HomeMy WebLinkAboutParsons Mill Phase 6 - Final PlatBook 75 Page 58
' N,1 CAPE _�j C EM 2023
.4� HAYNE CAPE rRI�;,AR
(DISTURBED)
CJ Castle Hayne OXY
PE-R RY 0 -lY iN073
PERRY RM 1 AZ MK !'l002 N 2072
_�^ w
CASTLE ? 2074
1337. ' 1318 .2001
ARATHON ww BRANOON .2065
W N
? 2002
7334
,. 9e
?Q Skippers-i335�. HAMPS7F�IDI 2
1 TARCORI@r `Q 7335
REVIEW OFFICER'S CERTIFICATE CERTIFICATE OF REGISTRATION BY REGISTER
STATE OF NORTH CAROLINA OF DEEDS:
\COUNTY OF NEW HANOVER ���/� NORTH CAROLINA, NEW HANOVER COUNTY
I, DSC.10Ot� REVIEW FILED FOR REGISTRATION ON E
OFFICER�ANOVER COUNTY, CERTIFY THAT THE MAP /t- DAY OF 20 2L AT
OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ,3_QZ- /PAND D R RDED IN MAP
ALL STATUTORY QUI .MENTOR RECORDING. BOOKAT PAGE .
REVIEW OFFICER /J•,/n'/fiiX�/��(iL /Xjy/
ORMWATER NOTE: COUNTY ENGINEER CERTIFICATE: CERTIFICATE OF REGISTRATION/DISCLOSURE FOR
is property is subject to State StormwaterManagement Permit i#SW8201208, HOMEOWNERS ASSOCIATION COVENANTS CONDITIONS
Operation and Maintenance Agreement, and Deed Restrictions recorded in 'KITH THIS RECORDATION, NEW HANOVER COUNTY ACCEPTS AND RESTRICTIONS BY REGISTER OF DEEDS:
ok 6020 Pages 2055-2090, and all subsequent amendments. THE DEDICATION FOR STORMWATER AND EASEMENTS
NORTH CAROUNA, NEW HANOVER COUNTY HOMEOWNERS ASSOCIATION
�LZ 4P24 COVENANTS, CONDITIONS AND RESTRICTIONS FILED FOR REGISTRATION
\ COUNTY ENGINEER DATE t' OF THE DAY OF AT (AM/PM) AND
\ \ 1 P DULY RECORDED IN MAP BOOK AT PAGE .
kj/ L7�Tf yG6LL/n/1 N/F CAMIE M NWEFSTBROOK \ REGISTER OF DEEDS
DATE �_ (/ja/i TRACT 2
- //'+`'�(y%^'� /� CAMMIE B. NORRIS, ETAL
er1�eeAs DB 5819, PG 2171MB 41, PG 224 DB 5533, PG 2 04 N/F \
PARID: R01800-007-014-OOD HARRY RUGGLE POPE, SR., ETAL
HERITAGE DEVELOPMENT F& REALTY COMPANY /�sj�np \ PARID: R01800-007-050-000 DB 5470, PG 1712
DB 5850, PG 836��7�p l/l \ PARID: R01800-007-010-000 \
PARID: R01800-007-015-001 \ \ \
PAPER 1333 205
\
FOLLER 202
Yo27 SITE cuLVERr\2
1332 .- '4 CHAIR
'2021 1318
! New Hanover County, NC
VICINITY MAP (NOT TO SCALE) \
LEGEND \
EIP....... EXISTING IRON PIPE FOUND (1/2' U.N.O.) \
IRF....... EXISTING IRON REBAR FOUND (1/2" U.N.O.)
PKF...... PK NAIL IN ASPHALT (CONTROL POINTS)
NIP ....... NEW IRON PIN SET (5/8" 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 OPEN SPACE NO. 21
Description
SYMBOL
EXISTING CORNER
O
PK NAIL SET (PKS)
(NOTE. PK NAILS TO BE SET ONCE
ROADS HAVE BEEN PAVED.)
Q
CONCRETE MONUMENT SET (CMS)
NEW IRON PIN (NIP)
O
COMPUTED POINT (CP)
•
�\ I 8.92 ACRES I
A 37
111
Y
\ WO
o n
o
t � L-
ACREAGE TOTAL CHART
� �
PHASE 6 TOTAL = 1,129,850 SQ FT, 25.94 ACRES \ _V
LOT AREA = 509.620 SQ FT, 11.70 ACRES
RIGHT OF WAY AREA = 144,058 SQ FT, 3.31 ACRES
COMMON AREA -OPEN SPACE = 476,172 SQ FT, 10.93 ACRES /
CERTIFICATE OF DISCLOSURE: PRIVATE ROADS (1/10) \ g\ L-5z 5432>'4
1 (WE) THE DEVELOPERS OF PARSONS MILL, PHASE 6, SUBDIVISION LOCATED IN THE \
GEODETIC CONTROL TIE r�
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED V
ON THE STATE PLANE COORDINATES ESTABLISHED FOR "REBAR-1" 1�
WITH NAD 83/2011 STATE PLANE GRID COORDINATES OF
NORTHING., 212, 226.823(FT)
EASTI NG: 2,334,377.354(FT)
THE SCALE FACTOR USED ON THIS PROJECT (�
(GROUND TO GRID) IS: 1.00000149
ALL LINEAR DIMENSIONS ARE LOCALIZED GROUND HORIZONTAL DISTANCES
O UNLESS OTHERWISE NOTED
Z (TIE FROM "REBAR-1" TO "CFM NO. 1": N 54'07'02", 1414.5l')
un MIL l�
N o WADE HAMILTON POPE
�u 2 DS 763, PG 373
P°vo PARID: R01800-007-009-000 Ir
`✓ This drawing and ! or design shown hereon are the fy
property of ESP Associates, PA. The reproduction, ^r'Y
alteration, copying or other use of this drawing ^Y
without their written consent is prohibited and any r�
infringement will be subject to legal action.
ESP Associates, PA (n�
"Y
I \: J 3.31 ACRES h 0T1 _ ,<'v 4ca L-1-'---•-- - - a
L-80 LOT : 198 IN �s ti`\'/ 3 F 12Q - ho • 2g y4 -
' Ji 8,677 SO FT w e / \ 00' 19 A9 O
tit , 0.20 ACRES I�
.• . t nm ) Q7, 678, \ ,� 10.
. LOT : 197
.� O OS3 7 SR\ ti gSE4ry 7,572 SQ FT L P $1 ^ham(
1: S 9 ly 1 a/ S� 0.17 ACRES �O 6Y S
`asi RFS 5*5 2 7� G / ?7' ro
1`a d'S \�v 37, 5� QKs / F 7 NOS. 3 5 A
C-54 16' ;'.$ fps ry•5 5267 \ 2.QQ OPEN SPACE NO.
// / R 87,651 SQ FT N/F
` s T , )3 LWP +98� 6�° �6� >h �F G' / SS LOT : 196 2.01 ACRES o ad PARSONS MILL FARM HOA, INC.
t-73 ,1° >a C-55 `O S,, F 7,657 SQ FT J - v COMMON AREA -OPEN SPACE 2
\ - .L-70 \, '�2 Q7 2 2 �6• h ry KS n ro 0.18 ACRES �i
L-71 t-72 6/8' SgOQ FT �� a� � .y - ce ',o PARSONS MILL, PHASE 5
F 5+ - a MB 73, PG 123
ro L-69 2 `S R S eu��Pcl \ „yam ry0 PKs C-142 G� N DB 6652, PG 347 r
\ �S. R� UrJa+ ow A G ti`ti/ LUT : 195 0 - m �
L-ss 's- OT 7?So / 1\ os M� G'/ 7,353 SO FT 00 `/gs n o PARID: R01800-007-398-000 : r7r v
0.17 ACRES �y0' GP a V (9 li
r. N 9 T ?S- �� 9q FT s. �jOoya'` `, h �' �� LOT : 194 / n - - � Z o Z
"1 79 > r FS 4.26' S G1ns o� ry 7,341 SO FT S� I i� N w Z t- V
O S ' Q 1z*\ s •C os h C-20 r� 0.17 ACRES o S. I . " `r iv _ U_ Z O co rn
- �ou Z� 27 qC 4) /.T /L O 72s : QQ- / yJ\ 6 • Y 2s58• '126. T(?6 Gp0 O ``?� O�. - ,ii MZ - > ram^ -" `- N N
CY �. RF .79 S O / J It, y\ 7 Q O ?y N `�l d ,�1 to U
z 2 S d' 4 3.33' 6 \ 8' O• )_ w c
A. o qC FT /.`' aks \� \51r, [\ '`7' <n V) cn W CD = J
O_714 �SsO• \ \ _ Z � CO 2 E:
C) Z �
L-64 $ '. C o I }
LOT : 193 s - S - w1 0
��OT G'/ 52 KS `7\ `EP k¢ /'/ G. Cp 2s, >- �ij W > U
e 9 �y 6,572 SO FT 1. 2� j �1 > c w
�- 6`I• 'G��7)s SP 4 sO OHO JF' a 41 ys 8sR-, 0.75 ACRES / �3y 7B, S / _ � O tY w
/, / \.�qi- F °\ °\' 9'y /" - •,.ij,OP �` 20 /,. - CO
U) c Z U
) /N6 / �jFr G - R 2% O • U O
y60 L-61 B70T\ 516 5000 �P O�(�r,C-175 \ OS l� \ 00 2� C,28 S56 37, S`9r s I g Vtij Z m
n �� �7 SQ S a �2 ,l �� OT \,\G tiN� ^ 5 G� a° \'/ eKs as `�� y` !/ �`V 32.14, 33"E 142.14' ce / I ".�11 of
,/. I u: 4 0 `� ek/ \G J0 rLaY 1 P ,\11• \s ° l ^JO O 55.00' !. 1 ¢ �V W N E
_ - L-58 ' $'S �\F. 6s° J0\' Q 06'�h \/ \s pKs \ F, o r 3+ 1861 Z
ti6Fob o /F m0 O \ 00 N o m SS.Op' 2� j\' �, / ?
g1 2 65
4 Go /i F9s G /,0 „ 3\ PO g. W _V 09- 9 / <c ��\ O\\ �R' r- rn o o: b - c, x2 G2 \ W Z
L-55' > > P it C-58 G O 5/O 6`. <0 O <r5 'S 8 v w C7 0 W
`= S. Qr \i� EL / 'S O 1� 4 • ro Q- ro rn s\ 6, LOT : 192 m "� N U b 9?• w m
4E •(rc. 16� O. S O o. G ry'`• �O\ \ 2� I - o� ¢ o 0
4iF S T 9. vc Q o 6y �O \�P �JP / 6 08 O'L s, P /ems 8,579 SQ FT v Q w o ^ o n o 6\ , Of "�i CCD
/, 0 y y� O 783 v: ?c d . kl ..1� G QF lQ� 6 % o's O �c °'p <y %� ra \ Aq \ 0.20 ACRES o a ° o CC o v n I l\ CL
R h PKS O 7 `s `I- /` o f o' 1871
e o< s f R \ o o a; w o Cl)
0 9� u. 72`cS4 26 s 1 o.3s' �h L5 v /c-112 s. s Q •' �� °0 5A5 �E� \o ORi SO \ o Fv
54 ^ 'S`1'-S T t,•9 A- \REST '0 ,\,�'\ f91 F- i' s 00. 90JQ , dr O- ,t^j �'C ���f O �/ j' /.\ NS C \ n 2 cV O Cl)
O Q87 2 /Z r /9 py�i P q iy p \t £�R L-6 .IIIIIIIII (II'Illn
�/ (' % a s .t� O F. '.`7• \ R/li '4/ \ \ M �y ry i- o `y Or
2 -72 SP 2j dy ?A��'/ huh h S `: `A`iJ�F. FST 8.41�0'CSPGQ' qly& �3 �R - bw M m N i F7J1 L-7 rn
gcRI'y ,Oi? C-61 / PKS '�'\ -t �/ �6. 4p`Ff
ems. s� S /o .� < titl a� Jj C-111 oQ tortir rn O o 00 O oSF o \72o
/G.6 �4�Pp4�� of ti ,y O zs 4 - 110
�'. g ' 'S 9 < _ 1
s h �. Q, F o \ o ss.00' — _ _ �' o_ 1881
'ysror +5t1"a"v9 9 s O �.. �s 51 •Cti G 'LO \ RA!'n<7
o' 0� P \
C� l7 •>i ' F <� Lu
Fic` / v,. V ,5 s� 5 110/ S� s? .• O P s9 00 /s e• '. y\ \ 72 C Fq s Ks N5637' _ _ e- 8g L-9 W
c h- b F W 25 10 - F E\a O_
O G S e 33" i16. u
Ops/\ C-21—
O' s OS P ..\-o<r- n !.i o G� 'L \C'-7 J
L-82 �P�' ks V h G.t° j , `I\i O's F` �`7' '` 5`I' / `_n 2 0h '\`t' P \2� r1 3�-- / 3=_ E F O
rn90. i 'd\? ) �y9 / GJ 6 O,`4J ,S\ 16 .` 00 \ \0 m 418.91' 3 4' L-12
UNINCORPORATED AREA OF NEW HANOVER COUNTY UNDERSTAND THAT THE ROADS IN SAID LOT 228 /
SUBDIVISION ARE DESIGNATED PRIVATE. I UNDERSTAND THAT OWNERSHIP AND MAINTENANCE 11,741 SQ FT L-53ry
OF THE ROADS WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL SUCH TIME THAT THE 0.27 ACRES 40
DEVELOPER DESIGNATES THE RESPONSIBILITY TO THE PROPERTY OWNERS ASSOCIATION. �'7�4� ry v
RESPONSIBILITIES MUST BE ACCEPTED BY THE HOMEOWNERS ASSOCIATION AS SPECIFIED IN m J � W rcNS 1 U
THE HOMEOWNERS COVENANTS FOR SAID SUBDIVISION. THE PRIVATE ROADS IN SAID I N63.19'32"W 167.08,
SUBDIVISION ARE TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION 6.3.3.D OF THE NEW \
HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE AND ALL APPLICABLE COUNTY CODES Z
WHICH INCLUDES THE DESIGN, INSTALLATION, INSPECTION AND APPROVAL BY A LICENSED \
PROFESSIONAL ENGINEER (PE) RECOGNIZED IN THE STATE OF NORTH CAROLINA PRIOR TO LOT : 229
FINAL PLAT APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION. IF ALL OR A PORTION n 10,417 SQ FT
OF THE ROAD INFRASTRUCTURE SYSTEM WITHIN THE SUBDIVISION IS BONDED THROUGH A \ Q 0.24 ACRES
SURETY, PERFORMANCE BOND, OR CASH ESCROW, NO BOND SHALL BE RELEASED UNTIL ALL
ROAD CONSTRUCTION IMPROVEMENTS ARE COMPLETE AND CERTIFIED BY THE PROFESSIONAL 130'
ENGINEER. \\•\p'`N C-66 \°
CERTIFICATE OF DISCLOSURE FOR NEW HANOVER Ng3
IT SHALL BE DISCLOSED TO THE PROSPECTIVE BUYER OF A LOT OR LOTS WITHIN THE COUNTY SEWER COSTS LOT 230 \`,
SUBDIVISION THAT ROAD MAINTENANCE SHALL RUN THROUGH THE PROPERTY OWNERS I (WE)HEREBY CERTIFY THAT 'PRIOR TO ENTERING ANY 6,873 SQ FT \
ASSOCIATION IN PERPETUITY AFTER ACCEPTANCE FROM THE DEVELOPER UNTIL SUCH TIME AGREEMENT OR ANY CONVEYANCE WITH A PROSPECTIVE gd' 0.16 ACRES 00
THAT THE ROADS ARE RE -PLATTED AS PUBLICLY DESIGNATED ROADS AND TAKEN OVER FOR BUYER, I (WE) SHALL PREPARE AND SIGN, AND THE
MAINTENANCE THROUGH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) OR BUYER OF THE SUBJECT REAL ESTATE SHALL RECEIVE 'ql
APPROPRIATE GOVERNING AUTHORITY. QJ AND SIGN, A STATEMENT WHICH FULLY AND ACCURATELY n 3$
1K•1�-d 'OMEN ��2 ��`! DISCLOSES 231
CAPEFEAR TMAT E BUYER WILL BE ASSESSED
E Y PUBLIC UTILITY AUTHORITYFOR THEFULL THESal 6,676 .SO IFI
DEVELOPERS NAME DAT — COST OF PROVIDING SEWER SERVICE TO THE SUBDIVISION 0.15 ACRES 00
AT THE TIME THAT DISTRICT SEWER BECOMES AVAILABLE,
PRIVATE ROADS CERTIFICATION (1/10): IN ACC RDA CE WITH NEW HANOVER COUNTY CODE.
I (WE) CERTIFY THAT ALL PRIVATE ROADS AS DEPICTED ON SUBDIVISION PLAT PARSONS MILL,
PHASE 6, HAVE BEEN DESIGNATED, INSTALLED, INSPECTED, AND APPROVED IN ACCORDANCE DsAi�IL I� SI NA""T��URE OF OW O'� 65QGi
WITH SECTION 6.3.3.D OF THE NEW HANOVER COUNTY gVIRIEWIDE/JFLOPMENT ORDINANCE AND -(;`C� 6
ALL APPLICABLE COUNTY CODES PRIOR To FINAL Pt.�ai P FF ALL OR A PORTION OF
THE SUBDIVISION. '\ v! CERTIFICATE DISCLAIMING WATER/SEWER SUITABILITY NG NEW HANOVER COUNTY APPROVAL OF THIS
0- ' oF-SS)�41 •%` PLANOTT
, TL LOTS SOHIOWN ON SAID PLAT MAY NOT RECEIVE HEALTH
BY CERTIFYING THE CONSTRUCTION U" ESE KVAQS;A0 PRIVATE, jHEV ARE NO
GUARANTEES OR ASSU NOES OF ACC P TANCE�_]DF SASO Rgf@!$LBY-TI•JE NORTH CAROLINA DEPARTMENT APPROVAL FOR ON SITE SEWAGE DISPOSAL
DEP E TR. P ATION. = c- : 11066 (7 = SYSTEMS, NOR FOR INDIVIDUAL WATER SUPPLY SYSTEMS, NOR
:O OES SUCH APPROVAL GUARANTEE THE AVAILABILITY OF
Z9 ZO�ATER OR SEWER SERVICES FROM THE CAPE FEAR PUBLIC
ERJ FIED PROFESSIONAL E INEER A ••.....••'�0DATE I UTLITY AUTHORITY. \
/cSEA ' �/ILLI?
( °mnn, "°' CERTIFICATE OF OWNERSHIP DEDICATION AND
mn,n„ao`
CERTIFIC TE OF DISCLOSURE FOR PRIVATE DEVELOPMENTS: JURISDICTION:
I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY SHALL BE RESPONSIBLE I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE
FOR MAINTENANCE OF ANY STREETS, PARKS, DRAINAGE, OPEN SPACE OR OTHER AREAS OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED
WHICH ARE DESIGNATED FOR PRIVATE USE.I (WE) ACKNOWLEDGE THAT PRIOR TO HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN OF
CONTRACTING WITH APROSPECTIVE BUYER, -I SHALL GIVE THE BUYER A WRITTEN -- -- SUBDIVISION WITH MY (OUR) OWN FREE CONSENT AND .---
STATEMENT WHICH DISCLOSES THE EXISTENCE AND LOCATION OF SUCH PRIVATE AREAS AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS,
SPECIFIES THE MAINTENANCE RESPONSIBILITIES FOR SAME. WHEN APPLICABLE, THE CONSERVATION SPACE AND OTHER AREAS TO PUBLIC OR
STATEMENT SHALL DISCLOSE THAT THE STREET(S) WILL NOT BE CONSTRUCTED TO MINIMUM PRIVATE USE AS NOTED. ALL ROADS AND DRAINAGE
STANDARDS SUFFICIENT TO ALLOW THEIR INCLUSION ON THE STATE HIGHWAY SYSTEM FOR EASEMENTS ARE DEDICATED FOR PUBLIC UTILITY
MAINTENANCE. AJ PURPOSES. FURTHER, I (WE) CERTIFY THE LAND AS
SHOWN HEREON IS LOCATED WITHIN THE SUBDIVISION
JURISDICTION OF NEW HANOVER COUNTY.
SIGNATURE OF OWNER(S)X ATE)r— // "�
CERTIFICATE OF APPROVAL BY THE CAPE FEAR PUBLIC UTILITY ,Iff xj _
AUTHORITY: DATE i SIGNATURE OF OIA(S)
I, (V�,X!6\CQ -2)r �6� LNREVIEW OFFICER FOR THE CAPE FEAR PUBLIC \
U11UTY AUTHORITY, NEW HANOVER COUNTY, NORTH CAROLINA, CERTIFY THAT THE MAP OR PLAT \
TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL AUTHORITY STANDARDS AND REQUIREMENTS SURVEYOR'S CERTIFICATE:
FOR THE PUBLIC UTILITIES AS SET FORTH BY ORDINANCES. WITH THE RECORDATION OF THIS 1, DONALD E. THOMAS, PLS CERTIFY:
PLAT, THE CAPE FEAR PUBUC UTILITY AUTHORITY ACCEPTS THE OWNERS OFFER OF DEDICATION
FOR THE PUBLIC WATER AND/OR SEWER PURPOSES ALL EASEMENTS, COMMON AREAS, AND/OR THAT THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA
RIGHTS OF WAY SHOWN ON THE PLAT AS DEDICATED FOR PUBLIC UTILITY PURPOSES. APPROVAL OF A COUNTY THAT HAS.. AN ORDINANCE THAT REGULATES. PARCELS OF LAND;
OF THIS PLAT DOES NOT GUARANTEE THE AVAILABIUTY OF WATER AND SEWER SERVICES FROM
THE CAPE FEAR PUBLIC UTILITY AUTHORITY. THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
CAPE FEAR PUBLIC UTI I U ` ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
ej�� `" RECORDED IN DEED BOOK 6624, PAGE 2285, AND DEED BOOK 6630, PAGE
l`(' VCLI Qi� �TJQ"S�OlL1-A� 2843); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
REVIEW OFFICER TITIX- DATE ` BROKEN LINES AND DRAWN FROM INFORMATION FOUND; THAT THE RATIO
OF PRECISION OR POSITIONAL ACCURACY 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 LICENSE
CERTIFICATE OF APPROVAL - NEW HANOVER COUNTY NUMBER AND SEAL THIS 24th DAY OF JUNE, A.D., 2024.
PLANNING LAND USE: /
D<T 'J�/%,T . DONALD E. THOMAS, PLS L-4706 DATE
865.50' S63'26'15"E 1,324.78'
�l S63'27'49"E 115.67'
' $1
I...._ .I / S49.
387.73'
/gin F2ssl / mFGr �. u, 2I O '1 I w C. ary 5 b ,. L-73 I
yF .r o�,\vc\ p o� .� g0 w /3 ^ �'. �C3�L�i. ,� 1 i� r-�' w G'�-�42.00. S5637' _ o ry� _ CMF N0. 1 Z <
/ so y, S' h LOT : 259 M LOT : 258 3 o �� PO o �o N f� ( 55. 33 E 219. D ; N= 213,055.91
u s 11,092 SQ FT N c 3 4 6 y 3� ti F� M 0.0_ _ 31' M E= 2,333,231.307 U
m 8,923 SO FT o / o' O v N J o
C-108 Ci r; N ro N rn
ca 6 0.25 ACRES a o- Q- "� '" "<v rn b - 77.17, �:
d`.\O� >. Qo A ti S N 0.20 ACRES h- C 7 oh O� `ti G rn a n '"� r- oCV
o' �.� o L-35 5-74 - UJ p <
o s S o b s't. Z �° ° Ob P ' n Ks w b 3 4 F
,y0 9- /it, 3S q. ry 2 m co w N �y o N ,, L-14 !^ 0 Z 7
GJ 9ou'p 6's G', 2'9\ 'S C O if C70= ow N �N m t=i
.� .>) U to of N �. C
I LOT : 265 'o Fs 73s 1 1 Q ` 3 OW
N n L,R
10• i . so
n o w m 1 rn o n .a Q = Q <
00. G'\2 70. 9S 9 �\ O Qyn �' ) J N N C3 I 1\ 1- ¢ > �l d o 7
9,520 SQ FT / 8 Cam\ ra LU
LOT 257 ,a F45 V lO °0 'N iO LL o
0.22 ACRES \2a eysF� vry R"/ C s� \ \ 10,422 SQ FT uT c 7q) �T c J o SNv a v o 0 0 ^Cti ry� g\R , �� O ¢ ¢ o
s \ G' LOT : 260 epr 0.24 ACRES o N o q, 1 H o
eK / / , �O� N 1501
12,930 SO FT \ S LOT : 253 h � o 7 n 66� / �,' � a
0.30 ACRES 37. r/ / ,60 r'1 .5 ER " 11491 o
/ \ 7 7,043 SQ FT o n W o D
i9,
0.16 ACRES /O 66.99' ^gym - L-18 �� / Z O- o `u
/ W 55.00' / - F,\B • S2�. / O O m L
LOT: 234 C� (ti w �I 720 /ci �h� S56'3T33"E 151.54' 29.55'v •ry't,F>R, S d , > W W E
\ 7,757 SQ FT p 72g n J bib S> 00•-90 / G �7 >
0.18 ACRES s• / - Sg _ S' F / (/� W o c
\ \ O \ w (n / G' u- LOT : 248 cKiq Fip �L33. 23, ER 0 W Lu it
C- ka \ LOT : 254 a / 8,892 SO FT 3 S , / = z
0 0\ J� 12s \ I F U \37 COT . S` \ 7,114 SO FT pKs S3 . t �i8 �` to C% D- e
< D �� G C- u 72 F v h �°/ B4j 0.20 ACRES NN5 �S\ a L-23 ER' / 0 Z O
Nk/ oo c-73o Z) i-m of �7 B S 0.16 ACRES / e4s G'/ OS~ 9; o j° �y7 S,. s (� LL C
\ a c-95 6 ar •� 2
C-100 O O O qC0 F7. 20 / 0� F S. .s O 0
1 LOT : 263 \ b O U n ( rn_ RF O /o` v 709 g1 m r � � u
\ ?6 7126 S FT CD o = r n sue, S o- /G' 67 T 79 `un t 1 \sit s" - ¢ "<
O O O W C-83 S \. y� C� ,. o
\ 0 0.16 ACRES '� I N I t J m coil tc`� / Q7-18 9 24 j . nj0 dT \ / <G �G 0 2
\\ 7" / I°° LLI
0- , o Q �I LOT : 256 Qw��t s / �ti/ S3i; qcR Fr y° h°' y� L-21 PARSONS MILL, �- Of
LOT : 262 �� a ato NI { 9.662 SQ FT ao 5*SUs°"yj G'/ �is� FS y \
\ \ 70\ h 7,126 SQ FT p m a 3o: t I 0.22 ACRES o aoo<�va/ a 3. 0 \ PHASE 5 W u
0.16 ACRES o IN ¢ \w I o. �f / 01 /o. <Q F 7 o ER 0 /"\ MB 73, PG 123 `
O o� a- LOT : 261 t*S Fy G 66 T , 2) o .^ ^�i 1 ,
o' \ C. \ 0 9,530 SQ FT �d U z wa 10• UTILItt i �� E\A / sF7L p 3) 2 8Q, e yV\ 1471
y1 \° \� \ M M - M O Qt ,9 S 7 A M R
�03 \` 2 0.22 ACRES �� I >a ZI—EASEMENT///� RPNGN /\Tl vSEI �/ ?S,S ENT" Sq �F,cb
k O C O d
• �ti�S k`Sta
2`l�oL-40
-0 eR
';
L-85 1139,
191
O 4.06'yV,S
H N66'W
FL-32 \
`
�5 \
G2 ! n o -74 S66'15'36"E 77 N a w w Q 2 qOP AT AA L' 1.p^ j . N°5. Eip 1 -� \
p bra P M cow O' C-J5 C- -� 0 00= R �' 'Na P 1451 \ •� . \
6 4j .h a: O _-50.00� _ — C-76 - o. m U
a•O� •r1! U¢ / I-' m o 4.05' 9.06' p w `so_ r- ¢ \ F 3 ry • \
Md� N O O O O N NOun U O� ��
••�Q /3 L`'� N F-Vl N F-(n N F-V) N tI'-W ! F-��, �V? "'J• _ _ 11401 \
O�� II O MQ ��� NOS NO.� ax 3 Ooo a 6 r�.
_.. C '6 O M 3 _..... m 0 3 m U in 0 _ _-7i .. Q..`_`� tD _.. O h
g2 n�� a!_ <�_
Mp) �Oop•- a1h Ot G'i5 L-45. / 1�14�4/ 1
0 NN N 0 dN LO to� O
ai O JaiOO
0 100
O
\ \
O O \
N G�36 / \ / - • I • .•� Ci A R Q •�i
C_4p L-49in U) L-47 C_37 / / '„�`�\�•"�'C75'lµ"
C-39 L-48 C-38 0) `� Q'; C G z•11QN
m , `� 11411 S�PN° c 0 ,'� o 12�C ,
' 11431 �• ' . ( �Za SEAS 1€
i J I�ZI \ 'I 9�� 1`il
� .a'` .,. suR oto
rn \ N/F/ I �,, a�duulraU°�•`\\
PARSONS MILL FARM HOA, INC.
/ COMMON AREA -OPEN SPACE 1
L-- : - - PARSONS MILL, PHASE j 5
DATE
MB 73, PG 123
DB 6652, PG 347
PARID: R01800-007-398-000
N66'36'24"W 780.00'
RVEYNOTES:
Horizontal datum used for this project is NAD 1983/NSRS 2011 (US Survey Feet).
This plat is derived from information gathered by an actual field survey made by this
office and platted June 2024.
All distances are horizontal ground measurements unless otherwise noted.
All areas computed by coordinate computation method.
Contractor is to verify all subsurface utilities prior to land disturbance. Subsurface utility
investigation was not performed as a part of this project.
All "NIP ... new iron pin" are 5/8" rebor.
This survey was performed without the benefit of a full current title report and is subject
to any Right -of -Ways, encumbrances or easements a current title report may reveal.
N/F SEE SHEET 2 FOR LINE
NEW HANOVER COUNTY AND CURVE TABLES
HERMITAGE LAND (JUVENILE CENTER ROAD AREA)
DB 459, PG 599
PARID: R01800-007-001-000
SCALE. 1 " = 60'
0 30, 60' 120' 180, 240'
06If 024
SCALE
1" = 60'
DRAWN BY
D.E.T.
CHECKED BY
D.E.T.
REVISIONS
-DESCRIPTION-
SUBDIVISION PLAT
SHEET
1 OF 2
'pr-,, r"7 /;7 tir, _-) y -
Curve Table
Curve #
Radius
Length
Delta
Chord Direction
Chord Length
C-1
255.00'
26.74'
006'00'27"
S6410'31"W
26.72'
C-2
310.00'
4.07'
000'45'05"
N56'15'01"W
4.07'
C-3
310.00'
231.84'
042'50'59"
N34'26'58"W
226.47'
C-4
310.00'
71.91'
01317'25"
N19'40'11"W
71.75'
C-5
310.00'
134.73'
024'54'07"
S4549'30"W
133.68'
C-6
310.00'
300.09'
05527'49"
S86'00'29"W
288.51'
C-7
310.00'
385.30'
071*12'49"
N30'39'12"W
360.98'
C-8
100.00'
146.39'
083'52'36"
N46'53'30"E
133.67'
C-9
310.00'
95.12'
017'34'52"
N80'02'22"E
94.75'
C-10
310.00'
28.48'
005'15'51"
N73'52'51"E
28.47'
C-11
310.00'
69.41'
012'49'40"
N70'05'56"E
69.26'
C-12
310.00'
27.34'
005*03'12"
N6612'4ZE
27.33'
C-13
86.86'
64.08'
042'16'18"
N36'52'49"E
62.64'
C-14
280.00'
37.74'
007'43'18"
N52'45'54"W
37.71'
C-15
280.00'
90.99'
01837'080
N3935'41"W
90.59'
C-16
280.00'
70.36'
014'23'49"
N23'05'13"W
70.17'
C-17
280.00'
14.00'
002'51'50"
N1427'24"W
13.99,
C-18
340.00'
24.77'
004'10'29"
N15'06'43"W
24.77'
C-19
340.00'
51.99'
008'45'43"
N21'3449"W
51.94'
C-20
340.00'
2.10'
000*21'13'
N26'08'17"W
2.10'
C-21
18.00'
28.27'
090'00'00"
N18'41'06"E
25.46'
C-22
285.00'
25.14'
005*03*12"
N66'12'42"E
25.13'
C-23
255.00'
21.76'
004'53'20"
N6617'38"E
21.75'
C-24
255.00'
51.14'
011'29'25"
N58'06'15"E
51.05'
C-25
255.00'
51.09'
011'28'43"
N46'37'11"E
51.00'
Parcel Line Table
Line #
Length
Direction
L-1
6.03'
S13' 21' WE
L-2
2222'
N80' 50' 01 OW
L-3
26.83'
S31' 39' 20"E
L-4
33.99'
S34' 59' WE
L-5
20.60'
S44' 03' 50"W
L-6
8.74'
S43' 34' 48"W
L-7
11.55'
S43' 34' 48"W
L-8
. 22.17'
S36' 31' WE
L-9
6.38'
S35' 16' 16"E
L-10
14.63'
S88' 51' 22"W
L-11
16.74'
N61' 33' 43"W
L-12
9.16'
S46' 52' 43"W
L-13
14.41'
N56' 37' 33"W
L-14
3.63'
S46' 52' 43"W
L-15
29.22'
S69' 26' 05"W
L-16
26.69'
S10' 24' 04"W
L-17
25.52'
S59' 51' 04"W
L-18
12.30'
S44' 22' 51 *W
L-19
25.76'
S19' 37' 01"E
L-20
17.81'
S26' 35' 35"E
L-21
9.41'
N26' 50' 04"W
L-22
16.30'
S79' 03' 28"W
L-23
15.42'
S77' 11' 100W
L-24
31.75'
N48' 35' 41"W
L-26
19.87'
S53' 20' 47"W
Book 75 Page 59
y�
Curve Table
Curve Table Curve Table Curve Table Curve Table
Curve # Radius Length Delta Chord Direction Chord Length Curve # Radius Length Delta Chord Direction Chord Length Curve # Radius Length Delta Chord Direction Chord Length Curve # Radius Length Delta Chord Direction Chord Length Curve # Radius Length Delta Chord Direction Chord Length
C-26 255.0012.10' 002'43'05" N39'31'17"E 12.10' C-51 50.00' 57.55' 065*57'11" S83'35'10"W 54.43' C-76 335.00' 38.64' 006'36'30" S69'33'52"E 38.62' C-101 18.00' 28.27' 090'00'00" S68'44'24"W 25.46' C-126 455.00' 29.52' 003'43'02" N75'51'22"E 29.51' �y
C-27 160.00' 51.99' 01837'07" S39'35'43"E 51.76' C-52 50.00' 49.16' 056'20'14" S22'26'27"W 47.21' C-77 335.00' 47.18' 008'0412" S76500E 47.14' C-102 285.00' 64.81' 013'01'45" N5944'44"W 64.67' C-127 165.00' 42.42' 014'43'45' S15'37'24"E 42.30'
C-28 160.00' 21.56' 007'43'17" S5245'55"E 21.55' C-53 25.00' 32.49' 07427'57" S3130'19"W 30.25' C-78 335.00' 47.18' 008'002" S84'58'24"E 47.14' C-103 285.00' 75.22' 015*07*19" N45'40'12"W 75.00' C-128 165.00' 43.55' 015'07'18" S30'32'56"E 43.42'
C-29 460.00' 61.72' 007'41'14" S22'07'02"E 61.67' C-54 335.00' 17.73' 003'07'58' S67'13'19"W 17.73' C-79 335.00' 47.18' 008'04'12' N86'57'24"E 47.14' C-104 285.00' 75.22' 015*07'18" N30*32154"W 75.00' C-129 165.00' 43.55' 015'07'18' S45'40'14"E 43.42'
C-30 460.00' 8.63' 001'04'29" S17'44'10"E 8.63' C-55 335.00' 11.81' 002'01'14" S64'41'43"W 11.81' C-80 335.00' 47.18' 008*04!12" N78'53'13"E 47.14' C-105 285.00' 92.27' 018'32'56" N13'42'47"W 91.86' C-130 165.00' 58.30' 020'14'44" S63'22'00"E 58.00,
C-31 460.00' 33.51' 00410'27" S15'06'42"E 33.50' C-56 285.00' 63.81' 01249'40" S70'05'56"W 63.68' C-81 335.00' 47.18' 008*04*12" N70'49'01"E 47.14' C-106 285.00' 46.72' 009'23'31" N00'15'27"E 46.66' C-131 460.00' 7.56' 000'56'28" S16'28'23"E 7.56'
C-32 375.00' 75.13' 011'28'42" S46'37'08"W 75.00' C-57 335.00' 23.19' 003'57'59" S74'31'47"W 23.19' C-82 335.00' 47.18' 008'04'12" N624449"E 47.14' C-107 75.00' 109.79' 083*52*35" N46'53'30"E 100.25' C-132 460.00' 63.94' 007'57'51" S20'55'32"E 63.89' tt�
C-33 375.00' 79.38' 012'07'45" S58'25'21"W 79.24' C-58 335.00' 7.59' 001'17'51' S71'53'514W 7.59' C-83 335.00' 2.55' 000'26'09" N58'29'390E 2.55' C-108 335.00' 13.04' 002"13'46" N87'42'55"E 13.03' C-133 460.00' 22.74' 002'49'55" S26'19'25"E 22.73' !�
C-34 18.00' 28.27' 090'00*W N78'22'27"E 25.46' C-59 285.00' 39.73' 007'59'14' S75`I4'32"W 39.70' C-84 335.00' 29.59' 005'03'40" N5544'44"E 29.58' C-109 335.00' 51.95' 008'53'09" N82'09'27"E 51.90' C-734 460.00' 41.20' 005'07'56' S3018'20"E 47.19' A C-35 455.00' 49.52' 006'1408" N87'52'26"E 49.49' C-60 285.00' 47.72' 00935'39" S84'01'58"W 47.67' C-85 335.00' 47.46' 008'06'59" N49'09'24"E 47.42' C-110 335.00' 37.81' 006'27'57" N7428'54"E 37.79' C-135 460.00' 29.65' 003'41'33" j S34-43.05-E 29.64'
C-36 455.00' 64.08' 008'04'11" S8458'24'E 64.03' C-61 125.00' 2.80' 001'17'02" S88'11'17"W 2.80' C-86 335.00' 68.55' 011'43'28" N39'14'11"E 68.43' C-111 285.00' 18.01' 003'37'12" N73'03'32"E 18.00' C-136 460.00' 34.29' 004-16'17' S38'42'01"E 34.29'
C-37 455.00' 64.08' 008'04'11" S76'54'13"E 64.03' C-62 125.00' 50.34' 023'04'29" S76'00'32"W 50.00' C-87 18.00' 25.90' 082'26'44" S07'50'55"E 23.72' C-112 285.00' 8.18' 001'38'38" N75'41'27"E 8.18' C-137 165.00' 46.57' 016'10'21" S83'01'49"E 46.42'
C-38 455.00' 52.48' 006'36'31" S6933'52"E 52.45' C-63 125.00' 39.12' 01755'59" S55'30'17"W 38.96' C-88 285.00' 67.21' 013*30'41" S40'07'47"W 67.05' C-113 335.00' 61.02' 010'26'09" N71'17'42"E 60.93' C-138 165.00' 43.55' 015'07'18' N8119'22'E 43.42' 1�1
C-39 455.00' 58.89' 007'24'55' N6233'09"W 58.85' C-64 125.00' 43.31' 019'51'10" S3636'43"W 43.10' C-89 285.00' 56.66' 011'23'27" S52'34'51"W 56.57' C-114 MOO' 27.52' 087'36'29" S70'07'09"E 24.92' C-139 165.00' 43.47' 015*05'42" N66'12'52"E 43.3,V V
C-40 455.00' 64.08' 008'04'11' N54LL
'48'36"W 64.03' C-65 125.00' 43.31' 019'51'02" S16'45'37'W 43.09' C-90 255.00' 1.94' 000'23'26" S58'28'17"W 1.94' C-115 280.00' 3.98' 000'48'50" S25-54.29-E 3.98' C-140 165.00' 47.03' 016-19'46" N50'30'08"E 46co 6
.87' ca Z
W ~ Z �- C) Z
C-41 455.00' 64.08' 008'04'11" N46'44'24"W 64.03' C-66 125.00' 4.10' 001'52'53" S05'53'39"W 4.10' C-91 285.00' 75.09' 015*05'42" S66'12'51"W 74.87' C-116 280.00' 50.21' 010`16'30" S20'21'49"E 50.15' C-141 460.00' 89.78' 011'10'57" S46'25'380E 89.6,V ZQ m
N c C-42 455.00' 64.08' 008'04'11" N38'40'13"W 64.03' C-67 335.00' 42.73' 007*18*32" S01'17'56"W 42.71' C-92 285.00' 75.22' 015'07'19" S81*19'21"W 75.00' C-117 280.00' 10.76' 002'12'06" S14'07'32"E 10.76' C-142 460.00' 2.84' 000'21'15" S26'08'17"E 2.84' a N al
LU
C-43 455.00' 64.08' 008'04'11' N30'36'02"W 64.03' C-68 335.00' 47.18' 008'04'11" S06'23'26"E 47.14' C-93 285.00' 87.30' 017'33'03" N82'20'28"W 86.96' C-118 340.00' 23.25' 003'55'06" S14'59'02"E 23.25' C-143 460.00' 61.72' 007*41'14" S22'07'02"E 61.67' �z Z ioas
aC-44 455.00' 64.08' 008'04'11" N22'31'50"W 64.03' C-69 335.00' 47.18' 008'041" S14'27'37"E 47.14C-94 18.00' 30.57' 09718'19" N24'54'46"W 27.03' C-119 340.00' 47.26' 007'57'51" S20'S530'E 47.22' C-14>-U .Lu.
C-45 455.00' 64.08' 008'04'11" N14'27'39"W 64.03' C-70 335.00' 47.18' 008*04'11" S22'31'49"E 47.14' C-95 25.00' 21.03' 048'11'18" N47'50'02"E 20.41' C-120 340.00' 47.26' 007'S7'S1" 528'53'21"E 47.22' O w
o
C-46 455.00' 64.08' 008'04'11" N06'23'28"W 64.03' C-71 335.00' 47.18' 008'04'11" S30'36'00"E 47.14' C-96 50.00' 81.98' 093'56'43" N23'59'06"E 73.10' C-121 340.00' 47.26' 007'57'51" S36'51'12"E 47.22' U) c Z
C-47 455.00' 47.04' 005'55'25" N00'36'21"E 47.02' C-72 335.00' 47.18' 008*04'12" S38'40'12'E 47.14' C-97 50.00' 33.71' 038'37'30" N42'18*01"W 33.07' C-122 340.00' 48.87' 008'14'09" S44'57'12"E 48.83' z Z !Y $
Forrn a
C-48 190.04' 21.90' 006'36'10" N2259'52"W 21.89' C-73 335.00' 47.18' 008'04!12" S46'44'23"E 47.14' C-98 50.00' 45.42' 052'02'47" N8738'09"W 43.87' C-123 455.00' 93.79' 011'48'39" S87'29'39"E 93.63' -J Lu N E 3�
C-49 190.04' 102.32' 030'50'58" N04-16'18"W 101.09' C-74 335.00' 47.18' 008'04'12" S54'48'35"E 47.14' C-99 50.00' 79.23' 090'47'32" S20-56-41"W 71.20' C-124 455.00' 27.43' 003'27'16" N84'52'24"E 27.43' ! n LZ-0 3
C-50 190.04' 74.60' 022'29'29' N22'23'56"E 74.12' C-75 335.00' 43.36' 00T24'56" S62'33'08"E 43.33' C-100 25.00' 21.03' 048'11'28" SOO-21-2020.41' C-125 455.00' 43.13' 005'25'53" N80'25'49"E 43.12' u-r [,i ZLL �3
0 W W m
a
Parcel Line Table
Line #
Length
Direction
L-27
34.42'
S53' 20' 47"W
L-28
26.61'
S43' 26' 53"W
L-29
25.76'
S29' 35' 05"W
L-30
15.70'
N13' 01' 29"W
L-31
15.94'
S58' 16' 34"W
L-32
9.05'
N66' 15' 36"W
L-33
15.70'
N73' 01' 29"W
L-34
11.18'
N63' 41' O6"E
L-35
12.79'
S35' 59' 04"W
L-36
34.31'
S57' 39' 42"W
L-37
23.75'
S57' 39' 42"W
L-38
36.21'
S66' 08' 07"W
L-39
12.80'
S66' 08' 07"W
L-40
3.27'
S32' 37' 17"W
L-41
20.99'
S71' 51' 38"W
L-42
17.94'
S71' 51' WIN
L-43
21.43'
N84' 21' 50"W
L-44
20.01'
N84' 21' 50"W
L-45
3.02'
S72' 39' 56"W
L-46
14.80'
S72' 39' 56"W
L-47
9.05'
N66' 15' 36"W
L-48
50.00'
N66' 15' 36"W
L-49
4.06'
N66' 15' 36"W
L-50
29.33'
S37' 29' 52"E
L-51
33.33'
N78' 50' WE
Parcel
Line
Table
Parcel Line Table
Line # Length Direction
L-78 21.62' N49' 50' 46"E
L-79 29.01' N64' 19' 57"E
L-80 4.06' N64' 19' 57"E
L-81 22.00' N77' 50' 27"E
L-82 20.73' N89' 14' 11"E
L-83 15.94' N58' 16' 34"E
L-84 15.94' S58' 16' 34"W
L-85 11.06' N66' 15' 36"W
L-86 15.70' S13' 01' 29"E
Line #
Length
Direction
L-52
7.22'
N73' 06' 39"E
L-53
27.24'
S06' 01' 36"E
L-54
6.24'
N65' 38' O5"E
L-55
11.20'
N85' 19' 49"E
L-56
29.20'
N85' 19' 49"E
L-57
21.23'
N81' 49' WE
L-58
10.04'
N81' 49' 04"E
L-59
20.13'
N14' 16' 27"E
L-60
30.96'
N68' 04' 49"E
L-61
11.29'
N68' O V 49"E
L-62
23.91'
N78' 15' 31"E
L-63
16.77'
N49' 26' 22"E
L-64
10.79'
N49' 26' 22"E
L-66
2.25'
N45- 46' 10"E
L-67
30.5W
N45' 46' 10"E
L-68
23.40'
S82' 51' 13"E
L-69
2.13'
S71- 22' 16"E
L-70
16.88'
S71' 22' 16"E
L-71
27.40'
S60' 56' 32"E
L-72
16.96'
S79' 39' 36"E
L-73 1
17.16'
S79' 39' 36"E
L-74
18.68'
N78' 14' 09"E
L-75
6.45'
N66' 13' 10"E
L-76
35.94'
N66' 13' 10"E
L-77
14.51'
N49' 50' 46"E
I
Z
0
a
z
CO
_
C
J
J
W
>
0
Q
U
m
=
U-
J
Z
LL
T<T
1
=-
o
a-
O
-�
Q
n
o
=
z
LU
n-
o
cf)cc
=�
G
0
O
m
>
5
V)
LU
W
>
U303
Lu
EL
U
z
c=i)
0
-)
of
o
a-
Q
0
Lu
s
>
Q
O
a
z
V-' LU
O x
LU d w
IZ z
This drawing and / or design shown hereon are The
property of ESP Associates, P.A. The reproduction,
alteration, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
ESP Associates, PA
'0 '0
FESS�
z QQ°& f zy �Yy<2y
SEAL
f L-4706`
CO
d"E .J\\ ,.
nATF I cr AI c
06/24/2024
v NIA
DRAWN BY
D.E.T.
CHECKED BY
D.E.T.
REVISIONS
-DESCRIPTION-
SUBDIVISION PLAT
ET 62 F2
�r�6�-aPEl2s C9P/T�G�I�✓����iC gi0.3��.�y8'
Book 75 Page 60
J\)NIT.
MORGHAN GETTY _ti ` `a °•r�,
COLLINS New Hanover County
Register of Deeds _ , e
Register of Deeds
t
320 CHESTNUT ST SUITE 102 • WILMINGTON, NORTH CAROLINA 28401 t.
Telephone 910-798-4530 • Fax 910-798-7716 rf>actnuti��'�
� 7i �, �J •cam.
I! _ r
************************************************************************************************************
State of North Carolina, County of NEW HANOVER
Filed For Registration: 06/28/2024 03:07:32 PM
Book: PLAT 75 Page: 58-60
3 PGS $42.00
Real Property $42.00
Recorder: STEPHANIE PEREZ
Document No: 2024015861
DO NOT REMOVE!
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording. IIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
BK: PLAT 75
RECORDED:-6
ECORDEED 0 2024015861
NC FEE $42.00
06-28-2024 NEW HANOVER COUNTY, NC
03:07:32 PM MORGHAN GETTY COLLINS
BY: STEPHANIE PEREZ REGISTER OF DEEDS
DEPUTY