NCC230036_Site Plan or Location Map_20230117

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NOTES:
1. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS LOCATED IN ZONE
"X" & ZONE "AE"(EL 9') ACCORDING TO THE FEDERAL EMERGENCY
MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP,
\ COMMUNITY -PANEL NUMBER 3720321000K, DATED 8/28/2018
/ \ 2. SITE AREA
LOT 1 = 0.23 ACt
LOT 2 = 0.23 ACf
RUN OF SPRING BRANCH LOT 3 = 0.23 ACt
\ LOT 4 = 0.24 ACt
LOT 5 = 0.65 ACf
\ TOTAL SITE AREA = 1.58 ACt
3. THIS IS NOT A BOUNDARY SURVEY.
PID: R02400-002-013-000 AIL ILL4. ALL LOTS ARE SUBJECT TO A 10' UTILITY EASEMENT ALONG THE
ROCK HILL ROAD RIGHT OF WAY.
INVESTMENTS, LLC \
ILL BK 5537, PG 567 5 THESE PARCELS ARE SUBJECT TO ALL UTILITY EASEMENTS
154 L5 . RESTRICTIONS, COVENANTS AND ZONING ORDINANCES OF RECORD \
_ �s �
' L55
I i
t\ �� 1�L _ SE SERVATI v4 v LS �9 OX. N RLANE 19 \ r
EASEMENT ON �¢ �e<�° F� w p * 2' ILL ILL LPTI N190TTGOSISAaE
ILL
ICP
2 L16 1
9 L26 \
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M \ x <8 L ILL
cn
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�� �0""V �59. 413 L14 r L2 28\ p� \
z� "VI��i- )V<6 1 1 -!' L25 L28 V2. '��5 �29 3L 0 9ILL ILL
30' INLAND �x 1. p\9 ���L62 f��6 h ^ �581 '�� ILL
x \ G63 V C6 .3j
M� WATERS BUFFER..�A V �iI z� �� s�
ALL
a .............
........ 5 ��*�� v A4s7 T�N�J MAP BOOK 68, PAGE 11
10. .5 10gy g8 \ VA A ��76
ILL ILL
51 /1p O g6 \C3g A� ILL
a� a 48" CMP *1 \. ��
*11. *1 �28 �g`O \\d .
x ti AIL
INV.=2.90' x \ s R\
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16
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ILL
ALLW
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\ 9 1 v
L \\\ \ 3\ L39 L40 -- - "_`41 <a RSAIL
L51
30' PUBLIC \ �2 `. \\\ 5"`� -s`'� 3- 3� 2 \_50 79
S3. 51 DRAINAGE 72 I� /`� 5 \�'x�103 \\��^ \ x22 -L.� 4L74 2�3 G WATE< L49 4*464
\ C �72. �8 x \ to x 13• , \'' ,,, �S� \ 73 -5 -\) EDGE OF R R� L48
\ \ ti 2 3\ *1� EASEMENT \ -6- �\ _�- -
9 / \ - -
* 12. 2, '
1�
\ 33 R6 \,,, _ i
16
....
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-\
7 _� 0 x �� 4 L78 '� B
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LINE TABLE
LINE
LENGTH
BEARING
L1
15.77
N15'58'01"E
L2
6.69
N32'23'01"W
L3
14.48
N35'02'12"E
L4
37.37
N19'39'37"E
L5
18.42
N12'55'09"E
L6
9.90
N26'59'19"E
L71
21.55
N33'07'20"E
L8
6.20
N00'13'14"E
L9
6.72
N16'04'48"W
L10
12.42
N66'19'59"E
L11
26.42
N38'06'50"E
L12
20.90
1\126'34'10"E
L13
6.27
N26'34'10"E
L141
10.71
N01'38'59"W
L15
17.78
N85'05'52"W
L16
12.88
N04'00'12"W
L17
14.30
N20'27'12"W
L18
11.54
N69'12'26"E
L19
5.58
NO3'56'18"W
L20
8.18
N00'27'51"E
L21
8.46
S44'50'00"E
L221
8.181
S2422'19"E
L23
16.42
S08'04'31"E
L24
7.74
S81'28'18"E
L25
7.19
N06'55'05"E
L26
5.22
N06'55'05"E
L27
13.21
N30'24'18"W
L28
9.64
N12'45'52"E
L29
18.25
N25'43'29"E
L301
7.53
N05'12'11"E
L31
16.41
N41'45'06"E
L32
7.01
N24'47'07"E
L33
31.62
N24'47'07"E
L34
21.90
N32'09'56"E
L35
20.14
N22'04'50"E
L36
31.65
N51'26'30"E
L37
29.16
N50'11'53"E
L381
18.51
N12'56'15"E
L39
23.28
NO2'49'29"W
L40
15.50
N18'24'48"E
L41
19.23
NO3'16'11"W
L42
12.36
N37'44'57"E
L43
21.34
N10'59'13"E
L44
16.78
N45'00'33"W
L45
5.44
N41'35'51"E
L461
9.801
N63'29'19"E
L47
8.38
N41'44'37"E
L48
25.32
NO3'00'02"W
L49
21.88
N01-46:42"W
L50
22.43
N08'3545"W
L51
6.72
N00'00'29"W
\ 16 y68 gW� \ 1 *f^X^�,�,�,���,�,,, \ *12S
\ \ \ * 06 8g 123 I 9 I
120 ' 1�32�
\ S3'�� /N\ 0" g5 1 x
W ' / 1 9• \ 1I I
\77 \ 30.95, 1�A� 1'� $9 I * / 2 \ rj
21N .. ' S20?3' * \ * 9 a 9� _� 1�\ \ \7 j\ �Z
R1 SSM �RS\� �2g.05, \ S765� x1�? *1�� 15-- \ p\7gJ �1 ^W
\ \ 1M� H 11 _x 1 43" A L� I 2 1�' I \ *1 a / 6
� 1NV• �'6T_ x 915 � C W 1
\ \\N� 00 �621,�1 Cmp Q �_� �12g'� H' 42.74' 1p1` *1y2 - C � * *1 / a0 54 ` �� `�-17
666' \1192 ACM 7�'llyV g 1 *1Ap6 y 1 R60 *1A1� \ - \ �*1� x1I'� $ �18 n
*0205 *1250 i1*_� a \ e \ `F *1 *1' 61 *�4• x1� � ,-/� 93
\ SS � _ Al 8 34'S4 W * OS S03'49'21 "W 108.82' 51 \
\ lN� VM 12.0 , 12• *1269 CH. 57.73' *1320` *14 *1g,26� - *\ N 18• Y *1 205
\ 1NV, 1N?25 *129� 3 •� 2 2 x,c�g2�- 1 q8 C20S5.
1NV OU 721' *1 3 * 1#vy x1� 5 *1y h 1 * �$ \ F1 g7°0.e * 2 � 218q i22i
\ \ 772. R1la 1NLf7 3� ��� 666 1� Al `'\�I1•
BENCHMARK 1 ��/7y
SSMH 11y . 0UT8•g0,
ELEV,=12.08' g'8' \� - - - - - - SSMH
NAVD '88 LITTLE GPICIC1C PO RIM=14.72'
INV.IN=11.23'
(60' PUBLIC R/W) INV. OUT=7.78'
WETLAND LINE TABLE
LINE
LENGTH
BEARING
L52
3.50
N32'23'01"W
L53
17.60
N48'11'09"E
L54
35.90
N18'28'22"E
L55
20.35
N09'12'00"E
L56
9.81
N28'39'38"E
L57
43.31
N28'39'38"E
L58
30.08
N37'06'57"E
L59
14.78
N31'21'36"E
L60
3.50
N31'21'36"E
L61
29.11
NO3'44'327E
L62
9.22
N21'19'59E
L63
5.21
N21*13'59"E
L64
14.51
N27'51'55"W
L65
22.63
N16'25'15"E
L66
33.63
N29'51'37"E
L67
0.69
N29'51'37"E
L68
38.22
N24'51'18"E
L69
22.72
N30'51'55"E
L70
42.45
N47'18'26"E
L71
36.99
N44'39'14"E
L72
31.06
N19'41'37"E
L73
27.62
NO2'03'36"W
L74
34.05
NO3'26'17"E
L75
21.01
N25'49'19"E
L76
28.28
N14'24'42"E
L77
11.03
N07'59'54"W
L78
32.63
N05'32'31"W
179
13.52
N07'44'27"E
BENCHMARK \\ x1(I \\ *2g6a
'� SSMH 1 y
ry ( 5\
Q \ \001
o L- E G E \ =>
0 EXISTING IRON \
0 CONCRETE MONUMENT
I CERTIFY THAT THIS MAP DRAWN UNDER MY SUPERVISION QS SANITARY SEWER MANHOLE
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION cO_-) POWER POLE
(DEED DESCRIPTION RECORDED IN BOOK 6424, PAGE 905);
THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS - CL - CENTER LINE
DRAWN FROM INFORMATION SHOWN HEREON; THAT THE RATIO - - - - R/W LINE
OF PRECISION IS 1:10,000+; AND THAT THIS MAP MEETS THE ADJACENT PROPERTY LINE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND
SURVEYING IN NORTH CAROLINA(21 NCAC 56.1600). - - - - EASEMENT LINE \
THIS 6th DAY OF OCTOBER, 22.
••••�N CA q •.f I G 2z
lb
2OQ� O��SS jOy�r2�,. LARITO F. CORPUS, PL L-5046
c SEAL
r 9 L-5046 0 IX
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F. Csells to
OS•••
30 15 0 30 60 SUBJECT TRACT BOUNDARY LINE
V% %Soo
Bateman Civil Survey Company
Engineers • Surveyors • Planners
406 NORTH THIRD STREET, WILMINGTON, NC 28401
Phone: [phone] Fax: [phone]
NCBELS FIRM No. C-2378
TOPOGRAPHIC 5URVEY
EXCL US/ VEL Y FOR: Field By. DO
Robert Jordan Drawn By. SSD
OF Checked By: CFC
LOTS / thru 5, WALNUT H/LL5 5UB0/V/5/ON
AS RECORDED IN MAP BOOK 68, PAGE 11 AND DEED BOOK 6424 PAGE 905 Scale: 1"=W
OF THE NEW HANOVER COUNTY REGISTRY
CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA Project Number. 21W148
SCALE: 1" = 30' OCTOBER 6, 2022 S_1
tb/ssd
21 W148 - Little Creek Road POINTS ON CONTROL CC.dwg