SW3200101_Recorded Document_20220628

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PID:06006002
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LOT CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
CI
-
366.50'
jm 97
N51'17177W-77=11
'
CIA
368,50'
85.96'
85 77'
N 33"22'38" W
13'21'55"
368 50'
86 06'
N 46"45'01 " W
13'22'51 "
­C_I C
366,50'
165,86,
86.06'
85.86'
N 60'0752" W
13'22'51 "
CID
366,50*
58,48'
58.42'
N 71'22'05" W
9`05'35"
C2
531.506
214.90'M
2134431
N 64'1 9'54 " W
23'09*57"
C2A
531.50'
22.97'
.22,97'
N 74 `40'35" W
1
.2'26'35"
C28
531 50'
4737
_
47 36'
N 70'53'05" W
5`0625"
C2C
531,50'
48 20' 1
.T��
C2D - -
531.50'
48,20'
46419'
N 60'32'1 3" W
ME
531.50'
48.15'
48,13'
N 55`20'38" W
5'11'25"
C15
468.5U
156.95'(T)
158,19'
S 66" 1 1'43" E
1
19'26*19"
C15A
466 50'
64.67'
64 62'
S 60"25'49" E
7`54'33"
rfo-
79=4.6
-
7" 433�
C15C
466 50'
29.60'
294 60'
S 74'06'1 5" E
3`37I4'_::::77d
_CI6
1600'
23.56'
=121-
1 N 59`05'08" E
1 69'59'5 9 "
....... �. ...., ... '� - , ".,., I - z k 1019 \ 0 N\ � re - \ a` , .:" % �. , .� , I �' \ ,0,� (p
, . . . , \ - 7- , ��
,
I .
A, \ 0. 17 ACRE \ \ r 62 024,00 - - \ . 1.1.,t, k I - , . , \ t. 101 I r 0
I 01 . ,It
I I I � I � 5 -, - \ \ 11 1�. Ex
. I .,
� . . . . . � � . I .• 1� � <
. I I I I 7,321 SF \ \ - 1;�.
� . . . . .1) - - - t .
\. I . I - I - % , -
. , - , - 1 \ .� N % ci -� m W
� \ , -_ \ I& ': �'.i�.� , - , - , " .1 0 �illillillillililllilliilill U
� - . . " z
rn � 'ou .n \ -1. _i, � , . . \ �, " - -CIB- - - - - - - _--`CIA- - z Z5 W 0
w 0 - . . . �� VT\ 11 .!� Uj
- \ \ I I � T.,.", . \ 0 r-,
71 . . �. �,�. 1. I 1-0 11 lz� - z 6 V) W
, 0 .. .1 � . . • � 10 -,50
..,. 0 \ \___ 56 -_ - \ �4 \ 11 1- �, ,- ;,', \,." 0. - - - - -----I r - - - - - Z) =) LLJ LL
cz .1 '. . . .
- Q 0 ,�, " ,\ V. � .1�,.\' � r I I V! . ,AC _____
. , . �'�' LOT 81 Vj_ \ \ \ \ # 1006 � , , SWDE UTILITY EASEMENT , _____ 8 o Ir 0
- - - \ \ 0.22ACRE 5 - " �.'' 4 - ALONG BOTH SIDES OF INTERIOR .CAC - -1 r Wis -7 0)
\ � \ N �)11 � -
t \ 2! - ___ � \ LOT 73 ) . \ ,- 92
, - M
, �!�
��; i , r' # 1015 \ , 11 % .. � '' I - - \ . . . . , . I \ 9,548 SF '. it, " ROAD RIGHT-OF-WAYS , \
. . 1,
. .. . I . \ \ I \ t, .1 \ .1 _ _1� 1 1 " LOT 134 1 �
I . .� , , - k
. COS PHASE 1B-i' , i, 0. 17 ACRE I LOT 133 co I
I I � � ' . . I ; , z \ , , - \ ()
'�. I t� 7,321 SF ' , -" a, \ � lepl\ - \ % t # 4006 I
� \ ., TO -1)" �S � 10'x 10'FIRE HYDRANT - - (n # 4002 " .'.. . - i 1� I " , .0 \ i I 6
. , I \ ,\ \ 115 If, 0 1,� \ - , '6j 0,21 ACRE g 0.21 ACRE .1,448,308SF�� � I � 1. . . � I . . I - , � �k vz�. 2. ---\ \ I & \ .5 "I 11 \ . 10 EASEMENT CENTERED ALONG \
\ 11 LOTLINE OF LOTS 131 & 132 ,A \ LOT 132 1 W I � 9,319 SF -%- I 1� k M : 11, I. , _. \\I-' \N As - , \ \ " -, \ 0�0 ir W_ 9,330 SF c')
, . . , �'r � I �� \ , " " , I \ .�) / �? t,
I
A I . � . m \ \ I A \, 11 " " le > �, � 0 " \ \ \� # 3022 fe, I N 8
�jf­'- It 't�jby - ." .., � .1 \ �4 :�
I \ , 82 \ ,� LOT 74 .� kp 0.21 ACRE i � I �k �_:
.\, , . . , -_ t', < # 1002 / 3003 11 11 � I .� \ 9,330 SF I !k I i� I R 0 1
� . . . * I . s I \ 1� .1� N\1b. 11 \ 11. \ - I CO
I.. *. *� .; .. , - 0.17 RE \ 1- I \ O, 21 ACRE y, � (DS z N -S, \ 1 $ �,
. . ,
X ** . * , , , � � . < \ 7,34 11 .> \ \ 1� Is lt� 11 LOT 131 \ �:, � 0 I I I �? go
. I . I , F ,,, , %, 11 \,t, 9,312 SF .� 11 11 1 It 1 1011-1 "I 11 < \ k q I 9 0)
, � , , , \ \-$ 14 " \ k I I I I co
-
� . � 11. 1. . I- 14 ,- \ " N # 3018 \ ir
I \ " 1`� ,$ R § 8
\ �', 1- 0 �-, 0 I 11 \ ,\ \ \ 0.20ACRE \ I \ \ L - _ _ 251 Ry 1 CN
,
11 tl�
I.... ." I$ � \ \ kp 8,864 SF 'A, I- -----j
, , �. � cx \ .-, '�. T.... .1 ` \ 'O -) - " ,-' . 0 11 �V.
I., . c,,Ir , LOT 83 \ il- '\ I 00
, . \\"", .� 9,1 " " " \ \ --------J R
,,�o , , , 1p, /' LOT 130 \ - -
�, \ \ " � # 1007 \ %. S 0� , V,W <_ # 3014 \ i:P11 . \ \ \ �,_ - 0 z
�, � \ > \1(1 ,Qp!x,A �� ,, L \ I -1 uj I-
. I .t � I . , � " .� \ I c ui
•, ;. �j - �.,-: "j, . , ... -,�, .e 61 16 \ \ 4- - = . , ��; i � 016ACRE � N 0
. - 1. _-)
�_* �� .. "• - , . .. , ,� 11 7,077 . I .eA -& -,&, C25 44 ro bz ­ ,- ^ \ N\ 0 ISACRE \ \ �, 11 , �4 66, '4601" W 55.34' 33*22'38', W :5 2
, . . . . . �� 'O � I , N 46 11.21' =)
�. . � , , . Ni ,� \ I 11 .1 \ \ tp 7,860 SF \ .S, .11, wo� ... ,
''I . - - I � . 0. , IV)
� . � I I . , , I � � _p \ .� S 11 \ 1� 11 �,'.� ,
tA
\ ,;, \ \ .� . I 11,
� . .. . �. �, , , , 1, * , .,� .- " " 11 LOT 129 01,11, \ � 0 11
I � . 11ros 11\ a �
'
I ." . I �- � - I � -\,�. I .� �� \ _1\ .� \ \ , " . � "' " - U) I
, , �-
. � � I . . . . . * � - 11� . , I \ . . �1111 �
may.. � � .. .. 1, �.`t­.�� " " bm \ . .� LOT 84 \ 1b .1 < # 3010 \ . \ � .1� ..� 111A .d � . - , � ./ - LL CL 9 -
. . � ... � �­ *'. \ �, \ & I Nfj � i �,
� "'� . , �, .-q�� ' \ .> .. .. I
,
. . , , - f,X " , -,
. , I �. � �,� � � " - . � . . �. . ro ,� .. , '', \ V, , # 1003 / 2027 / > , Z3 I ^ 0. 18 ACRE \ It , * , . " 11 \ \ �, 11
. . . I .. . " .�-.'� , -7 I I k, ,i �. . 11 0. 18 ACRE ., � 0 .- " \ \ 7,860 SF \ , I
.•. � . ".. I . . .'� ,�". � � � . � \, ^ . �, � ­V - ,�. Is, � 1� I " " \ �,� .e 1. . � - .1 \ I I � , . - - " \ .11 I . � ''
• . 11 .... 11, . . I I � . , ., < v .� 11 \ �91. \ \ 11 11 0 . ��_. i I
.. ,� �.. . I , .1 ..- "Ill , I-N - � 11 \ 11 1.� � ... � 0 � 11 " LOT 128 0111. \ \ epp , . ,.�._j +,
. . � K I , ,%. . �.j , \ \." I
� I ..;,� . � 1 " 0 , .1 1,\� " .. A"" 1� \
".1 .� P, (�, , \ . 1� I
1 , I I i b - . 11.k_ I I ,,, \\,� "I bN �� < I'll . :.. ,
,k , , \ -P, Qp jt;o �- , \ # 3006 \ ,(, 1> .0 �'. 1, , 'r .
I %. I � -�, \ .1 11 hp' " \ \ 0� 18 ACRE \ .� .11 . . 0
. , �-\ \ V. " . � _�\ I ,I , I Ill\ , \4 \ � " T' - ". I (610,
. . �.�� - T
, .� 0 \ \tp 7,880 SF \ .S� .� � . I ��
, __ "� \T. ,',� � .� �1. \ .e 11 , -so ,- 10 \ �W. \ ., 11�q,11
1. I - � I .1
�.24 \ .. .�- 14� � 11 I 1\ 10
I � " I .% \ * I I , � \ ­� .. I . . I � � . <�, ,I .1 .� \ \ \ ".1 06 � 'SN
11 . I � Y$� , I 0), ,.��1' � 01 . .
� \ . �, '* . , 1\ op .., � I LOT 127'\ 0- . \ \" . �1;,�­ �, \ , I . , - � �, P, 1�� \ .+ . - C3� 1 , .
11 ^ A # 3002 li "
-'\, \ , �. LOT Acz \ . �� � .� \ 14 45P � . .
_J� -1k, \
- \ 1z
r \
\ -
<0 .
\ t
# 1023
\ I
� �
1, �: Y � , 1�
I � I I
�\' '' Iq
1-1
11
11 \
" \\
"
\ ,
d, 0 15ACRE
� 6 550 SF
� �1� I 11 �
11 . ­ . N,
,M � " 11 .
10-\ I It 'q- �� . �5 ,
\ \ 'JI'.
\ \ t,
)
\ . 0.1eACRE ,,
\ .�
\\\ 6,912 SF
��, , .
�
-
, �
11 \
LOT 126
V. ,
\ %
�
\ \ 1%, .� 11 1. �: .x
11 06 - ...
\ \ , *1 ,
7-
I- \ 'p`
1". m
, 1 .e
\ le 61
LOT 86 \ 11 �
1 "\ \ # 2046
1�10 \ \
\ .
\ -
+
"I, I I ...
\ \ !
� �..
\ \" ep - ,
.1$ 1.11"j- -,,�,i.
tl�
. \ -
III 2019 \ \ V., " ,LI
",
" 11 \
.11 \
\ (p 0 15ACRE
,,P,550SF
\ \
.
� lqL � . � .F li I , I
.A " A� Jl__
\
\
T" LOT 87 11.
\
0. 17 ACRE >
7,309 SF � �
�
.� \
I -' LOT 125
\ # 2042
\ 001,
\ .
\ 11
\ 0. \
\ \".,
I �
, 1, Ili Sti. 11 ";,w .,
_1�111_ 1. 11 -1:., . I . I
" "
I � ''
- # 2015 \
\
\ �
\ "�
. "I
\ \\ O� 15 ACRE
\ \ 'j,
\
\
. . "Y" �. .
I � I
N .- , I " � W
\
0- 7,309 SF .�
\V,
\_ ,
N
66 �
.71
".1
\
" 11 , ,550 SF
LOT 12�\\\ 611,
,
\ \ .S�
>
11 11
.. " � I ..
."* 1, -<1 " , . ,
k.. I ­1 . .
. . 1, i *rL.N - * I I
__
V_
\.�. 20, fs ,
\
� C�
� �
4)
1'� �1, -
�
.., �1`11
, . t I
< # 2036 \ 01p.
\
\ \
\ \
\
11 "
"
,
. � � 11 �­ 1q., , -
. ,
" , � X. " ao
__
t,__
- .cop-
-
..
11 I I . �'O.,',,�
^ .. ­. .I
�N
\ /,-
- �. \\ 0. 15 ACRE \ �
.. tp 6,551 SF
I \ \
, .
\
.11 >
\� "
. . . .
I , . I , 0 1,
� . .
I , -1 - .e
. ­�� , ��
j �
0 0,p� \ _01 .� * � .
\ \ 1� "�.
I- .11 \ " . - , ,�
' " . 1 . .
5'WfD[ UTILITY EASEMENT 1� 11 LOT 123 , tp .,, I /2- \ \ v . 11 .. � ,:,;,
ALONG BOTH SIDES OF INTERIOR < I _1n - ...
ROAD RIGHT-OF-WAYS ,\ \ # 2034 O'n a , � - , > S . , " 1�'. '111� '... .. . . .
tj 'p . . .
1_� ".1 \ \ 0.15ACRE . ,., � � , ".1 ,� ,.
, \ 0 . , � 'O I . .4i, � . ,
-
- I 'p. � , 0 , ,
,
, "., \ tp 6, 554 SF x" �, - �� � �., -\ ,., 11 I . , , ,'q� "". - �.�aie
\ I I . ,
C2 LOT T -1 11 \ p- I,- , - - � \ , (;I. '. -
. N� '. . .
LOT LINE TABLE
LINE
BEARING
I DISTANCE.
L 1
N 75 "54'52" W
50,00'
N 75"54'52" W
-
50.00'
L3
L4
N/0-040,e VV
00,01
L5
I N 75'54'52"
L6
N 75'54'52" W
54,30'
L7
N63"06'16" W
-
10,88'
LS
N55"20'36" W
46, 0 _V
L9
N52'34'47" W
14,42'
T4_
-S W-1 747'7-
-4ZTF-
L72_5_S68
°30-25-'E
76-,56
=7_75�46'48-E
48.42-
L27
N 26 "241 1 " W
50,77'
L28
I N 16'23'20" W
50 00'
L29
I N 03°1 5-1 1 " E
359R -
L30
NO3o7611"E
45,89'
L31
S16"23-207
50, 00'
TTff_
T _16r2_32=0"
WW_
L33
S 16'23'20" E
50, 00'
L34
S 16'23'20" E
50,00'
L35
S 16'23'20" E
50. 00'
L36 -
S 16-23-20" E
L37
� 19 -_23T5` E
E0
L3815
16"23-20" E416IF=
LOT CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLEi '
C17
380ZO'
394.79'(T)
377.27'
N 43"50'54" E
79_73_V32"
-
L;71A
-
3,
ro 00
��
1, r
1. 7,q'
N 7'2��
777TI �
-
C17B
380 _00'
W'ST
77M'
N 22'27'46" E
7'I 0'00"
_-
380 00'
,7_53'
7_1900
9;9-
380 GO-
-4-7.53
47.50-
N 36'4748" E
7'I 000"
7-17E
380 00'
47.53'
47.50'
N 43"5746" E
-
71 000"
cl 7F
380, 00'
4779 _3'
4 7. SO'
N 51'07'48" E
7'10'00"
C17G
380, 00'
I 3R 76
39 74'
N 57'42'39" E
5`5943"
C17H
360. 00'
85.57'
85.39'
7 ' ;�355
N%_ f
�31
12'54'09"
C18
1S001
23,56'
21 21'
N 2 E
Cly
29,00'
30,77'
28 87'
N 51 `391 2" W
.90W'11"
70'31'44"
5000,
218,63'(T)
8165,
N 38'20'48" E
250"3144"
F0
2_QA­
50.00'
33,40'
32 78'
N 67'46'55" W
38"16'18"
C20B
50.00,
44.74'
43.26'
N 23'00'43" W
51'16'07"
C20C
0. 0'
,
20,49'
N 14'26'44" E
23'38'46"
C20D
50, 00,
36,15,
_
37,23'
N 48'07'28" E
43'42'43" 1
OE
50, 00'
30,13'
29 68'
N 87`1 4'45" E -
34'31'50"
C20F
50 00'
3R 67'
-
38 64'
S 52'45'37" E
45 `2727"
ff2_0G
50.00'
11.91-
1 1. 98'
7771 2'36" E
13'38'35"
21
17F0'1
T37 38 _'
7779757W-
7PTTP- -
72 1 -A
-1 75 _0Q
15,55'
15.54'
S 13'50'39" E
5`0523"
; 1 E'
175. 00'
-
45. 00'
44 87'
S 03'56'01 " E
14'43'54"
C21C­
175 00'_
45. 00'
44 87'
-
S 10'47'54" W
14'43'54"
C21D
175. 00'
36.73'
36 66'
S24*10'35" W
12'01'28"
C22
125, 00'
101. 62'
98 84' -
S 06,53,59" W
46"34*39"
C23
15, 00'
122,27
20,24'
S 72"37'07" W
84"51'36"
C24
431,50'
8237'
-62-44'
N 70'25'58" W
10'57'48"
79-67-
T-337-1
4' 2"
0-100100,
C26
330 _00'
NTMT
327.63"
5973-1'32"
C26A
330, 00' -
77,64'
7766
N 20"50'34"
E
13"30'53"
'r26-B
33-0 0-0
88,-66'-
88 39'
350,"�I 4,1E
Z
15 "23'36'
�
330 00'
88 66'
88 39'
IN ,;r
Nr
E
-
15 "23'36"
' '
"bFbd"
1:
It)"73'z/­ -
[5'7-
15. 00'
23. 56'
121 21'
1 S 61-23'20"
E
I 90"00'00.- -
,� 0, - I . .'I
I 'N � # 2030 \ .1 11, \1 I �­. I . .... .
, \ \ \ 4- I
", \ \ 0 17 ACRE \ \ � . I I � " i ." .... . � , 1 . 0 OWNERS: ­q
20 � > '_� "'. �, . � 11� : � 'roi,�- � - - - � ,,�
I U) 7,496 SF \ � 11 � 0. ,I . Itl
*1� LOT 121 \ �_,. \ .,& .� , 1- .., ., I , '. ,
...
- ___ \ \ \ " - ''­� �-�,., I� KH WESLEY CHAPEL LLC
C2 - \ # 2026 \ '4 \ 11 "I ,,�, I -I- 41.1 � -
___ \ \ \ ­..".­, FINAL PLAT
''
\ \ 0 17 ACRE A \ V"�, �.". ., , " A
I ...., , "; .� \ 4807 PGA BLVD
r (p \ \ . . t
,Ii�­ \ � .....i -
___,0 \ \ LOT 120 \ ,S, 7,18,9SF 1L. > V I . . �
r \ \ # 2022 \ ,� \ . I. 1. �... � .11 . .. ' PALM BEACH GARDENS, FL 33418 mmmmmmo
\ k t \ . 11 .. .. . I '..... - ..e
Ivi \ U) 0.16 ACRE lk \ T4 ".11 ... ..,�,.*.,.�.
\ � \ 14" 7,106 SF \ \ ir \ \ 11 ... I 1. ... I .
, " LOT 119 \ ,a \ - \ \ " "
0 \ \_� � . I � . . I ;fir
I
# 2018 \ \ 1?. V10 . I . . .
t,S 07,
16 ACRE Iri\ t. \ -q, � .... 1. I I . . . COS PHASE 1B-1
� ,a\ -k \ Q;L ___ I., ��. ..� . �. . - . � .. - ,�e
..; 7,119SF \ - \ \ \ ,-- .,..�.�. � . - 3125ACRE
Ili \ 1?� \ \" '3I, ... . � � .. . .. . 1, 448,308 SF
1-1� \ \ % I _.� .NN 60, , ..'. , , **., ..* , * 1�
S \ __ . �Ae .,�Oe
19. \ \ \ �___" t4 0.
\,,� RY --.-I 12! . . . �.�.'.... . *•
.�
k ­_ - .\N 50 . I I �. I .. .. � . I I I �. � ... - ' � � ' . . .�- PROPERTY ZONED R-4 CZ
I_ __ 60.52! , '. � 1 � *.. �. .. .'. . I ... � I I . - '. , �. �� ALL CONDITIONS OF REZONING CZ2019-08 SHALL COMPLY.
tA� ..,. .. .. ,
I , . . .. . . , , leo BUILDING SETBACKS
LS . . . I I I .11 . . � , .. 1 - A,31 6 - 20'
. I , . , . . FRONT.
. . . . . . L9 . . - \tl - S'
oeeoj2e SIDE YARD.
. .. . . . . .1, .�,_� CORNER SIDE YARD: 10'
�� . . REAR YARD: 25'
,• ,
. . . .. . . . .
,
I � , , * .
, ,
. . . I . . .
. . .
.,... ...• . . '11,00 N61*13'20"W MAXIMUM BUILDING HEIGHT. 35'
- �__ ,
16.58
"t, CHRISTOPHER D. FAULK, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 6899, PAGE 135;
THAT THE RATIO OF PRECISION AS CALCULATED IS 1: 10,000; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 ASAMENDED. WITNESS MYORIGINAL SIGNATURE, REGISTRATION NUMBER
AND SEAL THIS 24th DAY OFJANUARY A.D., 2022,
%% ..tt%%J11111111"41
N C Apo 1,,,01
.4� I -. IV I-
, .
z : SEAL - t
=0: : W z
- ' - , VA -, L-5013 Z* -3 _-
� 0 -, �,,*' "
e►1< . I
I 1_ � I
.I. ,* SUFr4e " V I
� �,,
­00111 ttll
11 IF.) .., %
,,,,,,c PR
ER V,`,,,-
ItI111100
PRIVATE STORMWATER EASEMENT
NOTE:
ALL PRIVATE STORMWATER STRUCTURES MAINTENANCE
WILL BE THE RESPONSIBILITY OF THE HOMEOWNERS
ASSOCIATION.
FLOOD NOTE:
A PORTION OF THE SUBJECT PROPERTY SHOWN HEREON
LIES WITHIN A SPECIAL FLOOD HAZARD AREA PER F.E.M.A.
FLOOD INSURANCE RATE MAP. COMMUNITY PANEL
3710449500] AND 3710540500J DATED: OCTOBER 16,
2008.
PURPOSE STATEMENT.
THE PURPOSE OF THIS PLAT IS TO REVISE NOTE# 18
TO SHOW THE DEED BOOK AND PAGE FOR THE
OPERATIONS AND MAINTENANCE AGREEMENT,
NO OTHER CHANGES WERE MADE TO THIS PLAT
AND THIS PLAT REPLACES AND SUPERCEDES
PLAT CABINET Q FILE 377- 382 FOUND IN THE
UNION COUNTY REGISTRY. j
C.-JR.-ES-S-WIND 0 WESLEY CHAPEL
SUBDIVISION PHASE I B
83 LOTS TOTAL
TAX # 06-027-007, DB 7792 PG 710
UNION COUNTY, NC
OWNER: KH WESLEY CHAPEL, LLC
METR )ILINA
Job No., 027-16-001
Date 06/28/2021
LAND SURVEYING, INC.
Proj. Mgr. C D F
Drawn MHSW
SURVEYING * MAPPING *PLANNING
Checked
CDF
P [phone] Sheet
8521 CROWN CRESCENT CT. C [phone]
CHARLOTTE, NC 28227 1 of 6
NC #C-4584 & SC #C-6106

M:\-2021\027-KOLTER\027-21-001 CRESSWINDS WC\PreviousPlatWork\20210917CresswindsPhoselB-Approved-RevisedforNameChange.dwg
VICINITY MAP
(WotL to Seale
TREE SAVE / UNDISTURBED
NATURALAREA
PHASE 1B
2.71 ACRES
116,063 SF
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTAANGLE
BC 1
50.00'
29.35'
26, 93'
S 71 °2426" E
33°38'06"
BC2
50.00'
11.25'
11.22'
N 69°4248" E
12°53'10"
BC3
50.00'
25.56'
25.28'
S 69'12'01" E
29°17'14"
BC4
50.00'
21.70'
21.53'
S 73°2654" E
24°51'52"
BC5
245.72'
11.31'
11.31,
N 75'1711" E
2°38'12"
BC6
150.00.
64.50'
60.12'
S 65°2722" E
73°5437"
BC7
50.00'
28.11 '
27.74'
S 12°2347' E
32 °12'33"
BC8
50.00'
27.73'
27.37'
S 19°35'40" W
31 °4622"
BC9
50,00,
22.61'
22.42'
S 10°3639" W
25°5441"
BC10
50.00'
117.41'
92.23'
N89°09'42"W
134°3236"
BC 11
50.00,
4.65'
4.64'
S 65' 15'46" E
5° 19'22"
SC12
50.00,
8.68'
8.67'
S 57°3736" E
9°5656"
BC13
150,00,
21.55'
21.39'
S 40°18'10" E
24°41'53"
BC14
150,00,
50.20'
48.12'
N 67°03'09" W
57°31'19"
BC15
150.00,
16.01'
15.94'
S 63°52'07' W
18°2028"
"l, CHRISTOPHER D. FAULK, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MYSUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 6899, PAGE 135;
THAT THE RATIO OF PRECISION AS CALCULATED IS 1: 10,000; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER
AND SEAL THIS 24th DAYOFJANUARY, A.D., 2022.
SURVEYOR I / L-5013
GRAPHIC SCALE
so 120
�
Know what's below.
Cal I before you dig.
NORTH CAROLINA
ONE -CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www. ncom org
~ coo,
SEAL =`� -
' L- 5013
LEGEND
RF e v REBAR FOUND
RS REBAR SET COMMON OPEN SPACE
ty
'^'�-,l�
STREAM BUFFER LINE TABLE
LINE TAGS SHOWN ON PAGE
LINE
BEARING
DISTANCE
61
S 41 °2829" E
742.62'
62
S 13*0617" W
7,37'
83
S 24°07'31" W
20.42'
B4
S 35°2428" W
8.91,
B5
S 32°46'07" W
5.57'
66
S 40°14'32" W
23.36'
B7
S 58°05'39" W
5.51'
B8
S 43°3121" W
2.25'
89
S 47°28'34" W
11.24'
B10
S 53°42'50" W
10.74'
B11
S 55°5028" W
1.78'
B12
S 45°50'44" W
0.82'
B 13
S 48 °45'20" W
5. 59,
814
S 46°2625" W
0.98,
B15
S 45°08'15" W
5.98,
B 16
S 51 °3531 " W
18.70'
B17
S 62°5557' W
2.52'
B18
S 45°5651" W
9.77'
B19
S 68° 1243" W
32, 40'
B20
IS 78*1021" W
10.77'
B21
S 77°4607" W
4.95'
B22
S 37°31'31" W
3.96'
B23
S 12°26'56" W
4.17'
B24
S 42°3629" W
31, 90'
825
S 34°58'18" W
7.34'
B26
S 43°55'00" W
9.07'
B27
S 30°5456" W
14.57'
B28
I S 58°06'03" W
33.85'
B29
S 53' 1641 " W
13.13'
B30
S 68 °48'21 " W
24.63'
831
S 79°04'33" W
19.34'
B32
S 88°29'06" W
0.90,
B33
S 70°1834" W
3.84'
B34
S 82°2646" W
16.49'
B35
S 86°4854" W
6.52'
B36
S 64°42'12" W
16.84'
B37
S 81 °28'29" W
5.10'
836
S 46°40'18" W
13.09'
B39
N 85°4757' W
69.32'
840
N 59°29'13" W
8.66'
B41
N 77°3744" W
24.47'
842
S 89°2756" W
1.74'
B43
S 67°47'09" W
16.82'
B44
S 87°1529" W
17.06'
845
S 23°3437' W
4.98'
B46
S 02°4833" E
1.12'
B47
S 12°44'31" E
1.41'
B48
S 03*1718" W
2.29'
B49
S 02°46'33" E
3.47'
B50
S 10'0448" W
3.11 '
B51
S 03°17'18" W
15.28'
B52
S 12°52'54" W
8.07'
B53
S 03°5639" W
13.17'
B54
S 20°01'30" W
9.12'
B55
S 10*51100" W
12.41'
B56
S 23°44'20" W
1.16'
B57
S 08°4617' W
21.78'
B58
S 41 °08'07' W
32,41'
B59
S 20°1758" W
9.02'
B60
S 10°29'06" W
6.37'
B61
S 41 °5351" W
3.88'
B62
S 20°1758" W
12.97
B63
S 08°3749" W
0.65'
B64
S 16 °59'52" W
8.75'
865
S 17°0721" W
1.17'
B66
S 17°09'28" W
2.94'
867
S 19'14'13" W
5.60'
B68
S 14°4547'W
3.41'
B69
S22°14'17'W
9,57'
B70
S 24°43'03" W
1.70'
B71
S 06°09'55" W
1.42'
B72
S 13°40'46" W
9.61,
B73
S 10°16'50" W
1.18,
B74
S 13°53'37" W
2.50'
B75
S 10°41'02" W
1.69'
B76
S 13°3036" W
1.52'
B77
S07°31'20"W
3.99'
B78
S 12°4426" W
14.80'
B79
S 21 °00'05" W
5.67'
B80
S 17°2358" W
2.92'
B61
S 22°5748" W
9.87'
B82
S 26 °3232" W
10.79'
863
S 30°11'32" W
0.71'
B64
S 13°46'19" W
2.23'
B85
S 25°4639" W
0.96'
886
S 00°22'40" E
6.08'
867
S 25°05'49" W
10.06'
B66
S 05°19'06" W
1.16'
B69
S 21 °41'21" W
7.50'
B90
S 10°34'06" W
1.72'
891
S 15°41'53" W
7.96'
B92
S 11 ° 1251 " W
7.00'
B93
N 56°03'09" E
108.42'
894 IS
79°09'47" E
191,33'
LINE
I BEARING
DISTANCE
B95
N 10°51'54" E
38.51'
B96
N 80°41'47" E
16.67'
B97
N 31 °3629" E
30.01'
B98
N 23°29'19" E
23.79'
B99
N 22°2248" E
22.46'
B100
N 22°5937" E
29.75'
B101
N 04*39'17" E
43.38'
B102
N 32°4839" E
21.30'
B103
N 13°11'49" E
36.83'
B104
N 19°49'10" E
23.22'
B105
N 25°06'02" E
35.07'
B106
N 37°44'19" E
19.75'
B107
N 05°5253" W
26.32'
8108
N 29°38'18" E
15.30'
B109
S 09°30'35" E
16.55'
8110
N 25°1522" E
48.74'
B111
N 26°0233" E
47.64'
B112
N 38°3728" E
41.82'
B113
N 45°0753" E
36.32'
8114
N 68°5241" E
16.95'
B115
N 79°5354" E
61.67'
B116
S 87°2643" E
46.63'
B117
N 66°1058" E
56.63'
8118
N 87°1639" E
51.16'
B119
N 87°11'10" E
27.53'
B120
N 40°00'05" E
79.10'
B121
N 25°1528" W
36.50'
B122
N 22°18'03" W
67.55'
B123
N 19°55'00" W
46.47'
B124
N 56°20'52" W
63.26'
B125
N 29°31'28" W
54.76'
B126
N 11 °3535" W
43.25'
B127
N 13°46'44" E
66.03'
B128
N 40°1458" E
37.80'
B129
S 41 °26'30" E
561.88,
B130
S 48°3453" W
370.59'
B 131
S 54 °3523" E
19.62'
B132
N 83°16'12" E
24.77'
B133
S 63°50'37' E
24.72'
B134
S 74°5822" E
9.74'
B135
S 65°52'50" E
7.25'
B136
S 61 °00'56" E
27.49'
B137
N 77°35'19" E
14.28'
B138
S 28°30'04" E
24.23'
B139
S 03°4229" W
14.38'
8140
S 35°28'51" W
4.20'
8141
S 23°3359" W
20.29'
B142
N 21°5323" W
21.76'
B143
S 67°5527" E
6.36'
8144
N 62°36'05" W
31.78'
6145
N 52 °39'06" W
39,19'
B146
S 83°16'12" W
17.60'
6147
S84°11'11"W
24.46'
6146
S 54°41'53" W
20.41'
B149
S 73*0221" W
146.06'
8150
S 48-34-53" W
187.82'
PROPERTYZONED R-4 CZ
ALL CONDITIONS OF REZONING CZ 2019-08 SHALL COMPLY.
BUILDING SETBACKS
FRONT, 20'
SIDE YARD: S'
CORNER SIDE YARD: 10'
REAR YARD: 25'
MAXIMUM BUILDING HEIGHT: 35'
OWNERS:
KH WESLEY CHAPEL LLC
4807 PGA BLVD FINALP.IAT
PALM BEACH GARDENS, FL 33418
PRIVATE STORMWATER EASEMENT
NOTE:
ALL PRIVATE STORMWATER STRUCTURES MAINTENANCE
WILL BE THE RESPONSIBILITY OF THE HOMEOWNERS
ASSOCIATION.
FLOOD NOTE:
A PORTION OF THE SUBJECT PROPERTY SHOWN HEREON
LIES WITHIN A SPECIAL FLOOD HAZARD AREA PER F. E. M.A.
FLOOD INSURANCE RATE MAP. COMMUNITY PANEL
3710449500J AND 3710540500J DATED: OCTOBER 16,
2008.
PURPOSE STATEMENT:
THE PURPOSE OF THIS PLAT IS TO REVISE NOTE # 18
TO SHOW THE DEED BOOK AND PAGE FOR THE
OPERATIONS AND MAINTENANCE AGREEMENT,
NO OTHER CHANGES WERE MADE TO THIS PLAT
AND THIS PLAT REPLACES AND SUPERCEDES
PLAT CABINET Q FILE 377- 382 FOUND IN THE
UNION COUNTY REGISTRY.
t-liv WIND C� WESLEY CHAPEL
SUBDIVISION PHASE I B
83 LOTS TOTAL
TAX # 06-027-007, DB 7792 PG 710
UNION COUNTY, NC
OWNER: KH WESLEY CHAPEL, LLC
METR LINA
LAND SURVEYING, INC.
SURVEYING e MAPPING *PLANNING
Job NO.. 027-16-001
Date 06/28/2021
Pro(. Mgr. C D F
Drawn MHSW
Checked
CDF
8521 CROWN CRESCENT CT. C [phone] Sheet 6
CHARLOTTE, NC 28227 NC #C-4584 & SC #C-6106 Q "'

I,r
M:\-2021\027-KOLTER\027-21-001 CRESSWINDS WC\PreviousPlatWork\20210917CresswindsPhaselB_Approved_RevisedforNameChange.dwg
VICINITY MA-P
(Mot to Scree)
I
�r
PID:06027027
WYATT
FLORAMI
LEE
DB:6419
PG:895
ZONING:R-40
RF
REBARFOUND
RS
REBARSET
R!W
RIGHT-OF-WAY
SF
SQUAREFOOT
PC
PLAT CABINET
DB
DEED BOOK
PG
PAGE
FS
FRONT SETBACK
RY
REAR YARD SETBACK
CSY
CORNER SIDE SETBACK
SY
SIDE YARD SETBACK
ST
SIGHT TRIANGLE
COS
COMMON OPEN SPACE
LINES SURVEYED
- - - - - -
LINES NOT SURVEYED
- - - - - - - - - - -
BUILDING SETBACKS
- -
RIGHT-OF-WAY
EXISTING SANITARY SEWER EASEMENT
PROPOSED SANITARY SEWER EASEMENT
PSDE
PROPOSED STORM DRAIN EASEMENT
Pew[
PROPOSED SIDEWALK AND WATERLINE EASEMENT
---------
PROPOSED UTILITY EASEMENT
----------
PROPOSED GREENWAY RIGHT-OF-WAY
- - - - --
PHASE BOUNDARY
-------------------SIGHT
TRIANGLE
COMMON OPEN SPACE
r•'k q..
STORM DRAIN EASEMENT
77
TREE SAVE
'
JURISDICTIONAL WETLAND
WETLAND UNDISTURBED BUFFER
WETLAND VEGETATED SETBACK
FEMA FLOOD ZONE "AE FLOODWAY„
FEMA FLOOD ZONE „AE„
FEMA FLOOD ZONE "X (SHADED)"
TREE SAVE/ UNDISTURBED
NATURALAREA
PHASE 1B
2.71 ACRES
11B.083 SF
LOT LINE TABLE
LINE
IBEARING
DISTANCE
L 10
N 5234'47" W
50, 00'
11
" 4'4 "
50. 0'
L 12
N 5234 47" W
50 00'
13
N 52°34'47" w
50.00'
L14
N52"34'47"
50.00'
L15
N52°34'47" W
50.00'
L1
1 '1 '01" E
14.98'
L 17
N 45"16'59" E
50.47'
16
N 4571759" E
22 75'
L19
N 11°il'57"E
30.59'
L20
N37"13'52" E
50,00'
1
1W0.00,
L22
6
S 72'
.
S 52"44'D " E
4
PID:06027028
MELANIE
RYDZEWSKI
DB:5586
PG:023
ZONING:R-40
T CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
3
531,49'
1.57'
1.57'
N52°39'51"W
0110,091,
4
1. '
1 4.
..0' 2
04A
431.50'
24.27'
24.27'
N 50'58'05" W
3"1323"
46
431.50'
47.81'
47 79'
N 46'10'56" W
6"20'54"
4C
431.50'
47.81'
47.79'
N39°50'03"W
6°20'54"
4D
431,50'
47.81'
4 . 9'
N °29'09" W
6°20'54"
4
.431.50'
1
1 4'
i
4"
C6
25.00'
17.94'
17.56'
N48"3853'W
41"07'12"
6
150 00'
228 85'M
N 61 °54 43" E
262"14'24"
C6A
50.00'
26.35'
N54°0630" W
30"11'58"
C6B
50.00'
42 04'
N 14°55'23" W
48°10'17"
C
1
C6D
50.00'
32.60'
F3202'
N 63"33'59" E
37°21'19"
6E
50.00'
20.58'
S85°58'01"E
23"34'41"
C6F
50.00'
37.39'
S 52°45'07" E
42"51'05"
6G
50.00'
38 71'
S 09"08'50" E
44°21'30"
C7
25.00'
17.94'
S 07"31'41" E
41 °07'13"
C8
36&50'
157.52'
156.32'
S40"20'02"E
24"2929"
8A
36&50'
21.38'
21.38'
S29°45'01"E
3°19'27"
CBS
368 0'
0 '
1 1 '1
8C
368.50'
50.67'
50.53'
S 48 38'54" E
7°51'46"
Co
15.00,
23.56'
21.21'
N 82"25' 13" E
0,00,001,
CID
25.00'
21.03' Q
20,41'
N13"19'32"E
481123"
C70A
25.00'
1.13'
1.13'
N 36°0724" E
2"3639"
19. 9
1 1
_4P3 64"
11
50.00'
241.19'
66,67'
2°34'47"
276°22'46"
C11A
50-00,
37.26'
36.42'
N10"3618"E
42"42'54"
C11B
50,00'
37.89'
3699'
N53"39'15"E
43"25'00"
C11C
150,00'
36.52'
3571'
S83°42'45"E
41"50'59"
11D
150.00'
S5.48'
52.68'
S30",59'51"E
63034'50"
C11E
50.00'
36.74'
35 92'
1 °50'38" W
42'06'07"
C11F
50.00,
37.28'
36.42'
S64'1509" W
42°42'54"
1
2. 0'
1.
204V
S6130 5" W
4 11' "
C12A
25.00'
19.89'
19.37'
S62"4844" W
45"35'44"
12B
25 55,
1.13'
1.13'
S 38°43'03" W
2"35'39"
C13
15.00'
23.56'
21,21'
S 0734'47" E
90,00,00"
C14
468,50'
31.66'
31.85'
S54"31'40"E
3"53'46"
GRAPHIC SCALE
1 i !! N7. " ^ I L-__-- 2- --- <) m r - 10 1%�yi�"r►'� O ����� I� ROAD RIGH
85' V
r, it L# 1002� 4 ±J r, U c> s2e o5y7° 5~`"�„ r ceq. , --�_ - _� _ oSc �". - ^ - S y°SOOT' E s4.61 ALD R E�W
�5,4113SF ( I 63 (i) cBB- - - VV 63r PRIVA1
C8 343 p4' (T)
5'WIDEUTILITYEASEMENT 447"N1 -60.00
20'x 20' FIRE HYDRANT N y2°3 '
ALONG BOTH SIDES OF INTERIOR EASEMENT, CENTERED ALONG 50.00'' -1
m ti 9� i � C14 • ROAD RIGHT-OF-WAYS LOTLINE OF LOTS 114 & 115 2p,00'
r .. 0 1 NSA' EQ 4 . • * C5 A12805'17" 50.00 LOT 116
s2.63' oa' ti t # T2006
11
�-,2p.15' (Tj 50 - , t LOT 1151 �
\ 6--..O6P 3?.48, 4.61' r t 1 w 0.15 ACRE
� �0.1`. �� �- .C4E C4 C4A-'' 2 _ ' � t i cn # 2002 1 v 6,550 SF
1 COD- -COG - `C46^ r r C'-20,FS t1 t L07 114m '4 0,15ACRE t
F.��,Q`�'SDV• °Jy�9 ^-7 1--.'' 1 /^-'. \ i� t in ! v� 6,550 SF 1 w
A�.flt Q 3y LOT 106 I 1 I 1 �' (--____ -- 1 rr t i< LOT 113 t w # 1036 w t
' Qti 4pY�: . .. Ty d # 1006 1 LOT 107 / ! 1 1 in \ N o. t5 ACRE ! i r-------1 r__-- I I LOT 112
J 1 LOT 106 1 I I 1 1 1 i w# 1034 6,550 SF
� 0.29ACRE r # 1010 1 # 1014 J I LOT 109 I I LOT 110 I I LOT 111 i # 1030 t 0.15ACRE t
12,467SF 1 0.20ACRE I t
8,5845F a !r 0.17ACRE b 1 # 101B I ' # 1022 v # 1026 ( v 0.,6 ACRE tit w 8,550SF
y 7,511SF I 0.18ACRE I g 8,B98SF t Q t t
E \\ 1 1 ! 7,742SF I 0.17ACRE I $ 0.17ACRE ( p i �t r i r"-
$. I 7,450 SF I 7,233 SF-
` -
1 ;$ / 61 3 I I t 1 'cb i i - L12
! co R
it I I! 11 I 1 I ao 1 l . J L 14
�0000 N 61 *1 T20' W
N3 , J L - - I ! I J 1 L15 +. ! •� y'. r 32,24'
` 2413E"W B6.04 N '^� 1- 7.�I 56?S
O12T N 52 34 4- i. : ,/" 66' {T)
• 09 N35 1006"W 6239 (?� W 393-
_r
.. t )w 50. F 33 57" W 56 17 N 35°33'S7" W 83.33' N 46° 10'06" W 63. f 6 N%. 4 r "'s �i/► N�5107,.
�r� ��'`.`i..,.t.-.�.�.-._i. .�..� .� .aL- � -•J-' � '6�- -:
N32°4524" W�1 1',i' �, '.�' NI
FINAL PLAT
W 131.32
aaaa�i a.r rr■ ,.a �� � N,0°21
N 37°51'38" W 124.88'
PROPERTYZONED R-4 CZ
PRIVATE STORM WATER EASEMENT
CRESSWIND 9 WESLEY CHAPEL
ALL CONDITIONS OF REZONING CZ2019-08
SHALL COMPLY.
NOTE:
BUILDING SETBACKS
FRONT 20'
ALL PRIVATE STORMWATER STRUCTURES MAINTENANCE
SUBDIVISION PHASE 1 B
Know below.
WILL BE THE RESPONSIBILITY OF THE HOMEOWNERS
what's
Call before you dig.
SIDE YARD: 5'
CORNER SIDE YARD: 10'
ASSOCIATION.
83 LOTS TOTAL
NORTH CAROLINA
REAR YARD: 25'
MAXIMUM BUILDING HEIGHT. 35'
OWNERS:
FLOOD NOTE:
A PORTION OF THE SUBJECT PROPERTY SHOWN HEREON
TAX # 06-027-007, DB 7792 PG 710
ONE -CALL CENTER INC.
KH WESLEY CHAPEL LLC
LIES WITHIN A SPECIAL FLOOD HAZARD AREA PER FE. M.A.
UNION COUNTY, NC
DIAL 811 or 1-800-632-4949
FLOOD INSURANCE RATE MAP. COMMUNITY PANEL
2 BUSINESS DAYS BEFORE DIGGING
4807 PGA BLVD
3710449500JAND 3710540500J DATED, OCTOBER 16,
OWNER: KH WESLEY CHAPEL, LLC
www.neoce.org
PALM BEACH GARDENS, FL 33418
2001,
"t, CHRISTOPHER D. FAULK, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 6899, PAGE 135,
THAT THE RATIO OF PRECISION AS CALCULATED IS 1: 10,000; THAT THIS PLAT WAS PREPARED 1N
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER
AND SEAL THIS 24th DAYOFIANUARY, A.D., 2022,
PROFESSION D 51 /UR{/EYOR L-5013
CAR
`:4,(,`Q�OFESSIQ', f
` "= SEAL =�
x�o, L- 5013 ,
'; ✓� '`,'CI ,,+, ram`; ..
IIER� 1 0,, `''�'
PURPOSE STATEMENT:
THE PURPOSE OF THIS PLAT IS TO REVISE NOTE # 18
TO SHOW THE DEED BOOK AND PAGE FOR THE
OPERATIONS AND MAINTENANCE AGREEMENT.
NO OTHER CHANGES WERE MADE TO THIS PLAT
AND THIS PLAT REPLACES AND SUPERCEDES
PLAT CABINET Q FILE 377- 382 FOUND IN THE
UNION COUNTY REGISTRY.
Job No., 027-16-001
Date 06/28/2021
METR-�OYLINA
LAND SURVEYING, INC.
Prof. Mgr. C D F
Drawn MHSW
SURVEYING * MAPPING *PLANNING
Checked
CDF
P [phone] Sheet
8521 CHARLOTTE, NC 2g227NT CT. C [phone] 3 of 6
NC #C-4584 & SC #C-6106

M:\-2021\027—KOLTER\027-21-001 CRESSWINDS WC\PreviousPlatWork\20210917CresswindsPhoselB—Approved—RevisedforNameChange.dwg
LEGEND
S 41*28'29" E 798.62' (1414.69'
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N 40°5953" W 736,00 OWNERS;
SANITARY
SEWER LINE TABLE
LINE
BEARING
I DISTANCE
S 79°31'57'
SL2
S79°31'57'E
20,00,
L3
S 11° 2'13' W
6,50'
L4
N 8°57'47' W
I 20.00'
SL5
N 11°0713'E
6.50'
***APPROXIMATE LOCATION OF FUTURE CAROLINA THREAD TRAIL, THE FINAL LOCATION IS TO BE KH WESLEY CHAPEL LLC
MUTUALLY AGREED UPON BETWEEN THE CAROLI NA THREAD TRAI US REPRESENTATIVES AN D KH WESLEY 4807 PGA BLVD
CHAPEL, LLC AND OR THE CRESSWIND HOA. KH WESLEY CHAPEL, LLC AND OR THE CRESSWIND HOA
HAVE NO FINANCIAL RESPONSIBILITY IN THE CONSTRUCTION AND MAINTENANCE OF THE TRAIL.*** PALM BEACH GARDENS, FL 33418
PROPERTYZONED R-4 CZ
ALL CONDITIONS OF REZONING CZ 2019-08 SHALL COMPLY.
BUILDING SETBACKS
_
®
FRONT 20'
f fJ
SIDE YARD: 5'
�
CORNER SIDE YARD: 10'
Knowwhat's below.
REAR YARD: 25' GRAPHIC
MAXIMUM BUILDING HEIGHT.35'
Call before you dig.
so 0 30 8o
NORTH CAROLINA
ONE -CALL CENTER INC.
DIAL 811 or1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
W
120
( IN FEET )
1 inch = 60 ft.
"I, CHRISTOPHER D. FAULK, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 6899, PAGE 135;
THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER
AND SEAL THIS 24th DAY OFJANUARY, A.D., 2022.
L-SO13
`i``,+��tltillltlitf,JJJl`/!
tt11 Ct,y1j�� ,
0„
SEAL
- L— 5013 N
Vol �`•,4
J ``'ltl„ IIIIR111�``
240
PRIVATE STORMWATER EASEMENT
NOTE:
ALL PRIVATE STORMWATER STRUCTURES MAINTENANCE
WILL BE THE RESPONSIBILITY OF THE HOMEOWNERS
ASSOCIATION.
FLOOD NOTE:
A PORTION OF THE SUBJECT PROPERTY SHOWN HEREON
LIES WITHIN A SPECIAL FLOOD HAZARD AREA PER F.E.M.A.
FLOOD INSURANCE RATE MAP. COMMUNITY PANEL
3710449500J AND 3710540500J DATED: OCTOBER 16,
2008.
PURPOSE STATEMENT:
THE PURPOSE OF THIS PLAT IS TO REVISE NOTE # 18
TO SHOW THE DEED BOOK AND PAGE FOR THE
OPERATIONS AND MAINTENANCE AGREEMENT.
NO OTHER CHANGES WERE MADE TO THIS PLAT
AND THIS PLAT REPLACES AND SUPERCEDES
PLAT CABINET Q FILE 377- 382 FOUND IN THE
UNION COUNTY REGISTRY.
tv • <
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LEGEND
V_t-/
20'SANITARY
SEWER
EASEMENT
RF
RESARFOUND
RS
REBAR SET
1
RtW
RIGHT-OF-WAY
SF
SOUAREFOOT
PC
PLATCASINET
IDS
DEED BOOK
PG
PAGE
FS
FRONTSETBACK
RY
REAR YARD SETBACK
CSY
CORNER SIDE SETBACK
$Y
SIDE YARD SETBACK
ST
SIGHT TRIANGLE
COS
COMMON OPEN SPACE
LINES SURVEYED
— — — —
— —
LINES NOT SURVEYED
— — — — — — —
— — — —
BUILDING SETBACKS
— —
RIGHT-OF-WAY
EXISTING SANITARY SEWER EASEMENT
PROPOSED SANITARY SEWER EASEMENT
PSDE
PROPOSED STORM DRAIN EASEMENT
Pam
PROPOSED SIDEWALK AND WATERLINE EASEMENT
PROPOSED UTILITY EASEMENT
PROPOSED GREENWAY RIGHT-OF-WAY
— — — —
— —
PHASE BOUNDARY
---------------------
SIGHT TRIANGLE
CRESS WIND C> WESLEY CHAPEL
SUBDIVISION PHASE I B
83 LOTS TOTAL
TAX # 06-027-007, DB 7792 PIS 710
UNION COUNTY, NC
OWNER: KH WESLEY CHAPEL, LLC
Job No.. 027-16-001
ME TR L I NA
Date 06l28/2Q21
LAND SURVEYING, INC.
----------------
ProJ. Mgr. C D F
Drawn MHSW
SURVEYING • MAPPING *PLANNING
Checked
CDF
8521 CROWN CRESCENT CT
CHARLOTTE, NC 28227
P [phone] Sheet
C [phone]
NC #C-4584 & SC #C-6106
e

M:\-2021\027—KOLTER\027-21-001 CRESSWINDS WC\Previou sP1 a tWork\20210917Cres swin dsPh a sel 8 —Approved —Revised forNam eCh ange.dwg
30 00 120 240
1 1 1 1
( IN FEET )
1 inch a 60 ft.
Fa
, 117
t
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE -CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
wwwncomorg
LOT 123
4"
"I, CHRISTOPHER D. FAULK, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 6899, PAGE 135;
THAT THE RATIO OF PRECISION AS CALCULATED IS 1: 10,000; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER
AND SEAL THIS 24th DAY OFJANUARY A.D., 2022.
SURVEYOR I / L-5013
LOT 126
125
NbP
LOT 128
LOT 127
4
`%, % % % I I I I I t I I, ""i ,
CAR
O
SEAL
L-5013
0 $felt%"
LOT 129
a 53
•OWNERS:
15 1,N
N KH WESLEY CHAPEL LLC
4807 PGA BLVD
PROPERTY ZONED R-4 CZ PALM BEACH GARDENS, FL33418 SDE AREAS AND TABLES
ALL CONDITIONS OF REZONING CZ 2019-08 SHALL COMPLY.
BUILDING SETBACKS
FRONT. 20'
SIDE YARD: 5' FINM-, PLAT
CORNER SIDE YARD: 10'
REAR YARD: 25' 1 A
MAXIMUM BUILDING HEIGHT. 3S'
PRIVATE STORMWATER EASEMENT
NOTE:
ALL PRIVATE STORMWATER STRUCTURES MAINTENANCE
WILL BE THE RESPONSIBILITY OF THE HOMEOWNERS
ASSOCIATION.
FLOOD NOTE:
A PORTION OF THE SUBJECT PROPERTY SHOWN HEREON
LES WITHIN A SPECIAL FLOOD HAZARD AREA PER F. E.M.A.
FLOOD INSURANCE RATE MAP. COMMUNITY PANEL
3710449500J AND 3710540500J DATED: OCTOBER 16,
2008.
PURPOSE STATEMENT.
THE PURPOSE OF THIS PLAT IS TO REVISE NOTE # 18
TO SHOW THE DEED BOOK AND PAGE FOR THE
OPERATIONS AND MAINTENANCE AGREEMENT.
NO OTHER CHANGES WERE MADE TO THIS PLAT
AND THIS PLAT REPLACES AND SUPERCEDES
PLAT CABINET Q FILE 377- 382 FOUND IN THE
UNION COUNTY REGISTRY.
CRESS WIND 0 WESLEY CHAPEL
S UBDIV7SION PHASE I B
83 LOTS TOTAL
TAX # 06-027-007, DB 7792 PG 710
UNION COUNTY, NC
OWNER: KH WESLEY CHAPEL, LLC
Job NO.. I
027-16-001
METR-� L I NA Data 06/28/2021
LAND SURVEYING, INC. Proj. Mgr. CDF
SURVEYING o MAPPING *PLANNING Drawn MHSW
Checked
CDF
P [phone] sheet
8521 CROWN CRESCENT CT. C [phone]
CHARLOTTE, NC 28227 5 of 6
NC #C-4584 & SC #C-6106

M:\_2021\027-KOLTER\027-21-001 CRESSWINDS WC\PreviousPlatWork\20210917CresswindsPhaselB_Approved_RevisedforNameChange.dwg
VICINITY J'IIAP
(Mot to ScaCe)
t.
Knowwhat's below.
Call before you dig.
NORTH CAROLINA
ONE -CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
NOTES
1. AREA CALCULATED BY COORDINATE COMPUTATION.
2. ADJOINING PROPERTY OWNERS NAMES WERE TAKEN FROM UNION COUNTY TAX OFFICE RECORDS, AND ARE CONSIDERED AS NOW OR
FORMERLY.
3. IRON RODS AT ALL CORNERS UNLESS NOTED.
4. THIS MAP IS SUBJECT TO ANY AND ALL APPLICABLE DEED RESTRICTIONS, EASEMENTS, RIGHT-OF-WAY, UTILITIES AN RESTRICTIVE
COVENANTS AND PRELIMINARY PLAN WHICH MAY BE OF RECORD.
S. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES, MEASURED WITH ELECTRONIC MEASURING DEVICES.
6. LOT SUBJECT TO ALL ZONING ORDINANCES OF UNION COUNTY.
7. BUILDER/OWNER MUST VERIFY THAT LOT IS IN COMPLIANCE WITH ALL COUNTY AND HOMEOWNERS ASSOCIATION ZONING ORDINANCES
PRIOR TOANY LAND DISTURBANCE OR CONSTRUCTION.
8. ALL INTERSECTIONS ARE SUBJECT TO AN 10' X 70' & 35' X 35' SIGHT TRIANGLES.
9. THERE IS AN 5' UTILITY EASEMENT THAT RUNS PARALLEL TO ALL STREET RIGHT-OF-WAYS.
10. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCEL
OR PARCELS OF LAND.
11. LIGHTING PLAN WILL MEET UNION COUNTYAND DUKE POWER REQUIREMENTS.
12. UNION COUNTYAREA BEING SUBDIVIDED = 2,315,218 SF/53.15 ACRES
AREA 1N PRIVATE R/W = 166,485 SF/3.82 ACRES
TOTAL LOTS = 83
TOTAL AREA IN 2 C.Q.S. = 1,458,791 SF/33.49 ACRES
SMALLEST LOT = 0.15 AC/6,550 SF
13. THE PROPERTY OWNER SHALL NOT CONSTRUCTOR PERMIT CONSTRUCTION OR
PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT
AREA IN ANY MANNER THAT -WILL RESULT INTERFERENCE, INTERRUPTION, OT IMPEDIMENT
OF THE COUNTY'S EASEMENT AND INGRESS/EGRESS.
14. A UNION COUNTY PUBLIC WORKS RIGHT-OF-WAY EXIST ON ALL SANITARY SEWER LATERAL, WATER METERS, AND FIRE HYDRANTS. THE
UTILITY IS LOCATED 5 FEETALL SIDES FROM THE CLEAN OUT, WATER METER OR FIRE HYDRANT TO THE PUBLIC OR PRIVATE ROAD RIGHT
OF WAY.
15, USER MUST ALSO SEE SHEETS 1-5.
16. SEE THIS SHEET FOR ALL CERTIFICATIONS.
17. THE PURPOSE OF THE SCM IS TO TREAT/REDUCE THE POLLUTANTS ASSOCIATED WITH STORM WATER RUNOFF IN ORDER TO MINIMIZE
NEGATIVE EFFECTS TO DOWNSTREAM RECEIVING WATERS. THE EASEMENT AROUND THE SCM IS TO ALLOW STORM WATER CONVEYANCE
AND FUNCTIONALLY OF THE SCM FOR REASONS OTHER THAN MAINTENANCE IS STRICTLY PROHIBITED.
18. THIS PROPERTY CONTAINS WATER QUALITY FEATURES THAT MUST BE MAINTAINED ACCORDING TO THE OPERATIONS AND MAINTENANCE
AGREEMENTAND PLAN RECORDED IN DEED BOOK 8482 AND PAGE 82-92
19. MINIMUM LOT SIZE: 6,550 SQUARE FEET (0.15 ACRES).
20. MAINTENANCE OF THE COMMON OPEN SPACE AND PRIVATE DRIVES IS THE RESPONSIBILITY OF THE CRESSWIND SUBDIVISION HOME
OWNERS ASSOCIATION.
21. STORM DRAINAGE EASEMENTSARE CENTERED OVER THE DITCH LINE, PIPE OR DRAINAGE STRUCTURE. SHOULD THE DITCH LINE, PIPE OR
STRUCTURES BE RELOCATED, THE EASEMENT WILL FOLLOW THE CENTER OF THE RELOCATED DITCH LINE, PIPE AND / OR STRUCTURES.
22. THOUGH IT MAY NOT BE ILLUSTRATED, SHOWN, LISTED, DENOTED OR EXPRESSED, THIS PLAN SHALL COMPLY WITH ALL PROVISIONS OF THE
UDO AT THE TIME OF REVIEW AND APPROVAL.
52.71 DC233
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t
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iy
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POND
' R MAINTENANCE
EASEMENT
,
\ p
a
DL25 -
G
SDE LINE TABLE
LINE
BEARING
DISTANCE
DL23
N 69°46'51" W
9.68'
OL24
N 89'48'51 " W
201.81 '
DL25
N 89'48'51" W
6.98'
DL26
S 61 °5443" W
2.39'
DL27
S 52*0647" E
20.00'
DL28
S 61 °5443" W
2.39'
DL29
N 34°50'07' E
23.73'
DL30
IS 34'50'07" W
15.80'
001 1
S 37°25'13" W
20.00'
PSSE NOTE:
ALL PRIVATE ROADS RIGHT-OF-WAYS PLUS AN ADDITIONAL 10'
FEET PARALLEL TO THE RIGHT-OF-WAY TO INCLUDE THE
INSTALLATION AND REPAIR TO ALL UTILITIES INCLUDING PUBLIC
WATER AND SEWER TO BE MAINTAINED BY UNION COUNTY
PUBLIC WORKS ONCE ACTIVATED. It
SDE CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTAANGLE
DC20
50.00'
102.63'
85.54'
N 31 °00'37" W
117*3629"
DC20A
50.00'
15,87'
15.80'
N 80°43'15" W
18°11'13"
DC21
201.84'
6&96'
68.63'
N 37°3457" E
19°3437"
DC22
38.67'
59.79'
54.01'
N 88`1356" E
88°3541"
DC23
50.00'
24,47'
24.23'
S 39°53'13" E
28°0235"
DC24
50.00'
101.27'
84.83'
S 32°09'37" W
116°03'04"
DC24A
50.00'
15.45'
15.39'
S 81 *1954" W
17°4229"
DC25
50.00'
20.58'
20.43'
1 N 85°58'01" W
23'3441"
DC26
15.00'
21.86'
19.98'
1 S 65'3945" W
83°30'56"
GRAPHIC SCALE
so 0 30 8o
( IN FEET )
1 inch - 60 ft»
240
OWNERS:
KH WESLEY CHAPEL LLC
4807 PGA BLVD
PALM BEACH GARDENS, FL 33418
"l, CHRISTOPHER 0. FAULK, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 5899, PAGE 135;
THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER
AND SEAL THIS 24th DAYOFJANUARY, A.D., 2022.
PROFESSION D SURVEYOR L-5013
'�,I1\\IIIIIIII/l,l�
SEAL
L-5013 N�
PRIVATE STORM WATER EASEMENT
NOTE:
ALL PRIVATE STORMWATER STRUCTURES MAINTENANCE
WILL BE THE RESPONSIBILITY OF THE HOMEOWNERS
ASSOCIATION.
r ...
A PORTION OF THE SUBJECT PROPERTY SHOWN HEREON
LIES WITHIN A SPECIAL FLOOD HAZARD AREA PER F.E.M.A.
FLOOD INSURANCE RATE MAR COMMUNITY PANEL
3710449500J AND 3710540500J DATED: OCTOBER 16,
2008.
PURPOSE STATEMENT:
THE PURPOSE OF THIS PLAT IS TO REVISE NOTE # 18
TO SHOW THE DEED BOOK AND PAGE FOR THE
OPERATIONS AND MAINTENANCE AGREEMENT,
NO OTHER CHANGES WERE MADE TO THIS PLAT
AND THfS PLAT REPLACES AND SUPERCEDES
PLAT CABINET Q FILE 377- 382 FOUND IN THE
UNION COUNTY REGISTRY.
CERTIFICATE OF APPROVAL
1, . 74{ t t w I1 `)C i- , Union County Planning division director, certify that this plat creates a
subdivision subject to andapproved in accordance with the Union County Development Ordinance, and
that it meets all statutory requirements for recording. I also certify that copies of all necessary approvals
of other state and local agencies having jurisdiction over the streets, utilities, and other improvements
have been submilLed to me and are on file in my office. This approval expires If not recorded before
DATE PLANNING STAFF
NOTARY PUBLIC
I," 1 W(I � i1KA 11- V V P ALn l A OTARY PUJQJ�C pF 1► COUNTY, NORTH
CAROLINA. AFORESAID CERTIFY THAT 114 U IN4{,Il . _
AUTHORIZED SIGNATORY KH WESLEY CRAPEL!, PIC NALTYAPPEARED BEFORE ME THIS DAYAND
ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT WITNESS %(�ttlA1NNllj1�)� FILIAL
SEAL THIS `X811 PPII (Or/4���i
_DAY OF 20(-(� MY
F T IAOTAR), ��
]y 2
MY COMMISSION EXPIRES v �VR NOTARY PUBLIF COMMISSION EXPIRES
$ IQW2024
t�
CERTIFICATE OF OWNERSHIP AND DEDICATION '�i��A PuB L1G
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY DESCRIBED HERE' ll lS
LOCATED WITHIN THE SUBDIVISION REGULATION JURISDICTION OF UNIONCOUNIlN"OW.9Y
FREELY ADOPT THIS PLAN OF SUBDIVISION AND DEDICATE TO PUBLIC USE ALL AREAS SHOWN ON THIS
PLAT AS STREETS, ALLEY, WALKS, PARKS, OPEN SPACE, AND EASEMENTS, EXCEPT THOSE SPECIFICALLY
INDICATED AS PRIVATE, AND THAT I WILL MAINTAIN ALL SUCH AREAS UNTIL THE OFFER OF DEDICATION
IS ACCEPTED BY THE APPROPRIATE PUBLIC AUTHORITYALL PROPERTYSHOWN ON THIS PLAT AS
DEDICATED FOR A PUBLIC USE SHALL BE DEEMED TO BE DEDICATED FOR ANY OTHER PUBLIC USE
AUTHORIZED BY LAW WHEN SUCH OTHER USE APPROVED BY THE UNION COUNTY PLANNING
DEPARTMENT IN THE PUBLIC INTEREST.
6-01-2pt2 4eZike-�.
DATE OWNER
STATE OF NORTH CAROLINA
UNION COUNTY
1, CG6�I*^ C-. �� REVIEW OFFICER OF UNION COUNTY, N.C.
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS
ALL STATUTORY REQUIREMENTS FOR RECORDING.
rREVIEW I DAT0 Z�
PROPERTYZONED R-4 CZ
ALL CONDITIONS OF REZONING CZ 2019-08 SHALL COMPLY.
BUILDING SETBACKS
FRONT, 20'
SIDE YARD: S'
CORNER SIDE YARD: I0'
REAR YARD: 25'
MAXIMUM BUILDING HEIGHT: 35'
SDE AREAS AND TABLES
CRESS WIND 0 WESLEY CHAPEL
SUBDIVISION PHASE 1 B
83 LOTS TOTAL
TAX # 06-027-007, DB 7792 PG 710
UNION COUNTY, NC
OWNER: KH WESLEY CHAPEL, LLC
A
MET
RLIN
LAND SURVEYING, INC.
SURVEYING • MAPPING *PLANNING
Job No., 021-16-111
Date 06/28/2021
Pro`. Mgr. C D F
Drawn MHSW
Checked
CDF
8521 CROWN CRESCENT CT
CHARLOTTE, NC 28227
P [phone] Sheet
C [phone]
NC #C-4584 & SC #C-6106