SW3200101_Property Deed_20220216 (2)

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M:\—Server\-2021\027—KOLTER\027-21-001 CRESSWINDS WC\20210917CresswindsPhoselB—Approved. dwg a3_11j wd Z17:ZO I,Z0Z'C0 AON 03113
PID:06006002 GRAPHIC SCALE
r MARK &
STEPHANIL BROSCH TREE SAVE / UNDISTURBED
s y C f^ r D8:38 `IN :R:703 PHASE 1B „;
�.,,� F7p93 '�' t i 1 �,��"'`'•� r ZONING-40 NATURAL
AREA 60 0 30 60 120 71 ACRES�
IN FEE
1 inch 60 ft.
r LOT 64 ^ry_ / ��� t3?mac 1
# 2014 �' ,•.
/ h0,22ACRE
LOT 63 I / r ,.. I ^ I f ?o-
W i2 �7 #2010 ;v II i y^� y ,s 6p9
0.15ACRE y�^'"�
O
6,550 SF .b / LOT 62 9�.
# 2006 r;, (7`�06-
COS PHASE 1B f / i I/LOT 61 /! ) ;10 T COS PHASE f8 t
20G` !$ ; 0815AC50 RE Z / $ ! ! r� {
+ 'V '}^� �r� ,- ��) 33.25ACRE �
3325ACRE . C20F - I ^� r i�2G�2 ^1` i��� 1,448,308SF
1,448,3108 SF
r ! / 0.15 ACRE
6,550 SF /LOT 60
qR kj.\ l t t # 1038 ! I /r ` ; i i 1 �, r PID:06006001
f. ����`•�/ // /l 0.15ACRE tk !1 Oo t 1S'R� \.L3 ..� ; p� ' BROSID
CH
6,550 SF .� / LOT 59 ! ) "} ' a. 1 ,�'�-
5'WiDEUTILITYEASEMENT * // r i :" t i- ZONING:R-40
i / M/ # 1034
70,- t ALONG BOTH SIDES OF INTERIOR �/ / N ! 0 15 ACREt���-'
VV 137, 1 0ROAD RIGHT -OF WAYS l b ! h �. ! ) S 1 4 r
f N50' 1 ' I Sp011 L !t ! 6,550SF / h ! / 1.4
\~!LOT 56 VICINITY MAP
tl �` S ? !! # 1030 i LOT 57
z LOT 65 GIs N,�,. �l�
\ S 0.15 ACRE ! # f 026 (Not
[* j�
t #2015 sy o• rs1� \, ! ! 6,550 SF \h ! ! r r (./Ydt t(� ScaCe)
so F ` ! _ ! 0,15 ACRE 'k !
0.25 ACRE / 4 7y, 3� `SO < / I 6, 550 SF :a4 ! h ! ` , . .F r
`� I 10, 956 SF 2°P / q.�?' !)7 90. (� 00,, sb, fis / ! ! LOT 56 ^pry'J/ '
m � � 4 `czoQ_ - G � / �� � ! ! �`� � # 1022
G 10'x10'FIRE ENt j O.18ACRE Ory
�1 FS ti7�,� -HYDRANTEASEM 8,p�, /k7., ``�.` / I 7,093SF bry r LOT 55 /� rA
"J F ! ! w r \ I
�/! ! �Ohf! h� 1, CZT ��,��/�, �J ! �ry !rr Al
OAPACRE
o
\ + Via° LOT 66 4�' ! LOT 67 ^'� ! /1 t %tC` f�/ r I 8,394SF
# 2011 ^� ! LOT 68
D.20ACRE ! 0.19ACRE s` /I#2003/f033! "' h 1J Jh �� tit 'a13, c, `� 5e
8.536 SF p / 8,115 SF a5 ! ! k rz 1 3B, ?t/"F 1 1q / LOT 54 p 0.23 ACRE 1 2 O ! O O'C "� , / 1
\ / ! 10,092 SF / h / S � 4201 5'WIDE UTILITY EASEMENT �� a y F / # f014A
h !! / ^^ ! LOT 69 �� ~ 61) ALONG BOTH SIDES OF INTERIOR cc �B // 0.19 ACRE 6�' r^ moo, ^q
y i co / 1 ( 8.343 SF q 1
l ! / 1 # 1022 / 1015 ~ ?U ROAD RIGHT OF -WAYS \ 7 ! ! ^ D0, r r3 l 1 . III x
S'WIDE UTILITY EASEMENT 1
t • ! / t ! L S 0.23 ACRE
ALONG BOTH SIDES OF INTERIOR S y ry \ \ f-
'k -1 ROAD RIGHT-OF-WAYS / 9,805 SF .>< ! h--
I n / 0 86" S 16„ Q 1 ??y C V r r' \ w
+ 1! u ! �3211„?! r \� \vr LOT 53 \ r� Know what's b@SOW.
�_ �� F \ r #Polo \ �y / 2s qy `�1 / f ;I! LOT 70 A 1 �. 1/ �h� it 0.19ACRE �S " Cast before you dig.
# 1018 ~�� ~J `' ^��� C' \ \ 8,1608E 55'~' o NORTH CAROLINA
~�) o �'1A2 1
W 70.59, o.2aAeRE ONE
CENTER INC.
i 9, 524 SF ! y ♦ a \ S V y
1 ( S' S�\ DIAL 811 or 1-800-632-4949
! 5'WIDEUTILITYEASEMENT 1 LOT 77 \\ \ '� \ J"- p1 0
1 - ALONG BOTH SIDES OF INTERIOR ! S\ \ # 1011 \ cn � 1 LOT
2 BUSINESS DAYS BEFORE DIGGING
^ L 1 ROAD RIGHT -OF- WAYS !!O \\ 0.33 ACRE \\ \ \ l > 9
# 1006 www.ncocc.or
U 1 '_S31'36q !14,197 SFn + \ 0.16ACRE V
_ 13100' _ _ J +t.\ \ t?} i 8.996 51
I r- --
n S '-N35"17'12"W13200,! h N \ 1
137
ta' � i L07 78 i I f I LOT 7t-- \\ Yi 145�\ \\ N59 A�At
27
+ I 0 �OSRE I U I O.a110GRE j PHASE w \\� ' SgepBA'"�``Jf l f \\\ `a p0 36850' 31 56 OTCURVETABtE
I
CI
o I I o u \
j' S4� RVE RADIUS ARC' LENGTtt CHORD LFNc�TN [ HORD BEARIN,, DEL TA ANGLE
9,361 SF o 024ACRE `� LOT 76 \\ '\ T sous ' NSr 161b w 49 13 1
> L- - - N 42' 17 12" W 132.00'- -j LTI(7
jl Z V 0.20ACRE C1C' 36850 8 96 CIA 5085 N60 �8 W 13' 161"
( 1 10,463 SF (� r # 1007 u 1 5 N 5 1
� \ \ 8 8 N 60 O S W 1 3 51
-- 4 E 130.5T-'J 5842 N71 205 W 9'053'.
y r �_-g47'00'2 Sy -^�\ "� t 1`� 4� \l 8,728SF 1A5Ag \ w L CIA 53150 289A0' 13 4 7 54 3`0957
68 50'
z I l �-
W I LOT 79 c .9N74 4t W 72635
' II o 102 i m a y 5 NACREs\ # r m \\\ IN 59.A50�,. _ , 4 \ rn C2C 531 50' 48 20' 48 1 ce' N 65 44 00 W 5 "011 46
m I 7,321 SF LOT 72 'P\ R` \ \,. 5' SV �\ N o- C D 531 50; 48 2U 48 i9' Nb0 3" 73' W 5 114'
I 1 � l 5 46 15 48. 134 N 3 511 2 .'
' I 132.00' - - - # 1010 V �"� '} , a \ C15 468 50' i 58 95 7 158 19' S 66 11 4 3" E 19 big"
POND pu 1ry49'37'12"W _�,� ' `� ` 1N 0.22ACRE \ t !\ �l� LOT 75 \\ C15A 46650' 6467 64.62 S602549"E 7"5433'
MAINTENANCE _ _ - 1 iTl c� A 0 9,601 SF y ° , A i C15D 46850 64 6T' 64 62' S s8 0 ^' E 7"54 33'
`�- \ # t11�4323.7 mac{ rr r E 37 14„
PHASL
T N r,
EASEMENT z ;��- LOT 80 ,�\ c CP \y 1A0Q3 .p \\ 0.26ACRE cCRPCPFILED9769811A C15c 4b60' 2356, 29so 960 N540518" 89"59 9"
E \ �\
# f 019 g1"2A'�� \\ Pm T `,a 1\ p %0
t 0.17 ACRE
m \ 7,321 SF 0 \ v \ a� c i r`r r 01
m i yy 132 0 LOT 73 \\ , . m \\ / ' �i - - - - -
�� �N56'aT'12 \i v # 1006 -ctt�- -c1A- _
\ /
0.22ACRE rr 2 a t N �r ///'_ -- -` - ^_.- ---3
n \ \ „� „ � 5'WtDE UTILITY EASEMENT �, / _ �
c t R \ 9,548 SF y' r p g'
\ \ 2 ,, \ ,r; 'F� 1 —ALONG BOTH SIDES OF INTERIOR
t LOT 81 \ \ \3S r \ c" �4. ` h2 ROAD RIGHT-OF-WAYS
COS PHASE 18 # 1015
3325ACAE \ 5 \ hDS rr A\ sp {` 10'x10'F1R£HYDRAN7EA5EM£Nt
1,448 308 SF i 07,3 ACRE \ \ 15 i Sy \ t, °0 ! c,
7,321 SF q \ \ 5 S "' L°' CENTERED ALONG LOTLINE OF COTS l
� v �. AA 13 � .--- \ � ` v v , r v v0 C `6'+ LOT 133 I `d1' LOT 134
\\ 131 & 132 G r� \ i # 4002 I # 4006 +b
LOT 74 r> w, h2 \
r r r \ LOT 132 1 0.21 ACRE $ 0.21 ACRE
T. \ �N f \ \ r # f 00213003 r` r \Qti r \ e' \ 5_ 9,330 SF I 9,319 SF /
' LOT 82 \ ; 0,21 ACRE y r / ya a22 rr \ W # 3022 t I 4 1 ry
#1011 \ \ \\ 9,312SF r3/ \ 021ACRE
\ r 017ACRE rr Cr „ \\TO. rr E°� �5 �!!�V �r \\ a 9,330SF i oo I I rl
\\ 7346SF 21g1 rr\ �w.`` \�J r \ C\ `�4 .,\ 00°r n \\ co
LOT 131 \ ��
3 r ` \ \ r t V` 6 r \ \ - -1 L _ _ , 2S' RY I
\\ ,ti ,-r \ rs v; �,�• \r ` / �� t'►� r rr \ ,. D20ACRE \ o 0
cv, Q 8, 884 SF \ \
a \vrrd rrr LOT 83 j \ •� \'v!/ _w, P\IA16,
Qfi
r # 1007 i` \ ,� aT C2S N` �� p0° / r^ \\ LOT 130 \ r r� 65 g5'01"W 55.34' N3321'38'W 5
C 0 16 ACRE d r s 6 \ \ W N 46 5.28'
\ \0 r; \\ $ ' r ,' \ # 3014 \ 00.
r 01'y2M
r % 0.1 B ACRE \
7,660SF
LOT 84
# 100612027 rr U C\ r °°rrr\\ \` LOT 129
018ACRE .' r s # 3010 \ I
y r A r 6 r r \ r oo k
7,812SF ,r , / Ap�1 ,r \ 0 0,18ACRE
7.860 SF
LOT 128
A rrr \\ ti LOT 85 # 3006
v„ r 1 h
# 1023 "r �'� �' � 3� r r \ o 018ACRE
0.16ACRE i\ r °° \J \ o0 7,8608E \ r1 A2 1b
`b 'A\ \ LOT 127 P
LOT 86 \\ \\ , 15 / ,'r \\ \n # 3002 sue\
\ ° \ r� °� 5 ' \ " 015ACRE \ r o r y Y
\ w # 2019 r'S � r �
1 \ rn \ r r p /` < \ 0 6,550 SF
\ 0.17ACRE
11�LOT 87 ��\ m 7,309SF LOT 126\\
# 2015 \ o \� �� / \ sy # 2046 \\ y r`� 19 + ��
0.17ACRE \ cg rr p\ 0\ �` \\ oa 0.15ACRE
7,309 SF \ \ rr \ \ \ w, 6,550 SF
LOT 125`\
u r G 01 ACRE \\ oo. r r yp hti✓
t� ZOJFS�'' G15 2 T Q\ \\ 6,550SF
LOT 124\\ dz
P
# 2038
w.
GOP r \ # . 0 0.15 ACRE
�-- S' WIDE UTILITY EASEMENT r rr/ tr �Y . oh 6,551 SF
ALONG BOTH SIDES OF INTERIOR
ROAD RIGHT-OF-WAYS �.G r,•� \\ $'• qr �� r) \� -q:.
rr \ \ LOT 123
G G r rrr \\ s #2034
LOT L INE TABt.
F
I
BEARING
DISTAM:E
1
N 75 54 52 W
50 00'
N 75 5q 52 IN
50 00
L3
N 75 -5q 57 W
50 00
L4
N 75 '54 52' W
50 01
L5
N75545, W
5000
6
N 75 54 52 W
A 30
8
L8
N 55 20 38' W
46 01'
L9
N 5 34 4; W
14 42'
24
5 60 15 47 E
46 56'
5
S 66 30 2,, E
46 56'
74 C48 -
M 4
L27
N26'24 11 W
50 77'
L 6
N 16 23'20 W
50 00'
N 5' 11
5 66
D
I N 03'15'11 E
45 89'
L31
5162320 L
5000'
L32
51`3320 E
5000
L33
S 16 320E
5000
4
5 1 fl
5 '
5
S 16 23 20 E
50 00'
L36
5 16 23 20 E
50 00'
L37
S 16' 320 E
5C 00'
L36
S ib 23'20 E
6 IT
LOT CURVE TABLE
CURVE
RADIUS
[ARC LENGTH
C.I-IORD LENGTH
CHORD BEARING
DELTA ANGLE
17
380 00'
394 -9'ITI
377 2"
N43 054'L
593132'
C 17A
38000
31 80'
3119
N 16 8 58 E
4 4' 41 '
C17B
38000
47 53'
47 50'
N 22 , 48' E
7110'00'
1
7 3'
47 '
N 37 4" E
7'
17D
380 00'
47 53'
47 50'
N 3647'48" E
7'1000'
C17E
380 00'
47 53'
4750
N 43 -, 48' E
"'1000"
17F
36U 00'
47 53'
4750
N 51 D748 E
11000,
C 17G
1380 00'
39 7 6'
39 74
N 5 '4 - 39" L
5' _59 43"
C17H
1380 00'
85 57
5 39'
N 6 0935' E
12 54 09"
18
115 00'
123 56'
2121
N 28 '36 40 ' E
90"00 00"
C19
125 00'
130 77'
28 8T
N 51 3912" W
70"31 44'
50 00'
1216 63
7. 1"
N 4 ' -
25 1 44.,
C20A
50 00'
33 40'
32 78'
N 67'46 55 ' W
38' 1616
18"
C20B
5000'
4474'
4326'
N 23'O043'W
51'160 "
OC
50 00'
20 64'
20 49
N 14 6 44' E
23 38 46"
C201)
5000'
3815'
323'
N480 28"E
43443"
C20E
5000'
30 13'
12966
N 674'4,)" L
1 50"
C20F
5000,
39 67'
13664'
S 52 4537" E
45` 727"
OG
5000,
11 91'
1186
S 23 1 36" E
13 38 35"
C 1
175 00
14 - - 6' T
136 38'
S 0653 59' W
46' 34 39"
C21A
175 00
15 5 ,'
15.54'
S 14 5039" E
5"053'
)75-
0'
4467
5 5 1" E
'14`43 54"
C21 C
175 00
45 00'
44 8,'
S 10 4 54" W
14`4 3 f 4"
C21 D
175 00'
36 73'
36 66'
S 24 10 35" W
12' 0128"
12500
101 62'
9684'
" IN
46' 34 39"
3
15 00'
22 2'
20 24'
S 72 3707 W
84'51 36'
C24
431 50'
8< > 7'
82 44
N 0 5 58" W
10"5748"
C2.5
15 00'
23 56'
2121'
N 30 54 5 W
90100 00'
C 6
33000
342 84' T
327 63'
N 43 50 54 E
59 31 3' "
OU
7764
7766
N 20 S 4" E
13'3653"
330 00'
86 66'
88 39'
N 35 17 48" E
15'23 36'330
Id0
00'
88 66'
88 39'
N 50'41 '4" E
15' 23 36"
330 00'
8, 69'
8743'
N 15"59 56" E
15'13' 7"
15.00'
23 56'
21 21'
S 61 2320" E
90"0000"
D 15 ACRE > r
6..554 SF � r�g2 � 0
�i
LOT 122 `\ `zr \ r 1h�� �ha OWNERS: �T A
0 2°CR rrr t i v oA�1. KH WESLEY CHAPEL LLC FINAL �L PLAT
7,496SF \\ \\ rrr ` F ,' 1 t �h
D'f5\ LOT 121 \ \ y i N 4807 PGA BLVD
{ 'z \ t\ \ # 2026 \\ - r,> PALM BEACH GARDENS, FL 33418 -
tv 1 N LOT 120 \\ ro 0 17ACRE \ n rr
` \\o # 2022 \ `z 7,189 SF \\ \\ r r
r
LOT 11-9 0 0.16ACRE
#2018 �\ g 7,106SF \\ COS PHASE 1B 1
016ACRE \ \ 33.25ACRE
7.119SF \\ \\ \` r' 3 y1 � 1,448,308SF
1
t 15 JRY - 3 V4 6p12 000, PROPERTY ZONED R-4 CZ
s - N60"92'0Z" Oaall ALL CONDITIONS OF REZONING CZ 2019-08 SHALL COMPLY.
BUILDING SETBACKS
LR I� 131� FRONT 20'
L9 2g'� SIDf YARD: 5'
�p2 CORNER SIDE YARD: 10'
REAR YARD: 25'
Net^13'20" W MAXIMUM BUILDING HEIGHT,' 35'
"I, CHRISTOPHER D. FAULK, CERTIFY THAT THiS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVFY MADE UNDFR MY SUPFRVISSION (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 AMFNDFD. WITNESS MYORIGiNAL SIGNATURE, REGISTRATION NUMBFR AND SEAL THIS 29th DAY OF
APRIL, A.D., 2021.
`��t111i I11!llllll
,,�,•`�„CAROB f/''/,
SEAL '� =
L-5013
1, Christopher D. Faulk, Professional Land Surveyor No.
L-5013, certify to one or more of the following as
indicated thus, ©or C
A. That this plat is of a survey that creates a
subdivision of land within the area of a county or
municipality that as an ordinance that regulates
parcels of land.
CRESS WIND S UBDI VISION PHASE 1 B
83 LOTS TOTAL
TAX # 06-027-007, DB 7792 PG 710
UNION COUNTY, NC
OWNER: KH WESLEY CHAPEL, LLC
hb No, 027-16-001
ME TR L INA
D°Ce 06/28/2021
1
LAND SURVEYING, INC. Prot Al CDF
SURVEYING • MAPPING • PLANNING D,eWnMHSW
Checked - - CDF
P [phone] sheer
4121-C ROSE LAKE DRIVE C [phone]
`CHARLOTTE, NC 28217 NC #C-4584 & SC #C-6106 1 of 6

M:\-Server\-2021\027-KOLTER\027-21-001 CRESSWINDS WC\2021091 7Cresswin dsPh asel B-Ap proved. dw g
VICINITY MAP
OVot to Scale)
ilm
TREE SAVE/ UNDISTURBED
NATURALAREA
PHASE lB
2.71 ACRES
118,083 SF
60
GRAPHIC SCALE
30 60 120
240
LEGEND
RE REBAR FOUND
RS REBAR SET
RM RIGHT-OF-WAY
L ---- _-JONOWN
a,
SQUARE FOOT
PC
PLAT CABINET
IN FEET)
DB
DEED BOOK
I inch 60 it,
PG
FS
PAGE
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
S96
RIGHT-OF-WAY
EXISTING SANITARY SEWER EASEMENT
PROPOSED SANITARY SEWER EASEMENT
PSDE
PROPOSED STORM DRAIN EASEMENT
Paw-
PROPOSED SIDEWALK AND WATERLINE EASEMENT
PROPOSED UTILITY EASEMENT
PROPOSED GREENWAY RIGHT-OF-WAY
PHASE BOUNDARY
---------------------
SIGHT TRIANGLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTAANGLE
BC
50.00'
29.35'
28.93'
S 71'2426" E
33'38'06"
BC2
50.00'
11.25'
11.22'
N 89'42'48" E
12*53'10"
BC3
50.00'
25.56'
2526'
S 69*12'01" E
29'1714"
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
50.00'
64.50'_
60.12'
S 65*2722" E
73'5437"
BC7
50.00,
28 11'
27 74'
S 12'2347'E
32*12'33"
EIC8
50.001
27 73'
27-37'
S 19*3540" W
31 *4622"
BC9
50.00'
22.61'
22,42'
S 10*3639" W
25*544l"
BC10
50. 00'
117.4 V
92.23'
N 89*09'42" W
134*3236"
BC 11
50.00'
4.65'
4.64'
S 65*15'46" E
5*19'22"
BC12
.50 00'
.8.68'
8.67
S 57'3736" E
9'5658"
BC13
150.00'
121.55'-
21 . 39'
IS 40*18'10" E
124*41'53"
BC14
150.00'
150 20'_
148 12'
1 N 67'03'09" W
157'31'19"
BC15 150.00'
1160 1
115.94'
IS 63-52-07- W
118 *2028"
"I, CHRISTOPHER D. FAULK, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPFRVISION (DEED DESCRIPTION RE COR01 1.) 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.
4 7-30 AS AMENDED. WITNt SS MY OR16INAI SIGNATURE, REGIST NUMBS R AND SEAL THIS 29th DAY Of
APRIL, A.D., 2021.
L LAIII )R R L-5013
. Lo
Know what'sbdow.
C811 before you dig
NORTH CAROLINA
ONE -CALL CENTER INC.
DIAL 611 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
wwwncocc org
SEAL
s x L-5013
COMMON OPEN SPACE
STORM DRAIN EASEMENT
TREE SAYE
z,
JURISDICTIONAL WETLAND
7777 WETLAND UNDISTURBED BUFFER
WETLAND VEGETATED SETBACK
FEMA FLOOD ZONE "AE FLOODWAY"
FEMA FLOOD ZONE "AE"
FEMA FLOOD ZONE "X (SHADED)"
STREAM BUFFER LINE TABLE
LINE TAGS SHOWN ON PAGE 4
LINE
IBEARING
DISTANCE
Bi
S 41'28'29" E
742 62'
B2
S 13'06'17'W
7.37'
B3
S 24'07'31 " W
20.42'
B4
S 35'2428" W
6.91,
B5
S 32'46'07* W
5.57'
B6
S 40'1432" W
23.36'
B7
S 58'05'39" W
5.51,
B8
S 43'3121" W
2.25'
B9
S 47'2834" W
11.24'
Blo
S 53'42'50" W
10. 74'_
Bil
S 55'50'28" W
1.78'
B12
S 45'5044" W
0, 82'
B13
S 48"4520" W
559'
B14
S 46'2625" W
0-96,
615
S 45'08'15" W
5-96'
B16
S 51 *35'31 " W
18,70'
B17
S 62'5557'W
2.52'
B18
S 45'5651 " W
9,77'
B19
S 68'12'43" W
32.40'
B20
S 78'1021 " W
10. 77'
821
S 77*46'07" W
4,95'
B22
S 37'3 131 " W
3.96'
B23
IS 12*26'58" W
4. 17'
B24
IS 42-36-29" W
31,90'
825
IS 34 *58'18" W
7.34'
B26
1 S 43'55'00" W
9.07'
B27
S 30*5458" W
14.57'
B28
S 58'06'03" W
33.85'
829
S 53*1541" W
13.13'
830
S 68'4821 " 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 62'2846" W
18,49'
B35
S 86*4854" W
6.52'
B36
S 64'42'12" W
1684'
B37
S 81'26'29" W
5. 10'
B38
S 46*40'18" W
13.09'
B39
N 85'4757'W
69.32'
B40
N 59'29'13" W
6, 66'
B41
N 77'3744" W
24 47'
B42
S 89'2756" W
1. 74'
B43
S 674709" W
1682'
B44
S 87*15'29" W
17-06'
645
S 23'3437" W
4.98'
B46
S 02'48'33" E
1, 12'
B47
S 12-4431 " E
1,41'
B48
S 03'l Tl 8" W
2 29'
B49
S 02'48'33" E
3.47'
B50
S 10'04'48" W
3 11'
B51
S 03'1 Tl 8" W
15-28'
B52
S 12'5254" W
& 07'
B53
S 03'5639" W
13. 17'
B54
S 20*01'30" W
9.12'
B55
Is 10,5 1,00" W
12.41'
B56
1 S 23'44'20" W
1. 16'
857
IS 08'45'1 7W
21.78'
B58
S 41'08'07" W
32,41'
B59
S 20* 1758" W
9.02'
B60
S 10'29'06" W
8 37'
B61
S 41 *53'51 " W
3.88'
B62
S 20'1758" W
12.97'
B63
S 08'3749" W
O. 65'
864
S 16*5952" W
8. 75'
B65
S 17*0721" W
1. 17'
B66
S 17*0928" W
2.94'
B67
S 19'14'13" W
5,60'
B68
S 14*4547" W
3.41'
B69
S 22'14'17" 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'
873
S 10*16'50" W
1. 18'
B74
S 13*5337" W
7 50'
B75
S 10'4 1'02" W
1.69'
B76
S 13*30'38" W
1.52'
B77
S 07*31'20" W
3 99'
B78
S 12'4426" W
14.80'
B79
S 21'00'05" W
5.67'
B80
S 172356" W
2.92'
B81
S 22'5748" W
9.87'
B62
S 26'3232" W
10. 79'
B83
S 30'11'32" W
0. 71'
B84
S 13'46'19" W
2.23'
B85
S 25*4639" W
0.96'
B86
S 00'22'40" E
6. 08'
B87
S 25'05'49" W
10.06'
B88
S 05,19,081, W
1. 16'
B89
S 21'4121" W
7,50'
B90
S 10'34'06" W
1, 72'
B91
S 15*4153" W
7.96'
B92
S 11'12'51" W
7. 00'
B93
N 56*03'09" E
10642'
B94
S 79'09'47" E
191.33'
LINE
I BEARING
DISTANCE
B95
N 10'51'54" E
38.51'
696
N 80*41'47'E
16.87'
B97
N 31'3629" E
30.01'
B98
N 23'29'19" E
23.79'
B99
N 22'2246" E
22.46'
B100
N 22*5937'E
29.75'
B101
N 04'39'1 7'E
43 38'
B102
N 32*4839" E
21.30'
6103
N 13'1149" 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'
B106
N 29'38'18" E
15.30'
B109
S 09*30'35" E
16 55'
B110
N 25'15'22" E
48.74'
Bill
N 26*02'33" E
47.64'
B112
N 36'3728" E
41.82'
8113
N 45'0753" E
36,32'
B114
N 68'52'41 E
16.95'
B115
IN 79*53'54 E
61.67'
B116
1 S 87'2643" E
46 63'
B117
N 86'1056" E
56 63'
B118
N 87'16'39" E
51.16'
Blig
N 87*11'10" E
27.53'
B120
N 40'00'05" E
79 10'
B121
N 25*15'28" W
36.50'
B 122
N 22'1603" W
67.55'
B 123
N 19'55'00" W
46,47'
B 124
IN 56*20'52" W
63.26'
B125
N 29'31'28" W
54.76'
B126
N 11 *35'35" W
43.25'
B127
N 13'4844 " E
66.03'
B 128
N 40'1458" E
37.80'
B129
S 41 *28'30" E
56 1. 88'
B130
S 48'3453" W
370.59'
B131
S 54'3523" E
19.62'
B132
N 63'1612' E
24.77'
B133
S 83'50'37'E
24 72'
B134
S 74*5822" E
9.74'
B135
S 85'52'50" E
7.25'
B136
S 61'0058" E
27.49'
B137
N 7735'19" E
14.28'
B138
S 28'30'04" E
24.23'
B 139
S 03*4229" W
14.38'
B140
S 35'28'51 " W
4.20'
B141
S 23*3359" W
20.29'
B142
N 21 *5323" W
21.76'
B143
S 67'5527'E
6.36'
B144
N 62'36'05" W
31 78'
B145
N 52'39'06" W
39. 19'
B146
S 831612" W
17 60'
B147
S 84'11'11" W
24.46'
IS148
S 54'41'53" W
120.41'
PE
114606'
SI 50
1 S 48*3453" W
118782'
PROPERTYZONED R-4 CZ
ALL CONDITIONS OF REZONING CZ2019-08 SHALL COMPLY.
BUILDING SETBACKS
FRONT; 20'
SIDE YARD: 5'
CORNER SIDE YARD: 10'
REAR YARD: 25'
MAXIMUM BUILDING HEIGHT.• 35'
OWNERS:
KH WESLEY CHAPEL LLC
4807 PGA BLVD FINAL PLAT
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.
1, Christopher D. Faulk, Professional Land Surveyor No.
L-5013, certify to one or more of the following as
indicated thus, ©or Es :
Flk- A. That this plat is of a survey that creates a
subdivision of land within the area of a county or
municipality that as an ordinance that regulates
parcels of land.
CRESS WIND S UBDIUSION PHASE I B
83 LOTS TOTAL
TAX # 06-027-007, DB 7792 PG 710
UNION COUNTYY, NC
OWNER: KH WESLEY CHAPEL, LLC
METR-i_�LINA
LAND SURVEYING, INC.
SURVEYING *MAPPING *PLANNING
Job No. 027-16-001
Date 06/28/2021
Proj. W,, CDF
Drawn
MHSW
Checked CDF
P 704741-1700
4121-C ROSE LAKE DRIVE C ((980)) 721-2353 Sheet
CHARLOTTE, NC 28217 NC #CA584 & SC #C-6106 2 of 6

M:\_Server\_2021\027—KOLTER\027-21-001 CRESSWINDS WC\20210917CresswindsPhoselB—Approved.dwg
VICINITY MAP
.?Not to ScaICe)
LEGEND
RF
REBAR FOUND
IRS
REBAR SET
RAN
RIGHT-OF-WAY
SF
SOUAREFOOT
PC
PLAT CABINET
DS
DEED BOOK
PO
PAGE
FS
FRONT SETBACK
RY
REAR YARD SETBACK
CSY
CORNER SIDE SETBACK
SY
SIDE YARD SETBACK
ST
SIGHTTRIANGLE
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
—TSwr
PROPOSED SIDEWALK AND WATERLINE EASEMENT
— - - - — - - - —
PROPOSED UTILITY EASEMENT
----------
PROPOSED GREENWAY RIG HT -OF -WAY
- — — — — -
PHASE BOUNDARY
---------------------
SIGHT TRIANGLE
COMMON OPEN SPACE
w
STORM DRAIN EASEMENT
TREE SAVE
k
JURISDICTIONAL WETLAND
rF 7, i
WETLAND UNDISTURBED BUFFER
WETLAND VEGETATED SETBACK
FEMA FLOOD ZONE "AE FLOODWAY„
FEMA FLOOD ZONE „AE„
a „ ,
FEMA FLOOD ZONE "X (SHADED)"
Pi D:06027027
PID:0 27028
WYATT
MELANIEA
FLORANII
TREE SAVE / UNDISTURBED
RYDZEWSKI
6
LEE
NATURAL AREA
G:023
PG:02
DB:6419
PG:89S
PHASE 1B
ZONING:R-40
ZONING:R-40
2.71 ACRES
118,083 SF
in
LOT LINO TAELL
LINE
13EARING
DISTANCE
10
I N 52"34 A 7 W
5() 00'-
11
I N 52'34 47 W
5O 00'
L12
1 145= 344; W
50 GO
1
4'4;
5 "
L14
NS 34'4, W
50 00'
15
N 52"34'4 7W
56 00'
16
N10"'16'01"F
1498'
L17
N45 16'59 E
50 47'
L16
N 4516'S9 L
' T"
L19
N11"1r'5; L
3099'
0
N 37"13'52" E
50 00'
1
S 3 ' 25'13 W
56 06'
L22
15 3726'06 W
56 00'
60
LOT CURV- TAB
CURVE
RADIUS
1AR,. LENGTH
CHORD LENGTH
ut-IOND BEARING
DELTA ANGLE
53149'
1157'
15T
N5239'51"W
010105
4
431 ,50'
184 45'
183 05'
N 4020'02" W
2429'29"
C4A
431 '110
Ili 27,
24 27'
N 50 58 05" W
3 13
B
1.
1'
47 79'
N40-1 " '
.
C4C
431 50'
4 61'
47 79'
N39"5003' W
b 2054"
C4D
43150'
4781'
4779'
N33"2909"W
6'2054"
4E
431 50'
16 74'
16 74'
N 29"12'00" W
2' 13'24"
C5
2500'
1794'
1756'
N48 "3853'W
41Oi12"
5000
S' T
75
1 " ,4 43" E
262 14'24"
C6A
5000
26 35'
26 05'
N 54 "O6 30 W
30 11 " 8"
6B
50 00'
14.7 04'
40 81'
N 14 "5523" W
48"10' 17'
8C'
50 00'
3. 18'
30.67'
N 27"01 33 E
35 43'�'3"
C60
50 00'
32 66'
32 02'
N 63'33 59 E
3 19"
E
5
'') 50,
20 4
5 , 560 1 -
23 34'4 1"
C6F
50.00,
31' 39'
36 53'
S 52' 45 O7" E
4 "51'05"
BG
50 00'
36 7r
37 75
S 09`08'50" E
44 21'EO"
25 '
17 94'
1756'
S 07'31'41" L
41" T13"
C6
366 50'
157 52'M
156 32'
S 40"20'02" E
24`29'29"
C8A
368 50'
2 i 38'
21 38'
S 29'45'01" E
3"1977"
C8B
368 50'
85 b I '
85 36'
S 38"OY53" E
13' 18' 17"
CSC
366. SD`
50 5 T
50 53'
S 48 38 54" E
51 46"
15
t 5"
21 21'
N 62 O 1X* E
00100"
CIO
2500'
<103' 'l
2041'
N13 191'"F
48"11:3"
C10A
25.00'
1 13,
1 13'
N 36"07'24" E
2"3539"
C10B
25.00'
19 89'
19 37'
N 1?"01 42" E
45. 35'44"
C11
50.00'
241 1,9
6667'
S52'3447- 1
C 22'46"
CIIA
5
37281
4'
N 7 " ., 18" -
42'54"
11 B
50 00'
37 89'
3699
N 53 39'15" E
43'25'OC"
CUC
1510 00'
3652
357i'
S63'4 4,�'E
47 50`9"
1 D
5000'
S54 8
Ir. '.'8'
S O'5951"E
3 ;0..
CUE
5000,
36 7 4
35 92'
S 21 "50 38" W
4 O6 O J"
i 1 F
5000
3 ' 28'
36 42'
S 64 15'O9' W
42 4 ° 4"
C1
b 00'
..03, )
20 41'
S 61 "30'55' W
48 1 --.
C12A
25 00'
19 89'
18 37'
S 62`48'44' W
4 35'44"
25 O'
1 13'
1 13'
S '43'03' W
35 9"
C13
1.5 00'
23 56'
21 21'
S 07'34 47" F
90,00,001,
C14
468 50'
131 86'
31 85'
S 54' 31'40* F
3"5346"
GRAPHIC SCALE
30 so 120
1 1 1
240
1
S 41°28'29" E 616.07' (1114.69 TOTAL) n� E+L�L�
�/ tl`I P�l.l
,.f''`i'' 1 inch = 60 &
f / ;.� L . ram', --
0 $„
562°4T56"
2
"I
LOT 94
t n
0.32ACRE ty
- _ - -V t R 13,775 SF
1 LOT 95 1 �v
0.26ACRE Vil \ w
' 11,201 SF tt V °c 20' F5 y% /J LOT 93 t,
—' yl / # 1018 t N t
0.30ACRE r
_ _C17D {\ 13,200SF
L f
r??qy, C11 \,r--- 5'WIDEUTILITY EASEMENT
G \ w^ \ ALONG BOTH SIDES OF INTERIOR r w
ROAD RIGHT-OF-WAYS -
'1 E 131.00' 1
52°
LOT 963q'47 n
M.�
t_�_S
( # 1019 z 1 m _ Y rl N •C
POND 1 ,. 11 0,25ACRE I r ~' LOT 92 t r S x V)
MAINTENANCE } 10831 SF I v 1 # 1014 1 �` L7 W
EASEMENT ** i m rr !� 1 U j 07�tt9SF t j Z w o
W 131 1 J 155 75 ' l r �. F T O
{. 1 a 1 c tr _N5Z,4'47" ! 2°34'41"E -") h .�
Q ` 1
LOT 97
# 1015 `\\ �C, �G ct28` L# 1A101 iJ N
0.16ACRE _
S 28'05't )^ k:..- , f i i .) r, ) r tl 7,123 SF 5, - ' It 0 16 ACRE 1 y 1 l .Nd N
/ E 84.08 ' + �., $ + ' r'. 1 q'47„ W 1551 C10A 1 © 1 7,170 SF 1, - 1 2 �y
S28 +.; )..) } r� } 1 _ N52°3 t > �("� 1 q41„E131.0• \ w '
OS'17"E 60.00' t �' ; P 17 S1i + T v LOT 98' it y •� , iL - S 52°3 11 r w w'� ~ •
4.. '" S
? r— s7r I c # 1011 r , O w 1 v N LOT 88
# 2011 N N
U17ACRE t a G C r'� LOT 90 } `� o LO
N 1 t
7, 335 SF - 1 ( f) n t 1 # 1006 i m 0,16 ACRE N
N 6-4 � 0 15 ACRE t � 6.941 SF
e 1 ! 1 S31°24'44"E' I ,WI 14542'~-t t cT rn m �o t .� w . C'?
55.00' r i N52°3q'd7 t t w 1 6,551SF 131U1,_— N rn \ Q Z
LOT 104 W 1L 1 L t m C� W ri _.5 52„34a7" c a W
/ # 1003 a / LOT 1Q3 _ — LOT 99 ii 8 w C `t `_ `5v r ' 1 —�
0.37ACRE uY 1 l I jf 25'RY _� 1 # 1007 t 1 m '� ~' S t `En
t a. ! # 1007 I --i t c _ Ci — Q
a 16.234 SF w i 0,19 ACRE 44 1 ` i 1 I 0.17 ACRE 1 1 1 LOT $9
1 —' i # 1002 /2003 �1 �.I g z
8,428SF � f � f '` r j 7,443SF � � r � 35' .�
1 LOT f02 �i 15232'~� ? 1� Ot8ACRE �J 27A7' 25 G1d tL a ?
t # 1011 i s LOT 101 W 1 N `�°3q 47 W _ '' 11 t 11'� 7, 709 SF 0, CSY
4 1' / �ti + • ?a3 0.20 ACRE I R t 5Y - ' ` y 1 v 1 - p, ' T}
O,s. ''. t t 8,873SF M i # 1015 ITT `5 2511 �x 1 L =/! .-1160 d,qT„ 16843' (
.'r f LOT 1QQ E
0.22ACRE r' 1 52 3
N 1 B
` `•C._ -' ✓ l v . aE r A ty y G6F ` j j 1 9,370 SF z 1 # 1003 / 1019
0.21ACRE 1 G13
i i v !
1 Lji 1 9,155 SF Sv < Uy S'WIDE UTILITY EASEMENT
( I ca 1 10' CSY �' ALONG BOTH SIDES OF INTERIOR
- _ 20' FS m i U
LOT 105 J ! C. __."4q,78'- '-------- � � �_ -" � 9 t F ���� C ROAORIGHT-OF-WAYS G3
1 r # 1002 k 1 O S 26"05'17" CR4 ' 6 52°34 47 4 6 WA 4Dp R �� p /W G 48 43'
z Ir 0,35ACRE ry I! U E 52.63' (rj z - CAB— - - �r1� pRIVA f,/ `QU -,
1 15,413 SF I C8 JJ 4' ( - r J.�, cn 1 I ,yY 3430 � UU''" r 20'FS t
5'WIDE UTILITY EASEMENT 10'x10' FIRE HYDRANT EASEMENT, N 52°3d'47' -�50
all } 5 i , ALONG ROTH SIDES OF INTERIOR CENTERED ALONG LOTUNE OF LOTS 00'
ROAD RIGHT-OF-WAYS 114 & 125 ZUp0. N
! o tr q9�� pS�e P� C5 N28 5000' i l rl N tl 'N LOT 118W
of 1 31 P P \ os 17" J J r t 1 w 1 # 2014
a1 E 5 � so. R $2.63' (rl .5o pp' ,— 1 1 t + t LOT 117 t W o 1snCRE
Xtys Q�P � C� - P 1S _32.4 2461 - r„'� r t t 1 n #2Q1Q t `z 6,SSOSF w
i ,A4 �S(P �9g11 .'� r \ _ 8 C4E C4 C4A LOT 116 i w O.15ACRE 1
C40- _ _ _C48— _ �� FS tt + w LOT 115 r w #20Q6 11lk Ir v l
" EN >✓Q� La \� Ny u 7 ! ( ' - G4C _^ ; 20 , 3 r J 0.16ACRE
6,5S0SF $
1 \ # 2002 \
�' gT1`P OF Q a ` f tl ! j ' r1� LOT 1i4 0.15ACRE t 6,550SF t r RY <J
r------� r— cn LOT 1131 N 6,550SF
}} LOT 106 11 j t 1 1 i I I I i' r # 1034 1# 1038
F I r a 1 ! i m w 0.15 ACRE \ q t 1
cF # 1006 ' �' / I + I 1 LOT 112 r 6,550SF 1
I � 0.15ACRE NI
\ 3% LOT 707 1 i i N 11 rr w 6,550 SF v It l r $ 1 1 —� 00
\\ �2,4$7SF # 1010 3 11 LOT 108 j LOT f09 LOT 111 # 1030 < g ,� L --'��
wo \ X) 1 # 1014 I LOT 110 I 1 0 16ACRE 1 _ — 01 .
2 \ v 0.20 ACRE I ( # 1026 r y 1 1
r 1 b 017ACRE 3 j # 1018 f # 1022 I 1 y 6,896SF 1 w� 1 g r '
8, 564 SF 1 3 O. t l ACRE "z 1 12 •"'�^ - "
\ I 7, 511 SF 1 0,18 ACRE I 0.17 ACRE I r t o \ 1 L -r T
~'c 7,233SF i
u A 1 1 7, 742 SF `I I 1 1 1 1,
lv 7, 450 SF \ 13 1. ♦/�
I I 1 1 RY L
25 " `! ; , t �.`�`..� T � : 'k $...1.3" — . ""' -"`. ..+►'
i t ! f 1 W L14-`may/.
!_�� I 1 I 1
— ! ' I f { I —J � � �:- �-#' '3'"� '+��`�— .r''a �� N61°t3'20"W
L f _ — i 5 b 32 24
1 IV 32'4 (_ J I — J L — Lt, t
Q pi 9"07' _ 4 y - _1 L - - - - 34, 56 a a
2T N 52° 1•�41
.. r e .�.--�-` , �" - T)
a Q �� } + W 60.0J' 62.39' { y 893.66
S i N3,5"33'S7"W Nq6°10'O6' W � y �' 4r' i �rr°� W
i 55 17' N 3S°33'S7" W 63 33' N 46" 10'O6" W 63.16'_, I y P �`sr-„� N 51 ° 51'07^
b yy
F
�� >r . } ,� 1 •- y .y M. i !,'' F, .:.' i 1 r' i tom+ a--
N32r 24„ ��I.. �" y�r
fj 153.87' '�� a�rr ',2�,W 131.32
N37'51'38" W 124,88'
�a PROPFRTYZONED RA CZ
ALL CONDITIONS OF REZONING CZ 2019-08 SHALL COMPLY.
BUILDING SETBACKS
FRONT 20'
Know what's be low. SIDE YARD. 5'
ai11 ) f1@1br8 OU t11 CORNER SIDE YARD: 10'
V
y V, REAR YARD: 25'
NORTH CAROLINA MAXIMUM BUILDING HEIGHT: 35' OWNERS:
ONE -CALL CENTER INC. KH WESLEY CHAPEL LLC
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING 4807 PGA BLVD
www.ncocc.org PALM BEACH GARDENS, FL 33418
'7, 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 29th DAY OF
APRIL, A.D., 2021.
L LA SURVEYOR L-5013
``````,1N11 C 00
u u n l rrrrtlr'`'i
SEAL
L- 5013 a
ER p
'r'rr1r11111111111�\
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 37105405001 DATED: OCTOBER 16, 2008,
1, Christopher D. Faulk, Professional Land Surveyor No.
L-5013, certify to one or more of the following as
indicated thus, ©or C:
F0 A. That this plat is of a survey that creates a
subdivision of land within the area of a county or
municipality that as an ordinance that regulates
parcels of land.
CRESS WIND S UBDI VISION PHASE I B
83 LOTS TOTAL
TAX # 06-027-007, DB 7792 PC 710
UNION COUNTY, NC
OWNER: KH WESLEY CHAPEL, LLC
METR--�VNA
LAND SURVEYING, INC.
SURVEYING •MAPPING *PLANNING
4121-C ROSE LAKE DRIVE
CHARLOTTE, NC 28217
lob NO.
027-16-001
Dare -- 06/28/2021
Pro/ A*r CDF
Drawn MHSW
chec"d
P [phone] Sneer
C [phone]
NC #CA584 & SC #C-6106
CDF

S0330 30
N31SIE)3a 819ZS 1N3Wn8lSNI
(MVllliO-01V1S'kNO
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LEGEND S41*28'29"E 798.62' (141469'TOTAL) �
!E ONI Y)"
,,.z' /'. /� '��✓ .!'.fir` i'� ,
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15,
N 40'59'53" W 736.00' OWNERS:
SANITARLINE BLARNYSEwERL1Nn GAAIN . `APPROXIMATE LOCATION OF FUTURE CAROLINA THREAD TRAIL, THE FINAL LOCATION ISTO BE KH WESLEY CHAPEL LLC
SLI S 79`31'57"E 23096' MUTUALLY AGREED UPON BETWEEN THE CAROLI NA THREAD TRAI L'S REPRLSENTATIVLS AND KH WESLEY 4807 PGA BLVD
SL3 5 11 0" 7' E 6 0' CHAPEL, LLC AND OR THE CRESSWIND HOA. KH WESLEY CHAPEL, LLC AND OR THE CRESSWIND HOA
SL4 N 78 5%'4;' w 20 00' HAVE NO FINANCIAL RESPONSIBILITY IN THE CONSTRUCTION AND MAINTENANCE OF THE TRAIL.**" PALM BEACH GARDENS, FL 33418
L5 N 11"02'13'E 650'
*T
PROPERTYZONED R-4 CZ
ALL CONDITIONS OF REZONING CZ 2019-08 SHALL COMPLY.
e �m
BUILDING SETBACKS
/-t
FRONT., 20'
SIDE YARD: S'
CORNER SIDE YARD: 10'
Know whal's below.
Call before you dig.
NORTH CAROLINA
REAR YARD: 25' GRAPHIC SCALE
MAXIMUM B1JILDING HEIGHT.• 35'
eo G 30 8o 120 240
ONE -CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING ( IN FEET
www.ncooc.org
1 inch - 60 it.
"1, CHRISTOPHER D. FAULK, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPS RVISION (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 AM[ NOE D. WITNESS MYORIGINAI SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 29tl1 DAY Of
APRIL, A.D., 2021.
r"
f
PR NAL r3 S URVEYOR 1-5013
tlllnUUkrr
�- SEAL
x = L-5013 a
SURIX"It
PRIVATE STORMINATER 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 MAR COMMUNITY PANEL 3710449500J
AND 3710540500J DATED: OCTOBER 16, 2008.
1, Christopher D. Faulk, Professional Land Surveyor No.
L-5013, certify to one or more of the following as
indicated thus, ©or G:
�' A. That this plat is of a survey that creates a
subdivision of land within the area of a county or
municipality that as an ordinance that regulates
parcels of land.
L:
LEGEND
RF
REBAR FOUND
IRS
REBAR SET
R/W
RIGHT-OF-WAY
SF
SQUARE FOOT
PC
PLAT CABINET
DB
DEED BOOK
PG
PAGE
FS
FRONT SETBACK
RY
REAR YARD SETBACK
CSY
CORNER SIDE SETBACK
BY
SIDE YARD SETBACK
ST
SGHTTRIANGLE
COS
COMMON OPEN SPACE
LINES SURVEYED
— — — — —
UNES NOT SURVEYED
- — — — — — — — — -
BUILDING SETBACKS
— — —
RIGHT-OF-WAY
EXISTING SANITARY SEWER EASEMENT
PROPOSED SANITARY SEWER EASEMENT
— PSDE
PROPOSED STORM DRAIN EASEMENT
nac
PROPOSED SIDEWALK AND WATERLINE EASEMENT
- - - - — - - - —
PROPOSED UTILITY EASEMENT
- - — - - — -—
PROPOSED GREENWAY NIGHT -OF -WAY
— — — — —
PHASE BOUNDARY
•--------------_ ---
SIGHT TRIANGLE
FINAL PLAT
CRESSWIND SUBDIVISION PHASE 1 B
83 LOTS TOTAL
TAX # 06-027-007, DB 7792 PG 710
UNION COUNTY, NC
OWNER: KH WESLEY CHAPEL, LLC
Job No. 0276-001
ME TR L INA
Date 06/28/2021.
Pro, Nxr CDF
LAND SURVEYING, INC.
._. _.
SURVEYING • MAPPING *PLANNING Drawn MHSW
ChecW CDF
P [phone] Sheet
4121-C ROSE LAKE DRIVE C [phone]
CIIIIIN.HARLOTTE, NC 28217 NC #C-4584 & SC #C-6106 `"
4 of

M:\—Server\-2021\027—KOLTER\027-21-001 CRESSWINDS WC\20210917CresswindsPhoselB_Approved. dwg
GRAPHIC SCALE
80 0 30 40 120
1 1 1 1 1
( IN FEET )
I inch - 60 ft.
Know what's below.
C811 before you dig.
NORTH CAROLINA
ONL-CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www. ncocc. org
LOT 123
"I, CHRISTOPHER D. FAULK, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADF UNDER MY SUPERVISION (DEED DESCRIPTION RFCORDFD IN BOOK 6899, PAGE 135; THAT THE
RATIO OF PRECISION AS CALCULATED 1S 1: 10,000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S.
47-30 AS AMFNDFD. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 29th DAY OF
APRIL, A.D., 2021.
PR;1NAL SURVEYORL-S-013
240
1
LOT 126
125
4S
A.
1. ,y
,. "sq.0
LOT 128
�0
1g0
LOT 127
01
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L-5013 = ,
"'1,,0'PRER j19,:``'��
LOT 129
LOT 130
4!
5 ' OWNERS:
ti'3�a0
KH WESLEY CHAPEL LLC
=A' 4807 PGA BLVD
PROPERTYZONED R-4 CZ
PALM BEACH GARDENS, FL 33418 SDE AREAS AND TABLES
ALL CONDITIONS OF REZONING CZ 2019-08 SHALL COMPLY.
BUILDING SETBACKS FRONT: SIDE
FINAL PLAT
�.T
SIDE YARD: 5'
CORNER SIDE YARD: 10'
REAR YARD: 25'
MAXIMUM BUILDING HEIGHT. 35'
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 FE.M.A, FLOOD
INSURANCE RATE MAP. COMMUNITY PANEL 3710449500J
AND 3710540500J DATED: OCTOBER 16, 2008.
1, Christopher D. Faulk, Professional Land Surveyor No.
L-5013, certify to one or more of the following as
indicated thus, ©or C
F A. That this plat is of a survey that creates a
subdivision of land within the area of a county or
municipality that as an ordinance that regulates
parcels of land.
CRESS WIND S UBDI VISION PHASE 1 B
83 LOTS TOTAL
TAX # 06-027-007, ©B 7792 PIS 710
UNION COUNTY, NC
OWNER: KH WESLEY CHAPEL, LLC
Job "°. 027-16-001
ME TR ,L INA
Date 0&/28>'2021
��°' "g` CDF
LAND SURVEYING, INC.
SURVEYING i MAPPING • PLANNING Drawn MHSw
Checked CDF
P [phone] sheet
CI21-C ROSE HARLOTTE, NC 28217DRIVE C (980} 721-2353 � of 6
Ik�NC #C-4584 & SC #C-6106
m
c�
LL

M:\-Server\-2021\027-KOLTER\027-21-001 CRESSWINDS WC\20210917CresswindsPhoselB-Approved.dwg
VICINITY N-4P
(Mot to Scale)
'M
Knowwhat's below.
Caf f before you dig.
NORTH CAROLINA
ONE -CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.ncocc.org
NC TES
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 ANYAND ALL APPLICABLE DEED RESTRICTIONS, EASEMENTS, RIGHT-OF-WAY, UTILITIES AN RESTRICTIVE COVENANTS
AND PRELIMINARY PLAN WHICH MAY BE OF RECORD.
5. 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 LOTIS IN COMPLIANCE WITH ALL COUNTY AND HOMEOWNERS ASSOCIATION ZONING ORDINANCES PRIOR
TO ANY 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 COUNTY AND DUKE POWER REQUIREMENTS. �- ,p� A $O
I2. UNION COUNTYAREA BEING SUBDIVIDED = 2,315,218 SF/53.15 ACRES
AREA iN PRIVATE R/W = 166,485 SF/3.82 ACRES aOTAfhy
TOTAL LOTS = 83 HY Z
TOTAL AREA IN 2 C.O.S. = 1,458,791 SF/33.49 ACRES comets" MEXPIMiEg
SMALLEST LOT = 0.15 AC/6,550 SF tt>OQy Ci
13. THE PROPERTY OWNER SHALL NOT CONSTRUCTOR PERMIT CONSTRUCTION OR
PLACEMENT OF ANY TYPE OF STRUCTURE, PLANT TREES, OR MAKE USE OF THE EASEMENT AG
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 FEET ALL 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 1S 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
AGREEMENT AND PLAN RECORDED IN DEED BOOK AND PAGE.
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 EASEMENTS ARE 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.
- 521�
sDC23 _`' -
3u54�31„E
I'56-
b
m
m
v\
P1
i�
POND
�n MAINTENANCE
EASEMENT 1 r DL23
ry,ga1
SDE LINE TABLE
LINE
BEARING
DISTANCE
DL23
N 89°4851" W
9.68'
DL24
N 89'48'51" W
201.81'
DL25
N 89°46'51" W
6.98'
DL26
S 61 °5443" W
2.39'
DL27
S 52'08'47' E
20. 00'
DL28
S 61'5443" W
2.39'
DL29
N 34'50'07' E
23 73'
DL30
IS 34'50'07' W
15.60'
DL31
IS 37-25'13" W
2000'
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. J
SIDE 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"
OC20A
50.00'
15 67'
15.80'
N 80'43'15" W
18`11 '13"
DC21
201-84'
6&96'
66-63'
N 37'3457' E
19°3437"
DC22
38 67'
59.79'
54 01'
N 88'13'56" E
88°35'41"
DC23
50.00'
24.47'
24.23'
S 39'53'13" E
28'02'35"
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'
N 65'56'01 " W
23°34'41 "
DC26
15.00'
21.66'
19.98'
S 85'3945" W
83'30'56"
GRAPHIC SCALE
1 0 30 60 120 24
MIL EL
( IN FEET )
1 inch - 60 ft.
"I, CHRISTOPHER D. FALIE K, 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 INACCORDANCE WiTH G.S.
47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 29th DAY OF
APRIL, A.D., 2021.
JIS1.NAL Nd SURVEYOR C-5013
OWNERS:
KH WESLEY CHAPEL LLC
4807 PGA BLVD
PALM BEACH GARDENS, FL 33418
`,`�,�Ninttrtrtr
f,.
SEAL
- L-5013
S 00
E R t �S?,t•''�•
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 37105405001 DATED: OCTOBER 16, 2008.
1, Christopher D. Faulk, Professional Land Surveyor No.
L-5013, certify to one or more of the following as
indicated thus, ©or [NJ :
JIM-, A. That this plat is of a survey that creates a
subdivision of land within the area of a county or
municipality that as an ordinance that regulates
parcels of land.
CERTIFICATE OF APPROVAL
1,1F,L~-J c -J`1 , Union County Planning division director, certify that this plat creates a
subdivision subject to and approved 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 n submitted to me and are on file in my office. This approval expires if not recorded before
ti 9
D T PLANNING STAFF
NO�RY PUBLIC �,,j
1µ"oY1� -- /'
i, A NO Y(U OF _ i,,�� OUNTY, NORTH
CAROLINA. AFORESAID CERTIFY THAT--�„
AUTHORIZEDWNATORYKHWESLEYCHA EL, LLC PERSONALLY APPEARED BEFORE ME THIS DAYAND
ACKNOW E T FXECUTI N OF�GOING INSTRUMENT. WITNESS MY HAND AND OFFICIAL
SEAL THIS tJ`:�.
DAY OF �I�'"fir_ 20ai
MY COMMISSION EXPIRES 6 I �`�_ NOTARY PUBLIC
ftip
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT i AM THE OWNER OF THE PROPERTY DFSCRIBFD HEREON, WHICH PROPFRTY iS
LOCATED WITHIN THE SUBDIVISION REGULATION JURISDICTION OF UNION COUNTY THAT I HEREBY
FREELY ADOPT THiS PLAN OF SUBDIVISION AND DFDICATE 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 PLATAS
DEDICATED FOR A PUBLIC USE SHALL BE DEEMED TO BE DEDICATED FOR ANY OTHER PUBLIC USE
AUTHORIZED BY LAW WHEN SUCH OTHER USE APPROVED THE UNION COUNTY PLANNING
DEPARTMENT IN THE PUBLIC INTEREST.
qp
STATE OF NORTH CAROLINA
UNiON COUNTY
1, �6 %4 f N 00 4* If 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.
I/r A 4
__.___ _____ 1113 /z�2 I
REVIEW OFFICER DATE
PROPERTYZONED R-4 CZ
ALL CONDITIONS OF REZONING CZ2019-08 SHALL COMPLY.
BUILDING SF TRACKS
FRONT.• 20'
SiDE YARD: 5'
CORNER SiDE YARD: 10'
REAR YARD: 25'
MAXIMUM BUILDING HEIGHT: 35'
SDE AREAS AND TABLES
CRESS WIND S UBDI VISION PHASE I B
83 LOTS TOTAL
TAX # 06-02 7-00 7, DB 7 792 PG 710
UNION COUNTY, NC
OWNER: KH WESLEY CHAPEL, LLC
METR�LINA
LAND SURVEYING, INC.
SURVEYING •MAPPING •PLANNING
Job No. 027-16-001
Date 06/28/2021
Pros. N$c. CDF
Drawn MHSW
checked CDF
P [phone] Sheet
4121-C ROSE LAKE DRIVE C [phone]
CHARLOTTE, NC 28217 NC #1C-4584 & SC #IC-6106 6 of 6