SW5220201_Plansheet CE-01 - Proposed Conditions_Site Plan_20220517

BEFORE YOU DIG,
CALL
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NORTH CAROLINA
9NE CALL CENTER
www.ncocc.org
41"`N
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S80'03'
BISSETT INVESTMENTS LLC
EIP 1"
PIN: 286000284723
D.B. 3000, PG. 168
SO'16'52"W
3.85' (tie)
N OTES
P TOP
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1. AREA BY COORDINATE CALCULATION.
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2. PROPERTY IS SUBJECT TO ALL EASEMENTS AND
1S
_ - -- `\\ \\ \� 1
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RIGHT-OF-WAYS OF RECORD PRIOR TO THE DATE OF
THIS SURVEY.
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3. SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF
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A TITLE SEARCH. PROPERTY IS SUBJECT TO ALL FACTS
DISCLOSED BY A FULL AND ACCURATE TITLE REPORT.
4. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES,
UNLESS NOTED OTHERWISE
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5. THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND
N/FROBERT
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PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH
CLARK
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NORTH CAROLINA STANDARDS, GS47-30, AND REQUIREMENTS
PIN: 286000260736
D.B. 1324, PG. 520
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I I I III
1 1 1 1 `II 1 i
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OF LAW, BUT A NORTH CAROLINA LICENSED ATTORNEY -AT -LAW
N /F
SANDRA BREEDLOVE
PIN: 286000163402
D.B. 2007, PG. 645
N /F
SANDRA LANGLEY
PIN: 286000155679
D.B. 1057, PG. 429
/ N /F
JAMES P. LONG
/ SHEILA M. LONG
PIN: 286000157207
/ D.B. 2686, PG. 290
11 1
i s1,36s SF �II1 i / W W 91, 44 SF\ `\ `\ i ` o SHOULD BE CONSULTED REGARDING CORRECT OWNERSHIP,
\ \ 1 I 1 1� Ac \ \ \ _ __ 0 ?tc. \� \\ \ I V) WIDTH AND OWNERSHIP OF EASEMENTS AND OTHER TITLE
\ \\1 QUESTIONS REVEALED BY A TITLE EXAMINATION.
0 \\ \\ \\ \ `\ `\\ \\ `\` 6. DASHED LINES REPRESENT LINES NOT SURVEYED BY THIS OFFICE.
7. VERTICAL DATUM BASED ON NAVD "88".
\\
REFERENCES
P.B. 29, PG. 379
\ \ \ I 5 1 / / \ / /'' 1 II 1 1 I I \ 1 \ I
\ hI ,138 6Fl I/ P.B. 13, PG. 346
/ q' 1 1 1 1 1 \ \ 1 1 1 - D.B. 3135, PG. 412
4
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\ \ \ \ \ \1 1` 1 �► �/ l3 ,8 -I 1 I I\ I - ALL DEEDS AND MAPS SHOWN
I I it ON THIS SURVEY.
-i- NASH COUNTY G.I.S. INFO.
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m 1 11 1 012� 4Ic1 I/ I i� i it I 1 1 \\71 1 I CLARK H. MILLS
1 11 1 1 1 1 1 I r I/�- / / it 1 1p2o 1x sF� 1 PIN: 286000361475
II 1 I J_I_h1J-i I/ Nj II 1 11 `046�Ac. i D.B. 2053, PG. 39
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114 .5 I I I- i 11 I i \ L' r=�-- P.B. 31, PG. 69
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8,579`SFX THIS PROPERTY IS NOT LOCATED IN A
I 6.20 Ac.\\\\A\\ \ \ �^\ \\ \ 6,255 SF `\ I F.E.M.A. 100 YEAR FLOOD HAZARD AREA.
0.37 Ac. �� ' PROPERTY LIES IN ZONE "X"
REFERENCE: F.E.M.A. COMMUNITY PANEL NO. 3720286000J
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EFFECTIVE DATE: 11/3/2004
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�arcyuaE
N /F
JAMES A. DELBRIDGE III
PIN: 286000242912
P.B. 7, PG. 25
SCALE: 1 " = 100'
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8,400 sf \1 1 1--' __ ----' j - =\�\ �\ P0560 SF \ \\�N. g p°�� OW. ac.- GROVER L. JONES JR.
11 ° 1 1 0.19 Ac. 1 1 - °'_- �\ - \ 1 - 1\ 24 Ac. \\ ° �\ \ - ELLEN M. JONES
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�\ 18,�9 SFI ro ,�7-,Trg �-�1 , /1`_1 `I.__ L_9 �17 SF I tip_ '' �� �0•595� 39 \� .\� \I I \--\- KELLY L. MILLS
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_I� Y 1 �_11 ° z h- \ PIN: 286000451008
1 1 `\__L -f ', _50 -_ N} 1 r'1o,o71�F1 01 \ $ D.B. 291 PG. 227
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0.19 Ac. I 1 BUT GOD, WHO IS RICH IN MERCY, BECAUSE OF HIS GREAT LOVE THAT HE HAD FOR US, MADE US ALIVE WITH CHRIST EVEN THOUGH WE WERE DEAD IN TRESPASSES. YOU ARE SAVED BY GRACE! EPH. 2:4-5la Ny
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GROVER L. JONES JF
\ ELLEN M. JONES
PIN:286000441992
D. ', a270, PG. 937
? 17, PG. 254
W A P�
_S72'37'40"El
69.27'
IRF"
CURIE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIREC77ON
CHORD LENGTH
C1
74.40
1025.00
4 09'31 "
37.22
N0070 20"W
74.38
C2
121.68
1025.00
6 48'05"
60.91
N0539'08"W
121.60
C3
166.68
225.00
422644"
87.37
N3076'33"W
162.90
C4
323.59
2025.00
g 09 21 "
162.14
N85 31 '30 E
323 25
C5
66.22
2025.00
152 25"
33.11
S8857 37 E
66.22
C6
439.24
655.40
38 2 355"
228.23
S19'18'08 "W
431.07
C7
104.16
655.40
9 06 22"
52.19
S43 03'16 "W
104.05
C8
128.90
1005.40
720'45"
64.54
S053858"W
128.81
C9
252.69
1005.40
1424'00"
127.01
S16:3120"W
252.02
C 10
279. 63
375. 00
42 43 28"
146.68
NO2 21 '36 E
27320
C11
527.10
425.00
1 7103'39"
303.49
N5431'57"W
493.96
C12
31360
250.00
7152'15"
181.21
S444432 E
29344
C13
116.75
765.00
84438"
58.49
SO4 26'06 E
116.63
C14
200.94
2025.00
541'07"
100.55
N735026'E
200.86
C15
159.39
2025.00
430'36"
79.74
N7856'18"E
159.35
C16
133 76
825.00
9'1722"
67.03
N04 09'43"W
13361
C17
156.42
1025.00
84438"
78.36
SO4 26'06 E
156.27
C18
17323
I 325.00
I 3032 20"
88.72
N1579'57"W
171.18
C19
514.30
1025.00
28 44454"
262.68
S16'13'40'E
508.92
*INTERNAL INTERSEC770N RADII SHOWN AS 25' AT 77-1E BACK OF CURB.
f0" CPP
S. INV. = 242.62'
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11h
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00
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� 18" RCP
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N. INV. = 237.43'
I\\
\\
S. INV. = 237.50'
\I
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a� 18" RCP
\ I
N. INV. = 237.09'
\ `
S. INV. = 236.62'
15" CPP
S. INV. = 236.26'
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11-12-21
CONSTRUCTION
PLAT AREA ONE
REVISIONS
5/3/22 - NCDEQ COMMENTS
FILE NO. 2021-028
HORZ. SCALE:
1"=100'
VERT. SCALE:
NONE