HomeMy WebLinkAboutParsons Mill Phase 4 - Final PlatCasHe Hayne
PER
M 1 AZ MI
1337. `�� BRANDON 1318 ,2001
ARATH
2002
SITE
1318
^� E !82
\I
r I Wrightsboro
VICINITY MAP (NOT TO SCALE)
LEGEND
EIP....... EXISTING IRON PIPE FOUND (117 U.N.O.)
IRF....... EXISTING IRON REBAR FOUND (112" U.N.O.)
PKF...... PK NAIL IN ASPHALT (CONTROL POINTS)
NIP ....... NEW IRON PIN SET (5l8" REBAR)
CP........ COMPUTED POINT
N/F....... NOW OR FORMERLY
U.N.O... UNLESS NOTED OTHERWISE
TYP...... TYPICAL
LINE SURVEYED
LINE NOT SURVEYED / RAN
CENTERLINE
- - - - - - - EASEMENT LINE
Description
EXISTING CORI
PK NAIL SET ('.
(N91E; PK NAILS TO E
ROADS HAVE BEEN
CONCRETE MONUMENT
NEW IRON PIN
COMPUTED POIN"
Curve Table
Curve #
Radius
Length
Delta
Chord Direction
Chord Length
C-1
420.00'
71.16'
009-42'27"
N55'17'00"W
71.07'
C-2
420.00'
17.70'
002'24'53"
N49'13'21"W
17.70'
C-3
18.00'
26.72'
085.02'48"
N77'20'48"E
24.33'
C-4
525.00'
36.36'
003'58'06"
S36'48'28"W
36.36'
C-5
525.00'
41.67'
00432'51"
S41'03'57"W
41.66'
C-6
600.00'
92.32'
008'48'58"
N61'51'08"W
92.23'
C-7
625.00'
69.08'
006-19.58"
S40-10.23"W
69.04'
C-8
1496.18'
&79'
000-20'12"
N43'70'16"E
8.79'
C-9
1496.18'
52.23'
002'00'01"
N42'00'09"E
52.23'
C-10
1496,18'
52.23'
002'00'01"
N40'00'09"E
52.23'
C-11
1496.18'
54.17'
002'04'28"
N37'57'54"E
54.17'
C-12
18.00'
28.27'
090'00'00"
521-1536"E
25.46'
C-13
285.00'
4.15'
00050'03"
S24'09'25"W
4.15'
C-14
285.00'
65.69'
013'12'19"
S31'10'36"W
65.54'
C-15
285.00'
48.75'
009'48'02"
S42'40'46"W
48.69'
C-16
625.00'
53.53'
004'54'26"
N45'0735"E
53.51'
C-17
427.61'
23.08'
003'05'34"
N40'56'21"E
23.08'
C-18
427.61'
12.73'
001'42'21"
N38'32'23"E
12.73'
C-19
532.16'
43.25'
004'39'22"
N34-37'56"E
43.23'
C-20
532.16'
52.98'
005'42'15"
N29'27'07"E
52.96'
C-21
482.16'
48.52'
005'45'58"
N29'28'43"E
48.50'
C-22
482.16'
38.38'
00433'38"
N34'38'31"E
38.37'
C-23
377.61'
26.96'
004'05'28"_
N3946'48"E
26.96'
C-24
377.61'
4.27'
000'38'52"
N42'08'58"E
4.27'
C-25
364,32'
39.34'
006'11'11"
N33'30'57"E
39.32'
C-26
575.00'
49.25'
004'54'26"
N45'0735"E
49.23'
C-27
335.00'
52.08'
008*54*27"
S43'07'34"W
52.03'
C-28
335,00'
60,02'
01075'55"
S3332'23"W
59.94'
C-29
335.00'
27.29'
004'40'01"
S26'04'24"W
27.28'
C-30
18.00'
28.27'
090'00'00"
N68'44'24"E
25.46'
C-31
280.00'
22.57'
004'37'04•'
S63'57'04"E
22.56'
C-32
280.00'
66.59'
013'37'38"
S5449'43"E
66.44'
C-33
480.00'
18.50'
002'12'29"
N49-07-09"W
18.50'
C-34
18.00'
2632'
085'02'48"
S07'41'59"E
24.33'
C-35
475.00-
25.80'
003'06.45"
S36.22.47"W
25.80-
Parcel Table
LOT #
Area (SO. FT.)
AREA (ACRES)
85
5,500
0.13
86
5,981
0.14
87
8,298
0.19
88
6,997
0.16
89
8,601
0.20
90
6.617
,
0.15
91
6,600
0.15
92
6.600
0.15
93
6,600
0.15
94
7,304
0.17
95
8,927
0.20
96
9,174
0.21
97
8.002
0.18
98
6,415
0.15
99
4,658
0.11
100
5,046
0.12
101
5,473
0.13
102
7,381
0.17
103
6,480
0.15
2
Book 71 Page 43
SURVEY NOTES: CERTIFICATE OF DISCLOSURE FOR NEW HANOVER COUNTY S RVEYOR'S C RTIFI STCERTIFY:
SEWER COSTS DONALD E.
1. Horizontal datum used for this project is NAD 1983/NSRS 2011 (US Survey Feet). 1 (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT
2. This plat is derived from information gathered by on actual field survey made by OR ANY CONVEYANCE WITH A PROSPECTIVE BUYER, I (WE) SHALL THAT THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A
this office and platted December, 2021. PREPARE AND SIGN, AND THE BUYER OF THE SUBJECT REAL ESTATE COUNTY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND;
3. All distances are horizontal ground measurements unless otherwise noted. N/F -"'- SHALL RECEIVE AND SIGN, A STATEMENT WHICH FULLY AND
C TRACEY L, HOOVER ACCURATELY DISCLOSES THAT THE BUYER WILL BE ASSESSED BY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
4. All areas computed by coordinate computation method. & SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN DEED
I AUTHORITY FOR THE FULL COST OF
W
THE CAPE FEAR PUBLIC UTILITY AUTHOR T
NOT SURVEYED ARE CLEARLY
nce. Subsurface THAT THE BOUNDARIES N
utilities prior to land disturbs BOOK 6374 PAGE 95
5. I Contractor is to verify all subsurface p \ JAMES C. HOOVER, JR. � Z ^ � PROVIDING SEWER SERVICE TO THE SUBDIVISION AT THE TIME THAT )'
utility investigation was not performed as a part of this project. \ LOT 14 C <: DISTRICT SEWER BECOMES AVAILABLE, IN ACCORDANCE WITH NEW INDICATED AS BROKEN LINES AND DRAWN FROM INFORMATION FOUND; THAT THE
6. All "NIP ... new iron pin" are 5/8" rebar. \ CREEKSTONE, SECTION 2 --/ o K ( HANOVER COUNTY CODE. !i RATIO OF PRECISION OR POSITIONAL ACCURACY AS CALCULATED IS 1: 10,000+;
1336 7. This surveywas performed without the benefit of a full current title report and is MB 41, PG 101 W ccv U THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
P P DB 6170, PG 2754 W N WITNESS MY ORIGINAL SIGNATURE, REGISTRATION LICENSE NUMBER AND SEAL
subject to any Right -of -Ways, encumbrances or easements a current title report \ tl//�
01 Its \ PID: R01800-007-046-000 Z�GOZZ THIS 26TH DAY OF JANUARY. A.D.. 2022.
may reveal. OPEN SPACE NO. 4 j ��• DA SIGNATURE OF OWNER
y 8. This property is located within FEMA Zone "X" per FEMA Flood Insurance Rate Map 3,155 SO FT i Q�� _ ' C °°"""'"""nn'r°req of 14 'LDZZ
3720323100K with effective date of August 28, 2018. 0.07 ACRES S63 ob y�� d%---,--- `° _G p Sq -�--- -----
9. Wetlands shown per "OVERALL WETLANDS PLAN, PARSONS MILL FARM - PHASE 2" DONALD E. THOMA Y �}j- "4• DATE
P N26'38'40„E 2r2r\ c`r � � �_ }OF�S�lC7,i,Y>,��
'.. by Norris & Tunstall dated 09/28/20. 30.00, A•/P F Ipp 1 N/F 1 PARMELE WOODT.
S $Z/Q�'�I�I 7
CORA P. RITCH 3f
2 / 10. The Owner/Developer, or HOA is responsible for the maintenance of all common °>' = S63\` LOT 13 MB 28, PG 14) - S ,L. ; E.
areas, recreational spaces and drainage easements. N63• S 2727" CREEKSTONE, SECTION 2 ;f L-4706 d� E
2j27+ 1 ?e4 2.gr, F MB 41, PG 99 �J '741 1p y
W i 'cp ?s �� DB 5073, PG 1865 �y� '`.
1.
ACREAGE TOTAL CHART /1N n� 170 /
1 2j, PID: R018o0-007-045-000 a 3 O �. SUR`�'°tC`�,,`�
/• ^ NIP a \ �i,
11`0-
DORAN 2
MURRAY[��a_
E v V New Hanover , NC
Parcel Line Table
Line #
Length
Direction
L-1
17.23'
S31' 50' 09"W
L-2
7.08'
S38' 34' 30"W
L-3
27.90''
S38' 34' 30"W
L-4
6.20'
SOX 55' 44"W
L-5
14.04'
N49' 21' 29"W
L-6
28.08'
N61' 52' 12"W
L-7
18.53'
N65' 38' 58"W
L-8
21.56'
S51' 11' 58"W
L-9
34.76'
S57' 11' 15"W
L-10
50,02'
S81' 07' 32"W
L-11
20.05'
S77' 49' 31"W
L-12
53.96'
S08' 26' 55"W
L-13
18.53'
S17' 46' 07"W
L-14
8.95'
S77' 46' 07"W
L-15
28.50'
S33' 37' 01"W
L-16
L-17
8.15'
15,16'
S23' 44' 24"W
N66' 15' 36"W
PHASE 4 TOTAL = 550,373 SQ FT, 12.63 ACRES = 105 1 0^ S 1 1 b \\ O p ��''
LOT AREA = 250,270 SO FT, 5.75 ACRES ' NIP NIP 1 �/ ' \ \ l 0 \
OPEN SPACE AREA = 200,192 SQ FT, 4.59 ACRES NP PKS R ( S632r \ I a \
1 L-47 27'F J O
RIGHT OF WAY AREA = 99,911 SQ FT, 2.29 ACRES 4 h
h o N>J?3 p„ l c * 1 IIQ2 7 16 `� yU
1 8' / �C Ay \
CERTIFICATE DISCLAIMING WATER/SEWER SUITABILITY /•� 0 > W J20 1 �' 0 (spV �
NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS Z ~\ 04I NIP I 104 IP ss3. \ \ PU8 , CO() \
PLAT, LOTS SHOWN ON SAID PLAT MAY NOT RECEIVE HEALTH Ntp IP NIP O \ 2rZr,
DEPARTMENT APPROVAL FOR ON SITE SEWAGE DISPOSAL 106 M PKS - N F 4
SYSTEMS NOR FOR INDIVIDUAL WATER SUPPLY SYSTEMS NOR /- ^ 2 \
DOES SUCH APPROVAL GUARANTEE THE AVAILABILITY OF -42 J 230>'• o JOJ�,u2 \ \ \ Sss,
WATER OR SEWER SERVICES FROM THE CAPE FEAR PUBLIC ro >"W J �/ m io F JJ
UTILITY AUTHORITY. ^' _ EIP? `\ 20' 1.M µ^me. \- 130 tI1P L-46 Juh \ \ \ l \
�WETLANDS. >'�p -2i EIP? L-20 A NIP 1 33 3 \ II• •�� \ /
. .._.. j N 1 77 N /, O 1 V
a _m 1 h S> vi ,Cv
COUNTY ENGINEER CERTIFICATE: ho N>J 23b>'• C-a7 a lMo o J 23 °j'f ro ryh \ \ \ ?s �S / �4 / U L
%r ro W r0 NIP PKS 00 r `�•., JJ8.0>' / 4", G \ \ cQ '' i 563� Z m (�, Z M <
WITH THIS RECORDATION, NEW HANOVER COUNTY ACCEPTS _ J ti ��' �• 39g• NIP 2 NiP �' 7 \ 'C 2j S 7?7' REBAR-2 / i7 l Z _ O 2
THE DEDICATION FOR STORMWATER AND EASEMENTS Nra / NIP NIP C-41 102 1 ,`Ya \ \ �4;pa ?500. 00°' 2 N 212,721.34 / /� / �' U Z O pp i
1 OS O 3 af// ne q E= 2,334.778.38 rram�,^ cv
2�3I2F>22 A>7?3'p /G� / 'Ss3p ryN Cb Ir6, 89 ��ur PKS ?sop, 563, mJo / �.' Z w �1 g E c `
COUNTY ENGINEER DATE >'W Z /n0 /� °2S•, n O` �N ��' 70, \ O EIP? 2727�. yoj �/ O CD U' Q
J04.40' q Gr o / I ' \ F r / EP"• H `08•• \ L j R, 'YiP �� rry0 / F J �o ���„� / - t�7 Z ��y) 5- N ca
NiP a0 a I . I \ 2p 0 j �E/P? /L / /`t' O / O \ r4 OS, 4i V >_ �4 W ,? V i
a 109yo' NIP L-22 �\Q /7'a /I, C ryrP / OPEN SPACE N0. 2 y
�O SO• /O.O / q PKS - _ •' ' - 1 41 O 6,565 SO FT V N 0 I
Sg, P p p Jp. 15. 90 Gti o' S 0,15 ACRES\ \ / U) ��� cA c Z i
KS
4/,, C' `Y2•.� gSF,yNG,y /Gig �,1 Nis / FgSFM/jG7Y I /. .1 /`9S C-24N/P NIF7/ 0a P N G// 5,475t '��` Ooi� \ Z �1 Z as
O i
a e 1 rL PKS C-18 7, W <-
N F ° A6s 110 °O' NIP,<, �Ptv1 / z �. °9 gN oS m �A 38, 7M Z W c E
/ C-8 .o G 9S7 ^ Q� /v GJ� / /r TOTAL AREA -PHASE 4 o.•k. 1 / 'S), N�N�o Nis Gi j SS 88 v Na \ p w Z
CLAYTON PROPERTIES GROUP, INC. 2 `� \ 550,373 SO FT / x e N {� Z '
DB 6374, PG 95 Nio y /iy J / / D 41 i NIP �J 9i �0� O
PID: R01800-007-055-000 7 / o C 0 e 12.63 ACRES b p u 4 4//,. a I- \
O <c, 0 G J 'b/ . - 1 O 2. I fo ,y 9 62 Fi N/F LL LLI
& RU1800-007-056-000 tius• O QO �� 60�� Gj NP�d gy' ?� Nay ti" 0 6•. s0? w a
o. F ao a PARSONS MILL HOA, INC. \ O w <
s 111 o J O �•, N tiAREA/DRAINAGE\ O a
C� / o ", d / O WETLANDS r `a' o` COMMON EASEMENT
(55t ACRES REMAINING) y, NI PJ Q Q / ! _ / (y�• \ N;P y a / a MEL a
i `SDe / 4S' O /N`b g°` a`i' k. ' / - - - - -� 3 FiP �/ PARSONS MILL, PHASE 3 c
o ` ry Q P / r / N 41 v L-30 / ? ti� 6' a h MB 68, PG 199
\� /c ��o / o00 T02 \O '0 ?° ; /rye �L t <,� - \ 0 DB 6374, PG 106 c
O kNrP _ i 5- 91 O / PKS h. �: -� •o r II V
112 4 �� s / N,,�' h s� F, o. / G ,y Q <_s L-z PID: R01800-007-229-000
Curve Table 09 O JP ug, - OPEN SPACE NO. 3 S, sFd4 y 4, p, /, o a <
¢ C-SP NIP �PC� O� 106,767 SQ FT F' !y '/'F �J• 'e / ''O a' 9 °•o �' c
Curve # Radius Length Delta Chord Direction Chord Length L-18 g C` / NIP Q2' / 'rS 2,q - wETLAN05 • 2.45 ACRES 1�`� y 7 N ,6`L / 10 _ CAS
6 /y O 'h0/ 66, FR". . I .("j 00• 22 ?O 'yiq G ` L-4\ - •\
C-36 475.00' 44.80' 005'24'13" S4038'16"W 44.78' GEODETIC CONTROL TIE /Gr L Gr E • •I aE` h• 5' .�92 O 00 PKS {o.Z7 pq •�
PKS / C` Ni 5 1 O• 5• ,
THE LOCAUZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED 1 `/3 EIP? ' "O `�'•
C-37 1646.18' 5.51' 00017'30" N43'1437"E 5.51' ,� IP / !y ��a ,P / CP I• /
ON THE STATE PLANE COORDINATES ESTABLISHED FOR "REBAR-1" NIP G -M • •� , 4 \J ��!• - /
C-38 1646.18' 64.33' 002'14'21" N42'01'41"E 64,33' o• Ni 1 01 I - / N N /k�, NIP IC / \ • - _ - _ _ / • . • • • - • - • 1
WITH NAD 83/2011 STATE PLANE GRID COORDINATES OF G, /Gq/ / ,0 I ,t^J R2. O / N Q r ^ 1
NORTHING: 212,226.823 FT r 0 N 3 1 O '1 ? O O "J O o/ g�1
C-39 1646.18' 128.53' 004'28'25" N38'40'19"E 128.50' ( ) G ,'h/ SSA 68, NP? �,b O Sj 93 O• h1 �O O�Aa`a GJ I I• - - - - 1
FASTING 2,334,377.354(FT) NIP G \O' „, ' • A 2,� 5 y O� ,J , -
C-40 325.00' 94.53' 016'39'54" N28'06'09"E 94.20' THE SCALE FACTOR USED ON THIS PROJECT Cp NrP / \`�S"��'QJ0 O ' / F G
(GROUND TO GRID) IS: 1.00000149 /a PKS y 96 EIP? • ,NIP V a J!f'• _
C-41 325.00- 6.55' 001-09.19" N19-11.33"E 6.55 Iry h 1 00 , / P 2 D� h a Q 7ecG D�� 2sF N4 7 78 -
ALL LINEAR DIMENSIONS ARE LOCALIZED GROUND HORIZONTAL DISTANCES �o, ryb NrP Gr/ ti 9S p O aA }y �1 PN71-,� CP / 1 Z ¢
C-42 335.00' 13.37' 002'17'14" N1728'16"E 13.37' UNLESS OTHERWISE NOTED p, O ^9- / SS, R,, ry,P „• s,, 94 O• GJO GjP <' yt O / i 1 0 U
0 4. R \'S„ fiA L-37 / 9A0„ \ •Cri.�'C� khp/ /• L-14 ' J CP 7� ._ -�, - - �" Cn Z W
C-44 335.00' S5.45' 009'29'04" Nlt'3506"E 55.39' y lv �n - ly Y• J A i ¢
h N O h, ,,o 'SW �' !y J ♦ "J 'q' -CP 77 ) CL.
C-45 285.00' 46.46' 009'4431" N77'3T41"E 48.40' a N •'a `V Q� / P Q L f �2. a •'�79, If
C-46 285.00' 10.52' 002'O6'56" N1T33'25"E 70.52' ^h 4, 92 �Nq-L-39 N �P 00• ,ti PKS L5 ' �• 0 O ' / /- _ v, m 0
/a O o M wry. SS. s0, 2 ^1 0 / G / / -4 a 11f \ \ � � U z
/.4 o \/O' PjA- O C^3= yo T 95 1% /OPEN SPACE N0. t • �✓ \ / REVIEW OFFICER'S CERTIFICATE 1=
C-47 275.00' 10.79' 002'14'55" N19'44'20"E 10.79' rVo' 00' Cv p^ NIP / \3ii'• a^ ? / \ / I \ STATE OF NORTH CAROLINA LL Z W
ryr 27,010 SO FT y U) a =
2 b n v / ¢ \ / ° / 0.62 ACRES i / COUN F NEW HANOV R O L L. Q OL o Z C-48 275.00' S5.64' 011'35'34" N26'39'35"E 55.55' o
6 IY
moo- GM`' U C\ 98 NIP / \ C�3 2 ip /0 .�h/ " /� - W o
Parcel Line Table
Line #
Length
Direction
L-18
9.37'
N66' 15' 36"W
L-19
11.24'
N27' 05' OB"E
L-20
7.11'
NOW 25' 40"W
L-21
14.76'
N86' 43' 54"W
L-22
4.02'
NOW 44' 13"W
L-23
15.39'
N14' 25' 05"E
L-24
18.39'
N39' 41' 36"E
L-25
19.99'
S71' 20' 31 "E
L-26
45.63'
S59. 47' 17"E
L-27
32.33'
S56' 54' 17"E
L-28
19.71'
S28- 56' 30"E
L-29
10.40'
SOO' 03' 30"E
L-30
9.80'
S47' 34' 48"W
L-31
21.11'
S66' 15' 36"E
L-32
43.89'
S66' 15' 36"E
L-33
L-34
20.94'
28.46'
S53' 33' 23"E
SOB' 38' OS"E
Parcel Line Table
Line #
Length
Direction
L-35
21.94'
SO8' 23' 40"W
L-36
18.08'
S35' 00' 23"W
L-37
11.05'
S35' 00' 23"W
L-38
34.15'
S56' 14' 29"W
L-39
7.24'
S43' 36' 39"W
L-40
24.74'
S43' 36' 39"W
L-41
25.55'
S34' 40' 42"W
L-42
6.41'
S34' 40' 42"W
L-43
28.02'
S25' 44' 45"W
L-44
27.41'
SO4' 57' 16"W
L-45
14.64'
S22' 08' 36"E
L-46
3.49'
SOW 19' 44"W
L-47
11.34'
N07' 51' 44"E
L-48
31.69'
N07' 51' 44'E
L-49
31.69'
S07' 51' 44"W
L-50
28.81'
S07- 51' 44!'
C-49
275.00'
19.10'
003'58'45"
N3426'44"E
19.09'
C-50
1596.18'
71.52'
002'34'02"
N3743'07"E
71.51'
C-51
1596.18'
55.72'
002'00'01"
N40'00'09"E
55.72'
C-52
1596,18'
55.73'
002'00'01"
N42'00'09"E
55.72'
C-53
1596.18'
9.38'
000'20'12"
N43'10'16"E
9.38'
C-54
340.00'
15.57'
002'37'28"
S49'19'38"E
15.57'
C-55
340.00'
51.99'
008'45'43"
S55'01'14"E
51.94'
C-56
340.00'
40.70'
006'51'31"
S62'49'51"E
40.68'
C-57
460.00'
55.06'
006'51'31"
S6249'51"E
55.03'
C-58
460.00'
70.35'
008'45'43"
S55'01'14"E
70.28'
C-59
460.00'
21.07'
00237'28"
S49'19'38"E
21.07'
C-60
300.00'
12.67'
002'25'09"
N49'13'29"W
12.67'
C-61
310.00'
128.99'
023'50'24"
N35'3936"E
128.06'
C-62
600.00'
51.39'
004'54'26"
N45'07'35"E
51.37'
C-63
507.16'
91,57'
010'20'40"
N31'46'12"E
91.44'
C-64
402.61'
33.52'
004'46'13"
N40'05'40"E
33.51'
C-65
310.00'
98.72'
018`14'42"
S57'08'15"E
98.30'
C-66
450.00'
56.25-
007-09'41"
N51-35'45"W
56.21'
C-67
450.00'
38.93'
004.57'24"
N57'39'18"W
38.92'
C-68
500.00'
74.32'
008'30'58"
S39'04'53"W
74.25'
C-69
1621.18'
195.36'
006'54'16"
S39'53'14"W
195.24'
C-70
300.00'
93.31'
017'49'13"
S27'3130"W
92.93'
C-71
310.00'
31.39'
005'48'04"
31542'51"W
31.37'
Parcel Table
LOT #
Area (SQ. FT.)
AREA (ACRES)
104
6.669
0.15
105
9,672
0.22
106
6,613
0.15
107
6,345
0.15
108
5,783
0.13
109
7 246
,
0.17
110
5,398
0,12
111
5,398
0.12
112
6,305
0.14
113
6,049
0.14
114
6,600
0.15
115
6,600
0.15
116
6,600
0.15
117
6,600
0.15
118
6,600
0.15
119
7,179
0.16
120
7,340
0.17
121
6,619
0.15
\
\
\
CERTIFICATE OF DISCLOSURE: PRIVATE ROADS (1/10)
1 (WE) THE DEVELOPERS OF PARSONS MILL, PHASE 4, SUBDIVISION LOCATED IN THE
UNINCORPORATED AREA OF NEW HANOVER COUNTY UNDERSTAND THAT THE ROADS IN SAID
SUBDIVISION ARE DESIGNATED PRIVATE. I UNDERSTAND THAT OWNERSHIP AND MAINTENANCE
OF THE ROADS WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL SUCH TIME THAT THE
DEVELOPER DESIGNATES THE RESPONSIBILITY TO THE PROPERTY OWNERS ASSOCIATION.
RESPONSIBILITIES MUST BE ACCEPTED BY THE HOMEOWNERS ASSOCIATION AS SPECIFIED IN
THE HOMEOWNERS COVENANTS FOR SAID SUBDIVISION. THE PRIVATE ROADS IN SAID
SUBDIVISION ARE TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION 6.3.3.D OF THE NEW
HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE AND ALL APPUCABLE COUNTY CODES
WHICH INCLUDES THE DESIGN, INSTALLATION, INSPECTION AND:APPROVAL BY A LICENSED
PROFESSIONAL ENGINEER (PE) RECOGNIZED IN THE STATE OF NORTH CAROLINA PRIOR TO
FINAL PLAT APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION. IF ALL OR A PORTION
OF THE ROAD INFRASTRUCTURE SYSTEM WITHIN THE SUBDIVISION IS BONDED THROUGH A
SURETY, PERFORMANCE BOND, OR CASH ESCROW, NO BOND SHALL BE RELEASED UNTIL ALL
ROAD CONSTRUCTION IMPROVEMENTS ARE COMPLETE AND CERTIFIED BY THE PROFESSIONAL
ENGINEER.
IT SHALL BE DISCLOSED TO THE PROSPECTIVE BUYER OF A LOT OR LOTS WITHIN THE
SUBDIVISION THAT ROAD MAINTENANCE SHALL RUN THROUGH THE PROPERTY OWNERS
ASSOCIATION IN PERPETUITY AFTER ACCEPTANCE FROM THE DEVELOPER UNTIL SUCH TIME
THAT THE ROADS ARE RE -PLATTED AS PUBLICLY DESIGNATED ROADS AND TAKEN OVER FOR
MAINTENANCE THROUGH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) OR
APPROPRIATE GOVERNING AUTHORITY.
mu to uoir6 fib& 0112a2z" .
DEVELOPER! NAME / ` DATE
Op C' a�¢� 3� NIP ^ r'. L-42 A \ \ ^ Sss\�\ /C; �^ Gr/ / _ _ CP./ \ 80 \ I' -- - - t REVIEW J z O uS O
�a' F ? ,^n' i7 rS' G/ Nro / - , �/ / / OFFICE OF NEW HANOVER COUNTY, CERTIFY THAT THE MAP O- W o ~
6 v, 6p0 66• OP" - / ^ \,^ >s 36'F \/ S /- - ^ :3i \ \ Y OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS Z W a rL
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ag SS0 , ^n / < C-13�48, F S h a \ Q� G J0 OF DEEDS: LL W >
h° \SS (6p• KS Nss7S ° �*` //ry NiP 667 3 0 .v` \ 07zP'L, NORTH CAROLINA, NEW HANOVER COUNTY Q O
121 \ 1P pRr[,q A'qR w NIP s / �N / oo ss o° s f �ti / g� �QOFo J, W
00 ^S6 p /V R/WO.V`S �Ns >00 \A¢-/ NIP %m" rV n� 86 00• EIP' �.r (`C�yV Q.pP---LFILEA_FOR RDAY OF¶�cLb�-°° _ 20�-- AT W O- w
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2, 0"S d t^ 11.95 y° RO10 '847C �R/(, W ?oCS G_30 /� / jyF� / L-17 e \iPC���P / PHASE 3 BOOK _/P AT PAGEDV �E ORDED IN MAP
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ISg ^ ^�� 118 0 '� SS0 33>� �Nss>s \667s22 s . - 83 7 CERTIFICATE OF APPROVAL BY THE CAPE FEAR PUBLIC UTILITY AUTHORITY:
.MrO N O d N 36, N7224'40"E 36IV \ w n /
^O' Try/ Sg 3229 /3elp o, EIP / \ \ � REVIEW OFFICER FOR THE CAPE FEAR PUBLIC UTILITY _
11.95' b• O •3 00• o AUTHORITY, NEW HANOVER COUNTY, NORTH CAROLINA, CERTIFY THAT THE MAP OR PLAT TO WHICH
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N S> N 117 00 N NR �� s� \ '.. THIS CERTIFICATION IS AFFIXED MEETS ALL AUTHORITY STANDARDS AND REQUIREMENTS FOR THE
00,
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\ PUBLIC UTILITIES AS SET FORTH BY ORDINANCES. WITH THE RECORDATION OF THIS PLAT, THE CAPE
116 O y 100^ -FEAR PUBLIC UTILITY AUTHORITY ACCEPTS THE OWNERS OFFER OF DEDICATION FOR THE PUBLIC WATER
O O ry/ ,�0 41 / AND/OR SEWER PURPOSES ALL EASEMENTS, COMMON AREAS, AND/OR RIGHTS OF WAY SHOWN ON THE
�2 ^S�4J' rgry PLAT AS DEDICATED FOR PUBLIC UTILITY PURPOSES. APPROVAL OF THIS PLAT DOES NOT GUARANTEE
2 SS Op ryn)II 115 06 �� ,yam a� (60,THE AVAILABILITY OF WATER AND SEWER SERVICES FROM THE CAPE FEAR PUBLIC UTILITY AUTHORITY.
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^ry0 a f CAPE FEAR PUBLIC UTILITY AUTHORITY -
i Nss �s op, �ry 114 o v ryo \ (aR/ q RX* & M/ \ BY: \: � C <
22•• NIP b//`% 113 � Rp pU t( \ REVIEW OFFICER TITLE DATE
OPEN SPACE NO. 5 W SS ;.1 O -\ q0 eG0
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56,695 SO 1.30 ACRES `\ 33j36'° �ry /r22 1 \ FpR O B�V� \ CERTIFICATE OF APPROVAL - NEVP HANOVER COUNTY �ZW
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GROUND COORDINATES) 9� / / \ \ A S A 0 DATE r l m Z
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CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNERS ASSOCIATION V - zZ
o \ / CONDITIONS AND RESTRICTIONS BY REGISTER OF DEEDS: [j
3 /
/ N \ NORTH CAROLINA, NEW HANOVER COUNTY HOMEOWNERS ASSOCIATION COVENANTS, CONDITIONS AND RESTRICTIONS Z
IL
, a I PARSONS MILL HOA, INC. / FILED FOR REGISTRATION OF THE DAY OF AT (AM/PM) AND DULY RECORDED
»
SCALE: 1 = 40 ^7 \ / IN MAP BOOK AT PAGE DA E
COMMPARSONS /MILL, PHASE A3EMENT
0 20 40 80 120' IOU co MB 68, PG 199 /
DB 6374, PG 106 \ REGISTER OF DEEDS
g PID: R01800-007-229-000 /
PRIVATE ROADS CERTIFICATION (1/10): \ CERTIFICATE OF OWNERSHIP DEDICATION AND JURISDICTION: '
CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPMENTS: \ \
I (WE) CERTIFY THAT ALL PRIV6`I)O�St ASS`;EQICTED ON SUBDIVISION PLAT PARSONS MILL, I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND
PHASE 4, HAVE BEEN DESIGNiIRED, NST LN Pp(, AND APPROVED IN ACCORDANCE I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY SHALL BE RESPONSIBLE DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY (OUR)
WITH SECTION 6.3.3.D OF THE �r,IEW� �N�OI'JY UNIFIED DEVELOPMENT ORDINANCE AND FOR MAINTENANCE OF ANY STREETS, PARKS, DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH OWN FREE CONSENT AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, CONSERVATION SPACE
ALL APPLICABLE COUNTY 446V6V .RIOR TO FINXC'Ply,'G,APPROVAL FOR ALL OR A PORTION OF AND OTHER AREAS TO PUBLIC OR PRIVATE USE AS NOTED. ALL ROADS AND DRAINAGE EASEMENTS
ARE DESIGNATED FOR PRIVATE USE. 1 (WE) ACKNOWLEDGE THAT PRIOR TO CONTRACTING WITH
THE SUBDIVISION. � ti'"; SFJ6,L A PROSPECTIVE BUYER, I SHALL GIVE THE BUYER A WRITTEN STATEMENT WHICH DISCLOSES ARE DEDICATED FOR PUBLIC UTILITY PURPOSES. FURTHER, 1 (WE) CERTIFY THE LAND AS SHOWN
BY CERTIFYING THE CONSIf1U6"n OFj';;M ROACIS AS PRIVATE, THERE ARE NO THE EXISTENCE AND LOCATION OF SUCH PRIVATE AREAS AND SPECIFIES THE MAINTENANCE \ HEREON IS LOCATED WITHIN THE SUBDIVISION JURISDICTION OF NEW HANOVER COUNTY.
GUARANTEES OR A))RA110ESC`QF ACC PTANCE 05 SAID ROADS BY THE NORTH CAROLINA RESPONSIBILITIES FOR SAME. WHEN APPLICABLE, THE STATEMENT SHALL DISCLOSE THAT THET 0 ON STREET(S) WILL NOT BE CONSTRUCTED TO MINIMUM STANDARDS SUFFICIENT TO ALLOW THEIR 111�
` Ii,Fti��Ui��•, Ol �Z INCLUSION ON THE STATE HIGHWAY SYSTEM FOR MAINTENANCE. 2p 2�22
y / �f \
C RTIFlED OFESSIONA N'tNEY2=. '10 +"• �D lE0 p�/�fr•'��� \ DATE SIGNATURE OF OWNER(S)
.,`
D TE
AL SIGNATURE OF OWNERS) A
T
01/26/2022
SCALE
1n = 60'
DRAWN BY
D.E.T.
CHECKED BY
R.A.P.
REVISIONS
-DESCRIPTION-
SUBDIVISION PLAT
SHEET
1 OF 1
S+ewot`l- Gunn - 41,2- 61z- Zolo
Book 71 Page 44
TAMMY THEUSCH PIVER New Hanover County
Register of Deeds Register of Deeds
320 CHESTNUT ST SUITE 102 - WILMINGTON, NORTH CAROLINA 28401
Telephone 910-798-4530 - Fax 910-798-7716
o
, jj,
State of North Carolina, County of NEW HANOVER
Filed For Registration: 02/04/2022 01:26:06 PM
Book: PLAT 71 Page: 43-44
2 PGS $21.00
Real Property $21.00
Recorder: ANGELA ENGLISH
Document No: 2022004652
DO NOT REMOVE!
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording.
BK: PLAT 71 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIII
PCCORDED 4 2022004662
NC FEE $21.00
02-04-2022 NEW HANOVER COUNTY, NC
01:26:06 PM TAMMY THEUSCH PIVER
BY: ANGELA ENGLISH REGISTER OF DEEDS
DEPUTY