NCC233727_Site Plan or Location Map_20231218

DocuSign Envelope ID:BF11 CCBE-2C30-4EBB-8915-AAECC4A87E4E •
MC�EE ROAD OLDROA ROBERTS I HEREBY CERTIFY THAT THIS RECORD PLAT HAS BEEN FOUND TO CERTIFICATE OF APPROVAL BY PUBLIC UTILITIES NOTES:
COMPLY WITH THE SUBDIVISION ORDINANCE OF JOHNSTON COUNTY,
NORTH CAROLINA, AND THAT THIS PLAT HAS BEEN APPROVED FOR THE DIRECTOR OF PUBLIC UTILITIES FOR JOHNSTON COUNTY, NORTH CAROLINA, 1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
RECORDING IN THE REGISTER OF DEEDS OF JOHNSTON COUNTY. DISTANCES
�Docusigned by: HEREBY CERTIFIES THAT THIS PLAT MEETS ALL JOHNSTON COUNTY STANDARDS 2) AREAS COMPUTED BY COORDINATE METHOD.
0 �¢.,,� L �� '�"� AND REQUIREMENTS FOR PUBLIC UTILITIES REQUIRED BY THE JOHNSON COUNTY
11/30/2023 1/y ot,t, 8D4D3 In ORDINANCES. UPON RECORDATION OF THIS PLAT, JOHNSTON COUNTY ACCEPTS 3) PROPERTY SUBJECT TO ALL EASEMENTS AND
�es77ECAscAao4Ds... THE OWNER'S OFFER OF DEDICATION FOR PUBLIC WATER AND/OR SANITARY RESTRICTIONS OF RECORD.
G43P DATE SUBDIVISION ADMINISTRATOR SEWER PURPOSES, ALL EASEMENTS, COMMON AREAS, AND/OR RIGHTS-OF-WAY 4) NO. 5 REBAR IRON STAKES SET AT ALL LOT
SITE / SHOWN AND DELINEATED ON THIS PLAT AS DEDICATED FOR PUBLIC UTILITY CORNERS UNLESS OTHERWISE NOTED
PURPOSES. NO STRUCTURES OR FENCES SHALL BE PLACED WITHIN THE PUBLIC
AP UTILITY EASEMENTS. ACCESS TO THE DEDICATED AREAS SHALL NOT BE BLOCKED 5) ALL INTERIOR LOT LINES SHALL HAVE A 10' DRAINAGE
Q AND UTILITY EASEMENT, 5' EACH SIDE OF ALL LOT LINES
OR OBSTRUCTED BY ANY FENCE FOR STRUCTURES, UNLESS PRE-APPROVED 6) A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE
ACCESS IS PROVIDED WITH A 12 MINIMUM OPENING GATE. THE COUNTY SHALL INSIDE OF ALL EXTERIOR BOUNDARY LINES
Tir NC Hwy 210 HAVE THE RIGHT TO CLEAR AND/OR REMOVE ANY VEGETATION WITHIN THE 7) A 10' WIDE GRADING, SLOPE, DRAINAGE AND UTILITY
PUBLIC UTILITY EASEMENTS. FURTHERMORE, THE COUNTY WILL NOT REPLACE EASEMENT IS RESERVED ON THE LOT SIDE OF AND
NC HWY 210 ANY LANDSCAPING (OTHER THAN GRASS, WHICH WILL BE REPLACED WITH SEED) ADJACENT TO ALL STREET RIGHTS-OF-WAY
WITHIN THE PUBLIC UTILITY EASEMENT AREA DISTURBED FOR MAINTENANCE OF 8) GRID TIE BY GPS
THE UTILITIES.
9) ZONING: AR WITH IHI OVERLAY •
3oth November 23 10) PARENT TRACT DEED DB 5073 PG 79
THIS THE DAY OF 20, 11) PARCEL NO. 13E04003B, 13E04003A, 13E04003H
VICINITY MAP (NOT TO SCALE) DocuSigned by:
Q COUNTY OF JOHNSTON 1, REFERENCES:
2BCAS20770o84Cc... DB 5073 PG 079 PB 86 PG 449
o CERTIFICATE OF OWNERSHIP AND DEDICATION DIRECTOR OF PUBLIC UTILITIES DB 2240 PG 809 PB 87 PG 361
DB 2248 PG 212 PB 88 PG 114
I HEREBY CERTIFY THAT I AM THE OWNER OF THE MAXIMUM IMPERVIOUS SURFACE AREA SHALL NOT DB 859 PG 649 PB 89 PG 108
N
PROPERTY SHOWN AND DESCRIBED HEREON, WHICH DB 1624 PG 012 PB 91 PG 123
N IS LOCATED IN THE SUBDIVISION JURISDICTION OF EXCEED 3700 SUARE FEET PER LOT PB 89 PG 252
JOHNSTON COUNTY AND THAT I HEREBY ADOPT PB 94 PG 493
N THIS SUBDIVISION PLAN WITH MY FREE CONSENT,
ESTABLISHED MINIMUM SETBACK LINES, AND DEDICATE
7 M ALL STREETS, ALLEYS, PARKS AND OTHER SITES AND
it U' EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED.
en 1---
DEPARTMENT OF TRANSPORTATION
a)
o II—Q• 02 3 -x144 c e mile a DIVISION OF HIGHWAYS
o DATE ER <V - . -
•
- z PROPOSED SUBDIVISION ROAD
m THIS SURVEY: CONSTRUCTION STANDARDS CERTIFICATION
w I .� 0 A. CREATES A SUBDMSION OF LAND WITHIN THE AREA OF ' J /�"�'� 10'x70' SITE TRIANGLE
> u) w A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE APPROVED �j6.0 (TYP)
= z THAT REGULATES PARCELS OF LAND.
O - 73
/ STRICT ENGINEER \
O a°.i El B. IS LOCATED IN A PORTION OF A COUNTY OR MUNICIPALITY [<//R
= 25'
THAT IS UNREGULATED AS TO AN ORDINANCE THAT /1/ov /'� Z02 3 JJ
[t o 4- REGULATES PARCELS OF LAND. / _
0
[I] C. IS ONE OF THE FOLLOWING: ONLY NORTH CAROLINA DEPARTMENT OF
z W .�
z 01) IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR TRANSPORTATION APPROVED STRUCTURES
0 a ONEOR MOREEXISTING EASEMENTS AND DOESARE TO BE CONSTRUCTED ON PUBLIC
NOT RIGHT—OF—WAYS TYPICAL INTERSECTION
O � CREATE A NEWW STREET ORRCHANGE AN EXISTING
I- rn STREET.
z ••• v 2) IS OF AN EXISTING FEATURE, SUCH AS A BUILDING DETAIL
o 0 2 OR OTHER STRUCTURE, OR NATURAL FEATURE, SUCH NOTE: SIGHT TRIANGLES TAKE PRECEDENT OVER
-' 0 < SUCH AS A WATERCOURSE.
c m 3) IS A CONTROL SURVEY ROAD MAINTENANCE STATEMENT OF UNDERSTANDING ANY SIGN EASEMENT
• aii 4) IS OF A PROPOSED EASEMENT FOR A PUBLIC UTILITY
it a o AS DEFINED IN G.S. 62-3. I, AM RESPONSIBLE FOR THE
❑ D. IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION CONSTRUCTION, MAINTENANCE AND REQUIRED ROAD IMPROVEMENTS ALL DRAINAGE EASEMENTS SHALL BE DEDICATED AS PUBUC AND IT SHALL BE THE •
OF EXISTING PARCELS, A COURT-ORDERED SURVEY,RECOMBINATION
OF THE SUBDMSION STREETS ON THIS PLAT UNTIL THE EARLIER RESPONSIBILITY OF THE PROPERTY OWNERS TO MAINTAIN THE DRAINAGE EASEMENTS
OTHER EXEMPTION OR EXCEPTION TO THE DEFINITION OF OF THE FOLLOWING OCCURS: AND ANY DRAINAGE STRUCTURES THERE IN, SO AS TO MAINTAIN THE INTEGRITY OF
el)>>c SUBDIVISION. APPROVED AND ACCEPTED FOR PERMANENT MAINTENANCE BY THE THE DRAINAGE SYSTEM AND INSURE POSITIVE DRAINAGE.
nn Cr ❑ E. THE INFORMATION AVAILABLE TO THE SURVEYOR IS SUCH NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AS PUBLIC THE OWNER, DEVELOPER, OR CONTRACTOR SHALL SET THE CENTERLINE OF THE EXISTING
s3 rt THAT THE SURVEYOR IS UNABLE TO MAKE A DETERMINATION ROADS; OR
m-o m TO THE BEST OF THE TO THE BEST OF THE SURVEYOR'S ROADWAY DITCH BACK TO A MINIMUM OF 12 FEET FROM THE EXISTING/PROPOSED EDGE
rr m w a PROFESSIONAL ABILITY AS TO PROVISIONS CONTAINED IN APPROVED AND TAKEN OVER BY THE HOMEOWNERS ASSOCIATION OF PAVEMENT ALONG ALL ROAD FRONT LOTS.
a= (A) THROUGH (D) ABOVE. FOR PRIVATE ROADS PERMANENT MAINTENANCE.
`^fD C ALL LOTS SHALL BE SERVED BY INTERNAL STREET SYSTEMS ONLY.
o* rt
1'rto PAN1eC. L.d.r.! �C�/tIO(�/ AA- LLL
rt=J —
m Z- 11-08-23 NAME OF CORPORATION OR OWNER
o w 1/1 o J DATE SURVEYOR
Crsue 1'C( ' 7+0�•3 BY: G,ts I'N AMR IsC4,
rt$1`4 DATE DEVELOP /OWNER CER OF CORPORATION
rt3
mo
-3 -1
J.
tow m SURVEYOR'S DISCLAIMER: NO ATTEMPT WAS MADE TO SUBDIVISION PLAT
m(A I- LOCATE ANY CEMETERIES, WETLANDS, HAZARDOUS MATERIAL REVIEW OFFICER'S CERTIFICATEOF
CD w= SITES, UNDERGROUND UTILITIES OR ANY OTHER FEATURES
rt rt cn ABOVE OR BELOW GROUND OTHER THAN THOSE SHOWN. I,CD rl•CD Carolyn Allen REVIEW OFFICER OF JOHNSTON COUNTY,
I.� CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION ISDANIEL FARMS
rtto m AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
=o•< 11-08-23
rt m = DATE SURVEYOR DocuSigned by:
m� ' 12/1/2023 �,A.V ty& QU,t,Ut,
oio oznzaccar-®Fero...
j STATE OF NORTH CAROLINA, JOHNSTON COUNTY DATE REVIEW OFFICER PHASE FIVE
(Am
0 o I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS
a PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN PLEASANT GROVE TOWNSHIP, JOHNSTON COUNTY
o A ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED PROPERTY SHOWN HEREON IS XXXX IS NOT
rt; DESCRIPTION RECORDED IN BOOK 5073 , PAGE 79 LOCATED IN A FEMA DESIGNATED FLOOD ZONE.
r o ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY FEMA FLOOD HAZARD PANEL NO. FLOOD 3720162400 J NORTH CAROLINA
INDICATED AS DRAWN FROM INFORMATION FOUND IN
CD S EFFECTIVE DATE: DECEMBER 2, 2005 AUGUST 2 2023 OWNER: DANIEL-LAN DEVELOPMENT
la 3 BOOK 5073 , PAGE�Q_; THAT THE RATIO OF PRECISION
m AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING LEGEND 2701 POLENTA ROAD
m m ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE _.� SHEET 1 OF 5 CLAYTON, N.C. 27520
GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2: 11-08-23 O IPF IRON PIPE FOUND
10, STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM DATE SURVEYOR •• IPS IRON PIPE SET
CMF CONCRETE MONUMENT FOUND
ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK PKNF PARKER-KALON NAIL FOUND SURVEYED BY:
m RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE O PNKS PARKER—KALON NAIL SET
m • RRS RAILROAD SPIKE TLS TRUE' LINE' SURY�'YING P. C •
0. WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE i, CURK T. LANE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER O CSF COTTON SPIKE FOUND
� AND SEAL THIS 8th DAY OF NOVEMBER A.D. 2023 CSS COTTON SPIKE SET DRAWN BY: • C.
_solw��� MY SUPERVISION FROM AN ACUTUAL GPS SURVEY MADE UNDER CC CONTROL CORNER
CA ��'tib MY SUPERVISION, FOR THE PURPOSE OF HORIZONTAL CONTROL IN CP COMPUTED POINT MIKE
.... AO�iiyis P/PPOWER POLE
Q � .CA • ORDER TO TIE THIS SURVEY TO NC GRID; AND THE FOLLOWING oPW OVERHEAD POWER LINE CHECKED BY:
• INFORMATION WAS USED TO PERFORM THE SURVEY: R/WRIGHT OF WAY
r2/Alit
Q�.°F °�►,�.,�y�s�s S.F. SQUARE FEET CURK 205 WEST MAIN STREET
OF
SURVEY: CLASS AA AC ACRE
ma 's POSITION ACCURACY: 0032 FEET, ELLIPTICAL ERROR AXIS DB DEED BOOK DRAWING NAME: CLAYTON, N.C. 27520
` SEAL = TYPE OF GPS FIELD PROCEDURE: VRS SESSION 2 CONTROL POINTS PB PLAT
OTK of MAPS
PH5SHTI.DWG
13990 i DATES OF SURVEY: 5-15-23 PG PAGE TELEPHONE: (919) 359-0427
SURVEYOR NAD 83 2011 EPICH 2010.000 LF LINEAR FEET �`• "' FAX: (919) 359-0428
DATUM/EPOCH: ( )/ 15S LOT HAS OFFSITE SEWER SURVEY DATE: y�/W W.t ru e I i n e s La ry ey i n g.C O m
s5 ��.+ 4°.' PUBLISHED/FIXED-CONTROL USED: NC GNSS CORS AND RTK LOT° stml, ' 4. i GEOID MODEL: NAVD 88 USING GEOID 18 15RL RECOMBINATION TI LOT 5-15-23
K T-`P�+ 0.99988538(AVG) -——K L - 3990 COMBINED GRID FACTOR: US FEET STREET ADDRESS JOB NO.
wss LICENSE NUMBER REPORTING UNITS: - LINES NOT SURVEYED 2087.005 C-1859

DocuSign Envelope ID:BF11 CCBE-2C30-4EBB-8915-AAECC4A87E4E
MCGEE ROAD OLDA ROBERTS SEE SHEET 3 OF 3 FOR PHASE CONTINUATION
ROAD SEE
DANIEL FARMS I I J ; 85% (' I N
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10' PUBLIC DRAINAGEI 1 1I
- EASEMENT 1 I 1
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TIE LINE ONLY _1— II I
IPF N84'S4'44"W ------------- L----- -1 1 I I
81.51' - - I I
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"W 49'54 IPF N84'S4'44"W 110.42' ' �' - - - L - 1 I
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LINE BEARING DISTANCE NC HWY 210 VARIABLE WIDTH
' L1 N84'54'44"W 7.39' R/W (PUBLIC)
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING
C1 25.00' 37.10' , 33.78' N42'24'15"W LEGEND •
C2 25.00' 41.44' 36.86' N47'35'45"E
C3 25.00' 37.10' 33.78' S42'24'15"E p IPF IRON PIPE FOUND
C4 25.00' 41.44' ' 36.86' S47'35'45"W • IPS IRON PIPE SET
❑ CMF CONCRETE MONUMENT FOUND
PKNF PARKER-KALON NAIL FOUND
PNKS PARKER-KALON NAIL SET
w RRS RAILROAD SPIKE
O CSF COTTON SPIKE FOUND
• CSS COTTON SPIKE SET
STATE OF NORTH CAROLINA, JOHNSTON COUNTY • CC CONTROL CORNER
CP COMPUTED POINT
P/P POWER POLE
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS OPW OVERHEAD POWER UNE
R/W RIGHT OF WAY
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN S.F. SQUARE FEET
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED AC ACRE
DB DEED BOOK
DESCRIPTION RECORDED IN BOOK 5073 , PAGE 79 ., PB PLAT BOOK
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY BON BOOK OF MAPS
INDICATED AS DRAWN FROM INFORMATION FOUND IN PG PAGE
BOOK 50735 1
, PAGE 79 ; THAT THE RATIO OF PRECISION SUBDIVISION PLAT 0 30 60 90 LINEAR FEET
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING FOR ... s LOT HASOFFSITE SEWER
.�= � .... 15SL OFFSITE SEWER LOT
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE f♦ .� 15R RECOMBINATION LOT
GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2: SCALE: 1 ' = 30' too STREET ADDRESS
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CMDANIEL FARMS - - ONES NOT SURVEYED
ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK SURVEYED BY:
RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE �rv�WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE DRAWN BY:
TRUE' 1111717 ,�S'URY�'YING; l . C.
AND SEAL THIS 8th DAY OF NOVEMBER A.D. 2023
_.0,0nwun.------,,,v,, MIKE
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PHASE FIVE
.Q,O„E8./d•.�,��..� CHECKED BY:
::0;Q- ti.�. CORK0 205 WEST MAIN STREET
' 0
v (.,V : PLEASANT GROVE TOWNSHIP, JOHNSTON COUNTY
a SEAL NORTH CAROLINA DRAWING NAME: TELEPHONE: E (919) 359-0427
0427
a L-3990 i : PH5SHT2.DWG
SURVEYOR
`_ '•�9 0�' = AUGUST 2 2023 SURVEY DATE: FAX: (919) 359-0428
s '��� sU_R_��+'' �•`�, 0 OWNER: DANIEL-LAN107 COUNTRYDEVELOPMENT
EC OBMRDT 5-15-23 www.truelinesurveying.com
Cb"" - ..,*. � L - 3990 SHEET 2 0 F 5 SMITHFIELD, N.C. 27577 JOB NO.
K T' 0 ''" C-1859
�M.•MINNN0��� LICENSE NUMBER 2087.005

DocuSign Envelope ID:BF11 CCBE-2C30-4EBB-8915-AAECC4A87E4E
OLD ROBERTS
MCGEE ROA D ROAD
NC GRID NORTH NAD 83/2014
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STATE OF NORTH CAROLINA, JOHNSTON COUNTY ��1����OX ` N A CP COMPUTED POINT
�� .4►4��Si�i������ ---. • RUN OF DAM BRANCH PSF POWER POLE
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS t 103 ) 01.10����� j •` OPW OVERHEAD POWER UNE
���� 1 107 \ R/W RIGHT OF WAY
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN --� �I� i • S.F. SQUARE FEET
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED WETL4 'S AC ACRE
DESCRIPTION RECORDED IN BOOK 5073 , PAGE 79DB DEED BOOK
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY - SEE SHEET 2 OF 3 FOR PHASE CONTINUATION PBOM BOOK OF MAPS
INDICATED AS DRAWN FROM INFORMATION FOUND IN PG PAGE
BOOK 5073 PAGE 79THAT THE RATIO OF PRECISION 0 60 120 180LINEAR FEET
; SUBDIVISION PLAT 15S LOT HAS OFFSITE SEWER
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING FOR ~.» -- -.-111•1 15SL OFFSITE SEWER LOT
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE Ell~I♦.IIM wommov.1111111 15R RECOMBINATION LOT
GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2: SCALE: 1" = 60' ILLI STREET ADDRESS
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM - - UNES NOT SURVEYED
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AWITFI G.S.ND SEAL THIS 0 8thAS AMENDED.
DAY O WITNESS
MY
ORIGINAL
2023 SIGNATURE TLDRAWN BYS TRUE LINE , 5 'UE VEYING, P. G:
elstivNan MIKE
II 205 WEST MAIN STREET
oilAiire
.. .
� PHASE FIVE
,.�,N C A lq0•.,,, CHECKED BY:
.•O •FEssio ,��''-, CURK N.C. 27REE
_.°e-° "9•.?' PLEASANT GROVE TOWNSHIP JOHNSTON COUNTY
DRAWING NAME:
CLAYTON,
a SEAL f '� "_ NORTH CAROLINA PH5SHT3.DWG ,� TELEPHONE: (919) 359-0427
_ , L-3990 , - SURVEYOR SURVEY DATE: FAX: (919) 359-0428
'%, ,..C9 O4-'' AUGUST 2, 2023 OWNER: DANIEL-LAN DEVELOPMENT 5-15-23 www.truelinesurveying.com
.'gyp E.-• 1075 COUNTRY CLUB RD
�'•,y�,,C�, SUR�,,�fr`,y,• L - 3990 SMITHFIELD, N.C. 27577 JOB NO.
'��RK T. 1.P•,� LICENSE NUMBER SHEET 3 0 F 5 2087.005 C-1859
0.,.....L..HN

DocuSign Envelope ID:BF11 CCBE-2C30-4EBB-8915-AAECC4A87E4E
OLD ROBERTS
ROA D ROAD N/F
GREGORY J. LEAMY THE PURPOSE OF THIS SHEET IS TO SHOW THE AREA RESERVED FOR FUTURE DEVELOPMENT IN IT'S
o 120L22 �R L30 L31 L,32 DB 4990 PG 330 ENTIRETY. IT HAS BEEN SHOWN IN PARTS ON PREVIOUSLY RECORDED DANIEL FARMS SUBDIVISION PLATS
L34 PN 13E040047 BUT NEVER AS ONE TRACT. SEE PAST DANIEL FARMS RECORDED PLATS FOR ORIGINAL SIGNATURES,
P4 L27 > t39 APPROVALS, NOTES, EASEMENTS AND DETAILS. SOME ITEMS, SUCH AS EASEMENTS, WETLANDS AND
7
SITE Ak,� Lop �#2L43RIPARIAN BUFFERS ARE NOT SHOWN ON THIS SHEET FOR CLARITY.
P� SEE LINECHART L20-L120FOR DAM BRANCH 1:14;2:38
�'�, x�' SOME ANNOTATION HIDDEN FOR 'S 171 66' ui
0, N82•26�51 , NOTE: ALL LOT CORNERS ARE IRON PIPE 0.5" FLUSH
TY- NC HW` N CLARITY. LINE SEGMENTS RUN �00' ��� "YV UNLESS OTHERWISE NOTED OR SHOWN
1' 2 0 CONSECUTIVELY. pc , <� st6,
4 �� ► 32 ; 0' L4 0
NC HWY 210 * 03 \` 31 i ' zR� 8 L5 (s
W �� •`•` I 1 4 760 L49 �4 `\
6°` `\ 30 .� 33 <s SSA \\
VICINITY MAP (NOT TO SCALE) o N.
_-_ \ •
• `� N/F
2 �03 ,,\\ 29 I - �S8 CHARLES E. MAYO, JR. •
• - ' DB 5770 PG 106 •
6 '-' `•�` 34 �� <s� PN 13E050011
\
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N.
`\ �\G %�\ 35 ' ```� 06 2 <6, RUN OF \
�r �` 27 �� Q�0 \` ,�96 �6"� G% s� s DAM BRANCH N/F \\ N/F
co 0 ,,6� ` •
\ 36 �,,�� .s-5° '''Jr. 4ss DANIEL—LAN DEVELOPMENT VICTOR TART
a \\ • `,� s 'V3. �9/ PORTION OF • DB 897 PG 792
CI)CD Q 26 , 4-� \\ 37 `\`\ \,,
Li ' ��5 ; �° DB 5073 PG 79 •\ PN 13E05001 D
m Z 1� tv6 \ 107 < PN 13E04003A, 13E04003B `\
`------ h • ,��,h I S�$�° • r c 2�� 540802 SF `\
I- 12.415 AC \
a \\ �, \ , `�
o 25 �,��`� I 1 os `� : 108 ; `7¢S R SL AREA RESERVED FOR t`\\
N/F �,_______--- ----___�to 1 78 L79 FUTURE DEVELOPMENT •
o DANIEL—LAN DEVELOPMENT 0 39 o' d- <in / � SEE LINECHART L20-L120 �'%
o DB 5468 PG 950 24 i o L81�� FOR DAM BRANCH DESCRIPTION. �...
PN 13E05003K w 1 �' 1 O9 A SOME ANNOTATION HIDDEN FOR 0
I- 01 N M -� <� CLARITY. UNE SEGMENTS RUN .�` �1,
L N 105 �� CONSECUTIVELY. ��
23 c� 40 J I o DANIEL FARMS 4 �� c
N
L = L149 1 L148 `� PHASE THREE 110 J ��� �e9 L93 L114
T 9 19 T -I L90 C94 �9 �A N
22 L150 PB 91 PG 123 ___---° Sass L100 L103 N 9:i .
41 42 67 168 69 70 103 104 �N''y� 209•�4. r� v5 0 L109 ,moo NI
21 lo
I 111 \,1"5$ \\ N73 38 g '` -' L98 L 1 Og L107 v iv
\� 123 ;'
�r \ �' 2 ?�
GANDER DRIVE 50' R/W (PUBLIC) 112 J 0
't 122 \\\ `��0.CP
0 120 240 360 1 I '� '0. / 124 `�-
a >r�
411.Mi . = me. 20 43 I 66 71 I 102 113 II -0 qr.,sF
SCALE: 1" = 120' r t 65 t 101 tis8?2s36, --------------- J o� �8�o
19 44 72 114 28 =;N.yg \ 125 y ��
6
LEGEND DANIEL FARMS -- - 121 � 126 `\\ <P .bb
PHASE FOUR I \\ 5�°`9
o IPF IRON PIPE FOUND 115 I �% ` 127 \\ \
IPS IRON PIPE SET PB 94 PG 492 -- K, 120 ' \ \ 1'�`'
• PKNF PARKER-KALON MT FOUND V 1 FOUND ``' DANIEL FARMS \\ .b°c\% `'
RRSS RAILROAD RKER-KALO E NAIL SET J ` \,,
o CSF COTTON SPIKE FOUND -- CO 11 s PHASE THREE .
• CSS COTTON SPIKE SET D 1 19 ^M� LA55 N
A CC
COMA CORNERI - , PB 91 PG 123 N
P/P POWER POLE :, U
OPW OVERHEAD POWER UNE —_ 117
R/W RIGHT OF WAY `�� �; N/F
S.F.AC ACRE SQUARE FEET _ 130 ', v
J USTI N L. HIVELY
in
DB DEED BOOK �` DB 5275 PG 665
b PN 13E04003D
BOM BOOK OF MAPSPG PAGEIF UNEAR FEET0
15S LOT HAS OFFSITE SEWER
15SL OFFSITE SEWER LOT :: iii%15R RECOMBINATION LOT132 \� '1 5
�� STREET ADDRESS \ \ v
ONES NOT SURVEYED -- ; `\
Z 134 133 L122 L121
STATE OF NORTH CAROLINA, JOHNSTON COUNTY -- C - ` 41,
� �' �7x. _ L124 �1�� i'�� F
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS 0 135 \ - -\ 157 i
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN - •- L12 L125 i
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED -- T\ �' 156 ``• 158 �``
DESCRIPTION RECORDED IN BOOK 5073 , PAGE 7q ., i
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY 136 I 146 / 147 DANIEL FARMS `\
INDICATED AS DRAWN FROM INFORMATION FOUND IN __ 145 \; / PHASE TWO �.` -I
BOOK 5073 , PAGE_Z9_; THAT THE RATIO OF PRECISION SUBDMSION PLAT - I \ i 166 \�
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING FOR 137 I \ i PB 89 PG 107 -' '
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE
GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2:
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CMDANIEL FARMS ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK SURVEYED BY:
NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE ,Ls TRUL' LINE L5WRVEKINC P. C.
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE
AND SEAL THIS 8th DAY OF NOVEMBER , A.D. 2023 DRAWN BY:
r,�N.tCA,q,,,, HASEFIVE MIKE
'�� ��'i CHECKED BY:
• Q`� --. - e CURK 205 WEST MAIN STREET
10 "ofEss'°". 4% PLEASANT GROVE TOWNSHIP, JOHNSTON COUNTY
e: 9 , DRAWING NAME: 01,Aire
CLAYTON, N.C. 27520
SEAL ,. =
� — NORTH CAROLINA PH5SHT4.DWG TELEPHONE: (919) 359-0427
t L-3990 SURVEYOR SURVEY DATE: FAX: (919) 359-0428
,'�9 y0�' I
AUGUST 2, 2023 OWNER: DANIEL-LAN DEVELOPMENT 5-15-23 www.truelinesurveying.com
"° ��-" SHEET 4 0 F 5 MIT COUNTRY CLUB RD
�i SUR - JOB NO.
'•,��C'GR----- PN���..a L - 3990 SM1rHFIELD, N.C. 27577 2087.005 C-1859
-i,,-�K T. t- ���a LICENSE NUMBER

DocuSign Envelope ID:BF11 CCBE-2C30-4EBB-8915-AAECC4A87E4E
MCGE OLD ROBERTS
E ROAD ROAD
LINE BEARING DISTANCE LINE BEARING DISTANCE
I. L2 S71'49'47"E 18.17' L85 N85'27'38"E 20.52'
o L3 S61'17'04"E 82.10' L86 N18'23'48"E 14.51'
L4 S43'41'43"W 76.35' L87 S37'01'42"E 19.72'
L5 S43'41'43"W 128.74' L88 549'57'14"E 42.50'
SITEE A
c) L6 S43'41'43"W 65.00' L89 S67'09'01"E 15.47'
L7 S43'41'43"W 25.00' L90 S87'23'59"E 35.33'
L8 SO0'06'13"W 18.63' 'Q L91 S64'12 46"E 18.33'
L9 S89'53'47"E 70.00' L92 N69'57'11"E 4.44'
L10 S89'53'47"E 60.00' L93 S83'26'25"E 35.24'
yr NC HWy 210 L11 S89'53'47"E 10.00' _ L94 S75'49'40"E 45.94'
L12 S89'53'47"E 70.00' L95 S55'16'17"E 23.94'
NC HWy 210 L13 S89'53'47"E 70.00' L96 S62'57'44"E 39.39'
L14 N89'53'47"W 45.00' L97 520'13'32"E 16.72'
L15 N42'05'27"E 67.27' L98 587'34'00"E 43.22'
L16 NO0'06'13"E 50.00' L99 N38'13'09"E 32.25'
L17 N43'41'43"E 29.09' L100 N85'16'52"E 35.35'
VICINITY MAP (NOT TO SCALE) L18 S43'41'43"W 29.09' L101 S72'14'41"E 24.29'
L19 500'06'13"W 51.65' L102 S88'38'52"E 6.13'
L20 S80'37'50"E 26.10' L103 S86'35'48"E 53.15'
L21 N68'14'46"E 13.92' L104 S25'01'31"W 16.10'
L22 589'28'02"E 23.99' L105 S1723'58"E 8.87'
L23 N76'33'29"E 24.69' L106 S75'29'00"E 34.30'
L24 S51'37'24"E 12.32' L107 N85'08'20"E 30.08'
L25 S03'14'12"W 17.41' L108 NO2'23'16"E 4.92'
co
L26 550'27'42"E 20.38' L109 N85'34'17"E 36.99'
a L27 N86'11'55"E 22.49' L110 N29'30'01"E 28.70'
rn L28 N40'40'41"E 22.19' L111 S8T29'43"E 22.58'
0o L29 N58'39'28"E 16.75' L112 N35'42'27"E 25.96'
I- L30 S86'29'38"E 25.77' L113 N06'33'33"E 20.50'
L31 S87'07'13"E 39.89' L114 588'48'52"E 38.72'
a L32 S78'35'24"E 34.04' L115 S30'18'52"E 13.76'
L33 S73'22'21"E 22.10' L116 N74'05'08"E 25.46' CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING
L34 567'09'45"E 12.32' L117 N45'47'26"E 17.13'
CS 255.00' 62.28' 62.12' NO7'51'09"EL35 S84'16'16"E 20.97' _ L118 N17'25'40"E 38.50'
C6 255.00' 52.27' 52.17' N20'43'15"E
L36 S35'12'15"E 12.11' L119 N24'38'29"W 12.30'
L3 S63'31'20"E 25.82' C7 255.00' 71.13' 70.89' N34'34'59"E
L120 N37'43'27"E 36.18' C8 255.00' 4.99' 4.99' N43'08'04"E
L38 N75'05'39"E 21.69' L121 N89'53'47"W 60.55'
L39 S69'31'34"E 35.62' L122 N89'53'47"W 105.83' C9 25.00' 21.03' 20.41' N19'52'36"E
L40 S7T05'18"E 66.88' L123 S61'54'23"W 103.01' C1 1 50.00' 26.83' 45.1 ' N N53 06'52"E
L41 N70'07'05"E 17.01' L124 N87'19'25"W 52.89' C11 50.00' 46.88' 45.18' S73'09'30"E3'0 ' "E
L42 N74'34'30"E 20.45' L125 580'50'10"W 84.47' C12 50.00' 46.88' 45.18' 192617
L43 S72'01'18"E 39.96' L126 N45'32'25"W 23.19' C13 50.00' 46.88' 45.18' S 4'26'17"E
L44 539'14'17"E 46.48' C14 50.00' 46.88' 45.18' S34'16'57"W
L127 S76'44'23"W 95.32' C15 50.00' 26.83' 26.51' S76'30'50"W
L45 505'03'36"W 42.71' L128 N37'26'55"E 116.23' C16 25.00' 21.03' 20.41' S6T47'25"W
L46 S45'16'07"E 23.81' L129 N38'38'40"E 81.94'
L4 S53'S1'28"E 2 . C17 205.00' 4.99' 4.99' S42'59'52"W
L130 N33'50'20"E 66.33' C18 205.00' 120.17' 118.45' S25'30'27"W
L48 S74'15'57"E 29.56' L131 N20'59'01"E 66.12' C19 205.00' 30.81' 30.78' SO4'24'33"W
L49 589'27'21"E 28.52' L132 N26'07'13"E 57.67'
C20 25.00' 39.27' 35.36' S44'53'47"E
L50 N68'43'55"E 19.75'
L133 N74'38'57"E 30.74'
L51 S43'08'15"E 45.50' L134 N55'49'55"E 35.90'
L52 S48'56'21"E 21.44' L135 N55'49'55"E 70.00'
L53 S35'06'23"E 17.66' L136 N10'50'43"E 17.19'
L54 554'57'27"E 14.50' L137 S48'59'20"W 71.39'
L55 S21'51'48"E 13.50' L138 S60'52'03"W 75.29'
L56 S84'21'11"E 24.79' L139 S55'49'55"W 5.36'
L57 S03'47'07"E 12.61' L140 NO0'06'13"E 20.97'
L58 562'05'08"E 27.61' L141 NO0'06'13"E 65.00'
L59 S29'24'33"W 17.90' L142_ NO0'06'13"E 90.31'
L60 S19'00'46"E 10.97' L143 NO0'06'13"E 111.04'
L61 S62'09'37"E 6.12' L144 NO0'06'13"E 82.25'
L62 568'52'37"E 18.51' L145 N63'22'10"W 68.62'
L63 S46'30'50"E 22.46' L146 N34'51'23"W 76.43'
L64 S17'06'35"W 30.60' L147 SO0'06'13"W 97.73' -
L65 S29'01'11"E 21.14' L148 N89'53'47"W 70.00' -
L66 S59'45'58"E 16.95' L149 N89'63'47"W 70.00'
L67 S31'33'21"E 20.84' L150 N89'53'47"W 10.00'
L68 N31'46'52"E 8.90' L151 NO0'06'13"E 95.00'
L69 S40'29'17"E 49.90' L152 NO0'06'13"E - - - 63.01' ' - • • .
L70 544'44'43"E 41.21' L153 NO0'06'13"E 18.63'
L71 S19'58'35"W 15.02' L154 N43'41'43"E 25.00'
L72 564'38'56"E 40.38' L155 N43'41'43"E 65.00'
L73 S4T51'33"E 22.90' L156 N43'41'43"E 70.00' SUBDIVISION PLAT
L74 551'16'03"E 17.02' L157 N43'41'43'E 70.00' OF
L75 545'56'31"E 32.46' L158 N43'41'43'E 128.74'
L76 S19'05'49"E 4.45' L159 N43'41'43"E 76.35' DANIEL FARMS
L77 S25'19'02"E 12.96' L160 N61'17'04"W 82.10'
L78 S81'1624"E 30.23' L161 N22'01'23"W 83.01'
L79 584'24'55"E 33.26' L162 N71'49'47"W 18.17'
L80 S27'29'35"E 39.22' L163 S43'41'43"W 70.00' PHASE FIVE
L81 579'32'49"E 22.33' L164 S43'41'43"W 70.00'
STATE OF NORTH CAROLINA, JOHNSTON COUNTY L82 S43'22'21"E 28.83' L165 S43'41'43"W 65.00'
I, CURK T. LANE DO HEREBY CERTIFY THAT THIS L83 S32'35'00"E 44.97' L166 S43'41'43"W 70.00'
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
L84 s42'23'48"E 16.11' L167 S43'41'43"W 78.97' PLEASANT GROVE TOWNSHIP JOHNSTON COUNTY
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED f
DESCRIPTION RECORDED IN BOOK 5n73 , PAGE 7Q , NORTH CAROLINA
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN r� Z
BOOK 5073 , PAGE 74 ; THAT THE RATIO OF PRECISION AUGUST 2, 202.J OWNER: DANIEL-LAN DEVELOPMENT
AS CALCULATED IS 1: 10.000+ ; THAT THE GLOBAL POSITIONING LEGEND SHEET 5 0 F 5 2701 POLENTA ROAD
ACCURACY (GPS) OBSERVATIONS WERE PERFORMED TO THE CLAYTON, N.C. 27520
GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2: O IPF IRON PIPE FOUND
STANDARDS FOR GEODETIC NETWORKS AT THE 1 CM di IPS IRON PIPE SET
n CMF CONCRETE MONUMENT
ACCURACY CLASSIFICATION (95% CONFIDENCE)USING RTK PKNF PARKER-KALON NAIL FOUND SURVEYED BY:
RRS RTK NETWORK; THAT THIS PLAT WAS PREPARED IN ACCORDANCE PNKSRAILROAD
RR- SPIKE
PARKER-KALON
NAIL SET• TLS
WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE 0 CSF COTTON SPIKE FOUND
AND SEAL THIS 8th DAY OF NOVEMBER , A.D. 2023 CSS COTTON SPIKE SET 7W1'TE LINE' ,�S''URY�'YING P. C
A CC CONTROL CORNER DRAWN MIKE ' • •
,,,,`,rNoNon^tp,ph�,,,,' CP COMPUTED POINT
.`N CAA P/P POWER POLE
R/W OVERHEAD POWER LINE CHECKED BY: 205 WEST MAIN STREET
`r,o•,,. ES8/0 `,,��' s sou�AaE FEET CURK
DB DEED BOOK DRAWING NAME: dIP CLAYTON, N.C. 27520
s SEAL ` PB PLAT BOOK Aft
TELEPHONE: (919) 359-0427
E. BOM BOOK OF MAPS PH5SHT5.DWG
t'3990 0 SURVEYOR PG
UNEAR FEET SURVEY DATE: FAX: (919) 359-0428
`� 4-,' .7 15S LOT HAS OFFSTTE SEWER
•9tio 4 S' 15SL OFFSRE SEWER LOT 5-15-23 www.truelinesurveying.com
.0i . SUFtV �v 15R RECOMBINATION LOT
iOC�� N���,a L - 3990 r I STREET ADDRESS JOB NO. •
��,��� �T;,nP``���` LICENSE NUMBER UNES NOT SURVEYED 2087.005 C-1859