVEY.
4, MIN. LOT SIZE ALLOWED = 30,000 S.F.
3 >� / 5. MIN. LOT WIDTH =100 FT.
6. MIN. LOT DEPTH = 200 FT.
7. SMALLEST LOT SUBD. = 30,000 S.F. (0.69 AC.)
W 8. LARGEST LOT IN SUBD.=114,161.3 S.F.(2.62 AC.)
1( TOP=83.97 / TOP=84.07 9• TOTAL NUMBER OF LOTS =48
J 180 RCP • 10. LENGTH OF STREETS: STREET #1= 2,090.00'
15" 0 HDPE STREET #2=1,790.18'
TOP=83.59 Aj
OP=83.73 11. SETBACKS: 0 :;0` V)
FRONT: 50 FEET A 0 Q
SO* 06' 38"W 62.25' ���1 t (J� TOP=s2.2o SIDE: 15 FEET co Z
/ / 1 SIDE ABUTTING STREET: 20 FEET Z J
CONCRETE NOW OR FORMERLY REAR: 25 FEET Q
MONUMENT HARDEE INV.=80.03 l//ji1 /( 15" HDPE 12. LOTS TO HAVE PRIVATE WELLS AND PRIVATE SEPTIC SYSTEMS.
BOOK 606 PAGE 486 18°0 RCP / ' // jf� TOP=81.95 13. LOT LAYOUT SHOWN IS PRELIMINARY AND IS SUBJECT T CHANGE
�- -�
14.37'--� PID: 085133 J S 0
_ _ `�- INV.=79.72
4--- '� NOW OR FORMERLY / / DUE TO DRAINAGE DESIGN ETC,
? J SMITH P rl f /�//� 14. SURVEYED BY: MICHAEL UNDERWOOD AND ASSOCIATES, PA. („) U
\ \ BOOK 1059 PAGE 174 Jl�(�l J r/J�J 102 CINEMA DRIVE, SUITE A 0
flLD(R S -� J PID: 091971
I IRON 810 O3 39 �l� ll WILMINGTON, NC. 28403 t1i 0 GL
�1.J'' `�21.45' „6 453•89r S81° 18' 38"E 12.41' /'�(/ / / TOP=80.00 PHONE [phone] _
°' yIfl i FAX: [phone] _
" EMAIL: [e-mail] Firmlic. #C-0615 0
232.44` Z 15"� CMP � `�-�
.6 $.F,(�� I, �\� S8° 56' 21"W \ �,`� r✓ >� El It m G Z
AC.( co* g o 30 ' 183.45 },��, / 1 / TEL 'l TOP=79.95 LEGEND
CO 1 39,65�4.00 S.F. �51.20, ��S+ ('�
�N ' 0.�1 AC. M $ ° S 1228. , 66 (/ �( TOP=78.55 `..+
06 / /o m I(6 ( PP EXISTING POWER POLE
18
279 26, N " 0 RCP
�"3 �( / 13o ,! EXISTING CONTOURS V
TOP=78.74
�`h° 31 1 a� 1(i�\\ NV. _76.45_ / PROPOSED CONTOURS W
~�`,s0 3 .3• '` D` ti� ' / 1 h. 00 ( 18"0RCP W
� � 54 683.54 S.F � _1
�1.26 AC. 1 / t ' c O INV.=76.63 EXISTING WOODSLINE
\ it l %\ \ h^r� �''\ PP EXISTING STORM DRAINAGE PIPE
/ _
�9. ( ��3^ \ / ' I , L FC \\\\ ,' `� SETBACK LINE
\ 5 ,
( \ ��. \ ° �2, 2$11 100©o ��� 9
48 � uiuuinninuunuiiuuiiuuniiunuimu DRAINAGE AREA
. F. 1 I tA77 �� ~ y\t\\\\
\ NOW OR FORMERLY
}� ` �, 1g1i r, (� / j 1 % 9� \,l\ \ , HEWETT
26p.10 _�,/ 1 jsp�� BOOK 471 PAGE 735
g - ! / 1 p 1\\ , PID: 007164
121.E 33 t 78,
3 �802. 6 S.F. �,y\
o '' �= 32 1 on ocq 0.7 AC. C
33186.56 S.F. / N RR SPIKE
/ \ \
i 11. 1 L=39.27 \\\
b.76 AyC. �C-- R=25.00'
32,331.45 S.F. fir, L=39.27' 1 (% (j 15377' `11\\ ( o+oo
to c 0.74 AC. - _cn p0 R=25.00' l \\
'S.F. Z t L=39.27�' aa, m �/ 127.8©` °
�. L----- ' R=25.00 - cn 6.57' 1' \1\1 \ \ \ PP
- - _ 30.$0, 38 \\\ 1' NV -74.78
113 5�, / 12g.9g` i ' L=39.27' ti;� \� \�\, c NC.
♦```t�\i f fff `
SEAL1-3325
e try 7�i���NGtN'E�¢'��
L=, R=25.00' ''. N tests 1 r�PAD
r��s'ltQ�refANah�`�t
=1550. 0 g0•ag 136.99 / `' N
-�� r 18 0 RCP
00 }86, TA~ / / ) O , y \\\\\� , NV.=74.50
R=1600 g2 39 3+86.57(ST.1} 2 _ \\\� The creation of authorship contained in this drawing including
C= �0+00(ST.2) ! o� cn 30,171.591$. '�' \\\, \ NOW OR FORMERLY but not limited to all design, text, specifications and images,.
42 85 / 1 30 32.60 S.�F a� co 0.69 AC. \ , l\� HEWETT are owned, except as otherwise expressly stated, by
33} N p. tin d �, �,\ \ BOOK 817 PAGE 124 Anderson Engineering &Associates, P.A. and are protected
0.69 A ' ° N \ ` �" \ , �) PID: 091278 by copyright and other intellectual property laws. This drawing
) 30 Zj6 02-S- �j N 1 t N \ may not be copied, reproduced, transmitted, displayed,
N r ° distributed, sub licensed, altered, utilized for other projects or
J N / 2 , INV: 73.78 Litt,\1
r� 0.69 AC. N \ \,` \ otherwise used in any manner without the prior written
d 30,246.43 S.Fi N- - 76 - - Z \\ consent of Anderson Engineering &Associates, P.A., except
O / o f N 18 QJ RCP ( NV.=72.41
.-- --�M�• 0 0.69 A f <- `�, to the extent that such use constitutes "fair use" under the
,304.35 S.F. ° N `__--�♦IV__ - Copyright Act of 1976 (17 U.S.C. §107), as amended. Project
3•64 \ owner may keep one un- altered permanent copy to be used
0.70 AC. / Z f -� 29.05__ -____ 12 18"0 RCP for intended project use only.
15 0 moo-= _-___137- -- - --�� J �5 �►NV.=71.41
,,73 / \�\\
Ss2° ��' 31"w 89� og _ ,,� \� �� i� \ LOTLAYOUT
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ISSUE DATE: 4 21-2021
NOW OR FORMERLY \ NO. DATE REASON
WHITE \ A 5-21-2021 PLANNING DEPT. REVIEW _ - -
BOOK 1149 PAGE 877 REVISE CUL-DE-SAC, LOT DIMS.
PID: 008426
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SCALE: V=100' �
o DRAWN BY: DJ
CHECKED BY: LWA
Know what's below. �;�-' j' tw PROJECT NO.: 10-1819-A
Call before you dig. cu DRAWING FILE: COLCOSD
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GRAPHIC SCALE FILE NO::
� SHEET NO.
100 0 50 100 200 400 O
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( IN FEET) ¢
1 inch = 100 ft. (Horizontal) o
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